plan addendum sheets

WIND REMARKSCORE FINISH FRAMEMATERIALSIZE TYPEDRDESIGN

PRESSURE

(PSF)

11. ALL EXTERIOR WINDOWS AND DOORS SHALL MEET OREXCEED POSITIVE AND NEGATIVE DESIGN WIND LOADPRESSURES NOTED IN SCHEDULE ABOVE.

12. PROVIDE ALL MULLIONS & STRUCTURAL SUPPORTSREQUIRED FOR PROPER WINDOW OR DOOR INSTALLATION.

13. PROVIDE CONTINUOUS SEALANT AT INSIDE ANDOUTSIDE JOINTS, WOOD BUCK, AND MASONRY INADDITION TO INSIDE AND OUTSIDE OF WINDOW ANDDOOR / WALL UNITS.

14. CONTRACTOR SHALL FULLY CAULK ALL EXTERIORWINDOWS THROUGHOUT. CAULK SHALL MATCH WINDOWFRAME COLOR.

15. ALL WINDOW GLAZING SHALL BE PROVIDED WITHWINDOW TINTING FILM WITH A LIGHT TRANSMISSIONVALUE (VLT) OF 15% OR LESS TO SATISFY THE MODELLIGHTING ORDINANCE FOR MARINE TURTLE PROTECTION.

5. ALL DOOR HARDWARE SHALL BE AS SELECTED BYOWNER.

6. CONTRACTOR IS RESPONSIBLE FOR PERFORMING ANYWORK NECESSARY TO COMPLETE THE PROPERINSTALLATION OF DOORS, WINDOWS, FRAMES, ANDHARDWARE.

7. ALL EXTERIOR WINDOWS AND DOORS SHALL BE LARGEMISSILE IMPACT RESISTANT, SUBMIT FLORIDA PRODUCTAPPROVALS.

8. ALL EXTERIOR DOOR FRAMES ANCHOR PER PRODUCTAPPROVALS.

9. ALL DOOR FRAMES ON CONCRETE TO BE GROUTEDSOLID.

10. EXTERIOR WINDOWS AND DOORS TO BE FASTENED TOFILLED CELL OR CONCRETE AND THRU WD. BUCKS AS PERPRODUCT APPROVAL.

WINDOWS / DOORS NOTES1. WINDOWS AND DOORS SHALL BE OF TYPES,THICKNESS, SIZE, AND CONSTRUCTION AS SHOWN.

2. ALL WALL OPENING DIMENSIONS SHALL BE VERIFIED BYCONTRACTOR.

3. FRAMED WINDOWS SHALL BE PRODUCTS OF ANAPPROVED MANUFACTURER. ALL MEMBERS SHALL HAVEFINISH IN COLOR SELECTED: MEETING OR EXCEEDINGREQUIREMENTS FOR WATER PENETRATION. INFILTRATIONAND WIND LOAD OF ALL APPLICABLE BUILDING CODES. ATEACH MOVEABLE DOOR OR WINDOW PANEL PROVIDE AFRAMED VINYL INSECT SCREENING UNIT.

4. BUILDER'S ROUGH HARDWARE SHALL BE FURNISHEDAND INSTALLED BY EACH PARTY TO WHOSE WORK SUCHITEMS ARE INCIDENTAL. ALL ITEMS SHALL BE GALVANIZEDAND/OR CORROSION-PROOF. FINISH DOOR HARDWAREWILL BE SELECTED BY THE OWNER AND PURCHASEDDIRECTLY BY GENERAL CONTRACTOR FOR FURNISHINGTO JOB SITES

THIS EXCEEDS THE NATURALVENTILATION REQUIREMENTS

A1 FLOOR PLAN SCALE : 1/4" = 1'-0"

A3 DOOR & WINDOW SCHEDULES

A2 UPPER LEVEL / LOW ROOF PLANSCALE : 1/4" = 1'-0"

A4 DOOR & WINDOW NOTES MANUEL SYNALOVSKI, AIAAR 0011628

LICENSE NO. AA26001863

A5 VENTILATION CALCULATIONS

Principal in Charge:

Sheet Title:

Rev: Date: Description: By:

Date:

Drawn By:

Project No:

Sheet Number:

Project Manager:

Prepared for:

Project Name:

Consultants:

Seal:

Site Map:

Project Phase:

Scale:

FINISH FLOOR0'-0" A.F.F.

LOUVER HEAD HGT.8'-0" A.F.F.

TOP OF PYLON20'-0" A.F.F.

ROOF LOW BEARING11'-9 3/4" A.F.F.

ROOF MID BEARING12'-11 1/4" A.F.F.

ROOF HIGH BEARING15'-0 3/8" A.F.F.





















A1 FRONT ELEVATION (WEST FACE)SCALE : 1/4" = 1'-0"A4 RIGHT SIDE ELEVATION (SOUTH FACE)SCALE : 1/4" = 1'-0"

MANUEL SYNALOVSKI, AIAAR 0011628


A5 BUILDING CROSS SECTION (LOOKING SOUTH)SCALE : 1/4" = 1'-0" A2 REAR ELEVATION (EAST FACE)SCALE : 1/4" = 1'-0"

A3 LEFT SIDE ELEVATION (NORTH FACE)SCALE : 1/4" = 1'-0"


Sheet Title:


Date:

Drawn By:

Project No:

Sheet Number:

Project Manager:

Prepared for:

Project Name:

Consultants:

Seal:

Site Map:

Project Phase:

Scale:

INDICATES EXISTING INTERIORPARTITION TO REMAIN

INDICATES EXISTING INTERIORPARTITION TO BE REMOVED

LEGEND:

INDICATES EXISTING DOOR TO REMAIN

HATCH DENOTES EXISTING TO REMAINNO WORK IN THIS AREA

7. TOUCH-UP REMAINING STRUCTURES TO MATCH EXISTING CONDITIONS.

1. THE CONSTRUCTION SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, EXTENSIONS, CONNECTIONS, CUTTING,PATCHING, PAINTING, REPAIRING, ADAPTING AND OTHER WORK, INCIDENTAL TO, AND TOGETHER WITH SUCHTEMPORARY CONNECTIONS AS MAY BE REQUIRED. THE CONSTRUCTION SHALL ALSO INCLUDE THE REMOVAL OFMATERIALS AS DIRECTED.

2. ANY WORK NOT SHOWN ON THE DRAWING OR SPECIFICALLY MENTIONED IN THE SPECIFICATIONS, BUTCONSIDERED NECESSARY FOR THE COMPLETION OF THE WORK IN PROPER MANNER SHALL BE PROVIDED BY THISCONTRACTOR WITHOUT ADDITIONAL CHARGE.

3. WHERE PRESENT WORK IS DAMAGED IN THE EXECUTION OF THIS CONTRACT, OR WHERE OPENINGS ARE LEFTDUE TO THE REMOVAL OF PIPES, EQUIPMENT OR APPARATUS, THE SAME SHALL BE REPAIRED OR CLOSED UP TOCORRESPOND IN MATERIAL, QUALITY, SHAPE, AND FINISH WITH THAT OF SIMILAR AND ADJOINING WORK,UNLESS OTHERWISE CALLED FOR. WHERE DAMAGE IS NOT REPAIRABLE, NEW ITEMS OR EQUIPMENT SHALL BEPROVIDED.

4. INTERRUPTION OF EXISTING FACILITIES OR SERVICES SHALL BE KEPT TO A MINIMUM AND THE CONTRACTORSHALL FURNISH ALL MATERIALS REQUIRED WHENEVER TEMPORARY CONNECTIONS ARE NECESSARY TO MAINTAINCONTINUITY OF SERVICE. INTERRUPTION OF EXISTING SERVICES, THE INSTALLATION OF TEMPORARY FACILITIES,AND THE WORK OF MAKING FINAL CONNECTIONS TO THE NETWORK SHALL BE DONE ONLY AT SUCH TIMES ASPERMITTED AND SCHEDULED BY THE OWNER WITHOUT ADDITIONAL COST. CARE MUST BE USED IN RESOLVINGSERVICES TO AREAS BEING DEMOLISHED SO THAT SERVICES TO OTHER AREAS WHICH MIGHT BE SERVED THROUGHTHESE AREAS WILL NOT BE INTERRUPTED.

5. ANY AND ALL WORK SHALL BE PERFORMED DURING NORMAL BUSINESS HOURS AS STIPULATED BY THE OWNER,LANDLORD, AND THE MUNICIPALITY IN WHICH THE PROJECT IS LOCATED.

6. ALL DEBRIS SHALL BE DISPOSED OF AS PER ALL APPLICABLE CODES AND/OR LAWS.

8. ALL WORK SHALL BE PERFORMED TO MEET AND COMPLY WITH A.D.A. STANDARDS AND FLORIDA ACCESSIBILITYCODE FOR BUILDING CONSTRUCTION, CHAPTER 11, PART A OF THE 2010 FLORIDA BUILDING CODE.

ALTERATION PROJECT PROCEDURES:

GENERAL DEMOLITION NOTES:

11.)

A.)

10.)

9.)

A.)

8.)

7.)

6.)

5.)

4.)

3.)

2.)

D.)

C.)

B.)

A.)

1.)


CUT, MOVE OR REMOVE ITEMS AS NECESSARY TO PROVIDE ACCESS OR TO ALLOW ALTERATIONS AND NEWWORK TO PROCEED. INCLUDE SUCH ITEMS AS:

REPAIR OR REMOVAL OF HAZARDOUS OR UNSANITARY CONDITIONS.

REMOVAL OF ABANDONED ITEMS AND ITEMS SERVING NO USEFUL PURPOSE, SUCH AS ABANDONEDPIPING, CONDUIT AND WIRING.

REMOVAL OF UNSUITABLE OR EXTRANEOUS MATERIALS NOT MARKED FOR SALVAGE, SUCH ASABANDONED FURNISHINGS AND EQUIPMENT, AND DEBRIS SUCH AS ROTTED WOOD, RUSTED METAL ANDDETERIORATED CONCRETE.

CLEANING OF SURFACES, AND REMOVAL OF SURFACE FINISHES AS NEEDED TO INSTALL NEW WORKAND FINISHES.

WHEN ALTERATIONS AND CONNECTIONS OF NEW CONSTRUCTION TO EXISTING CONSTRUCTION OCCUR AT DUSTSENSITIVE AREAS, EXECUTE ALL MEASURES TO COMPLETELY CONTROL AND SEPERATE DUST FROM EXISTINGAREAS, EQUIPMENT AND FURNISHINGS.

ASSIGN THE WORK OF MOVING, REMOVAL, CUTTING AND PATCHING, TO TRADES QUALIFIED TO PERFORM THEWORK IN A MANNER TO CAUSE LEAST DAMAGE TO EACH TYPE OF WORK, AND PROVIDE MEANS OF RETURNINGTO APPEARANCE OF NEW WORK.

PERFORM CUTTING AND REMOVAL WORK TO REMOVE MINIMUM NECESSARY AND IN A MANNER TO AVOIDDAMAGE TO ADJACENT WORK.

CUT FINISH SURFACES SUCH AS MASONRY, GYPSUM WALLBOARD, STUCCO, WALL COVERING, TILE, PLASTER ORMETALS, BY METHODS TO TEMINATE SURFACES ON A STRAIGHT LINE AT A NATURAL POINT OF DIVISION.

PROTECT FROM DAMAGE EXISTING FINISHES, EQUIPMENT, AND ADJACENT WORK WHICH IS SCHEDULED TOREMAIN.

REROUTE OR EXTEND EXISTING ELECTRICAL, PLUMBING OR AIR CONDITIONING LINES IN AREAS WHEREDEMOLITION IS TO OCCUR. (REFER TO ELECTRICAL, PLUMBING AND MECHANICAL DRAWINGS).

PROVIDE SAME PRODUCTS OR TYPES OF CONSTRUCTION AS THAT IN EXISTING STRUCTURE, AS NEEDED TOPATCH, EXTEND OR TO MATCH EXISTING WORK.

CONTRACT DOCUMENTS WILL NOT DEFINE PRODUCTS OR STANDARDS OF WORKMANSHIP PRESENT INEXISTING CONSTRUCTION; CONTRACTOR SHALL DETERMINE PRODUCTS BY INSPECTION AND ANYNECESSARY TESTING, AND WORKMANSHIP BY USE OF THE EXISTING AS A SAMPLE OF COMPARISON.

PATCH AND EXTEND EXISTING WORK USING SKILLED MECHANICS WHO ARE CAPABLE OF MATCHINGEXISTING QUALITY OF WORKMANSHIP. QUALITY OF PATCHED OR EXTENDED WORK SHALL BE NOT LESSTHAN THAT SPECIFIED FOR NEW WORK.

WHERE PARTITIONS ARE REMOVED, PATCH FLOORS, WALLS AND CEILING, WITH FINISH MATERIALS TOMATCH EXISTING.

WHERE REMOVAL OF PARTITIONS RESULT IN ADJACENT SPACE BECOMING ONE, REWORK FLOORS,WALLS, AND CEILINGS TO PROVIDE SMOOTH PLANES WITHOUT BREAKS, STEPS, OR BULKHEADS.

WHERE NEW WORK ABUTS EXISTING FINISHES FINISH FLUSH WITH EXISTING WORK, MAKING A SMOOTH ANDFLAWLESS TRANSITION.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

REMOVE EXISTING TOILETS

REMOVE EXISTING TOILETS PARTITIONS & ACCESSORIES

REMOVE EXISTING SINKS

REMOVE EXISTING JANITOR SINK

REMOVE EXISTING URINALS

REMOVE EXISTING DRINKING FOUNTAIN

REMOVE EXISTING LIGHTS FIXTURES

REMOVE EXISTING DOOR, FRAME AND ASSOCIATED COMPONENTS COMPLETELY

REMOVE EXISTING CMU BLOCK WALLS

REMOVE EXISTING FIRE EXTINGUISHER CABINET. PATCH, REPAIR, REFINISH REMAINING SURFACES ANDPREPARE TO RECEIVE NEW FINISHES. STORE AND PROTECT DURING CONSTRUCTION FOR REUSE.

EXISTING DOOR AND FRAME TO BE REMOVED IF NECESSARY TO CHANGE SWING DIRECTION. MODIFY ORPROVIDE NEW HINGES AS NECESSARY.

REMOVE EXISTING FLOORING AND BASE TO THE EXTENT REQUIRED TO INSTALL NEW FLOORING ANDBASE PER FINISH SCHEDULE PATCH AND PREPARE REMAINING SLAB TO RECEIVE NEW FLOORING.

EXISTING CEILING TILE, GRID AND LIGHT FIXTURES TO BE REMOVED. INCLUSIVE OF ASSOCIATEDCONDUITS, WIRE, HANGERS, ETC. TO SOURCE, UNLESS SLATED FOR REUSE OR RELOCATION..

REMOVE EXISTING WALL AND ASSOCIATED COMPONENTS COMPLETELY. PATCH, REPAIR, REFINISHREMAINING SURFACES AND PREPARE TO RECEIVE NEW FINISHES. REMOVE ASSOCIATED UTILITIES,CONDUITS, ETC. TO SOURCE.

REMOVE EXISTING GRAB BAR

REMOVE EXISTING CONCRETE LOUVER UNITS

REMOVE EXISTING GLASS BLOCK

REMOVE PORTION OF EXISTING WALL AND ASSOCIATED COMPONENTS FROM UNDERSIDE OF EXISTINGBEAM TO FLOOR TO CREATE THE FINISHED OPENING AS ILLUSTRATED IN THE ELEVATIONS. THIS MAYINCLUDE ADDITIONAL WALL MATERIAL FOR NEW STRUCTURAL COMPONENTS (SEE STRUCT. DWG'S.).PREPARE REMAINING SURFACES FOR NEW CONCRETE EDGES, AND DOOR OR LOUVER COMPONENTS.REMOVE ASSOCIATED UTILITIES, CONDUITS, ETC. TO SOURCE. SHORE AS REQUIRED.

REMOVE PORTION OF EXISTING WALL AND ASSOCIATED COMPONENTS TO CREATE THE FINISHEDOPENING AS ILLUSTRATED IN THE ELEVATIONS. THIS MAY INCLUDE ADDITIONAL WALL MATERIAL FOR NEWSTRUCTURAL COMPONENTS (SEE STRUCTURAL DWG'S.). PREPARE REMAINING SURFACES FOR NEWCONCRETE EDGES, AND DOOR OR LOUVER COMPONENTS. REMOVE ASSOCIATED UTILITIES, CONDUITS,ETC. TO SOURCE.

REMOVE EXISTING OVERHEAD ROLL-UP COILING DOOR AND ALL ASSOCIATED COVERS, TRACKS,HARDWARE, ETC. PATCH, REPAIR, REFINISH REMAINING SURFACES AND PREPARE TO RECEIVE NEWFINISHES OR REPLACEMENT UNIT.

EXISTING EXTERIOR SHOWER TO BE REPLACED.

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20

21

1 DEMOLITION FLOOR PLAN SCALE : 1/4" = 1'-0" 2 DEMOLITION REFLECTED CEILING PLANSCALE : 1/4" = 1'-0"

3 GENERAL NOTES 5 LEGEND4 KEY NOTES


Sheet Title:


Date:

Drawn By:

Project No:

Sheet Number:

Project Manager:

Prepared for:

Project Name:

Consultants:

Seal:

Site Map:

Project Phase:

Scale:


PRESSURE

(PSF)





















A2 UPPER LEVEL / LOW ROOF PLANSCALE : 1/4" = 1'-0"

A4 DOOR & WINDOW NOTES MANUEL SYNALOVSKI, AIAAR 0011628


A5 VENTILATION CALCULATIONS


Sheet Title:


Date:

Drawn By:

Project No:

Sheet Number:

Project Manager:

Prepared for:

Project Name:

Consultants:

Seal:

Site Map:

Project Phase:

Scale:


HIGH ROOF LOW BEARING12'-0" A.F.F.

NEW LOW ROOF BEARING11'-0" A.F.F.

HIGH ROOF HIGH BEARING16'-4" A.F.F.


TOP OF PARAPET14'-8" A.F.F.

TOP OF EXIST. TIEBEAM


TOP OF EXIST. TIEBEAM12'-0" A.F.F.



HIGH ROOF BEARING16'-4" A.F.F.


WINDOW HEAD HGT.15'-0" A.F.F.


TOP OF EXIST. TIEBEAM12'-0" A.F.F.







TOP OF EXIST. TIEBEAMTOP OF EXIST. TIEBEAM12'-0" A.F.F.






TOP OF NEW TIEBEAM

WINDOW HEAD HGT.15'-0" A.F.F.






TOP OF PARAPET14'-8" A.F.F.

TOP OF EXIST. TIEBEAM

A1 FRONT ELEVATION (WEST FACE)SCALE : 1/4" = 1'-0"A4 LEFT SIDE ELEVATION (NORTH FACE)SCALE : 1/4" = 1'-0"



A5 BUILDING CROSS SECTION (LOOKING SOUTH)SCALE : 1/4" = 1'-0" A2 REAR ELEVATION (EAST FACE)SCALE : 1/4" = 1'-0"

A3 RIGHT SIDE ELEVATION (SOUTH FACE)SCALE : 1/4" = 1'-0"


Sheet Title:


Date:

Drawn By:

Project No:

Sheet Number:

Project Manager:

Prepared for:

Project Name:

Consultants:

Seal:

Site Map:

Project Phase:

Scale:

RESTROOM ACCESSORIES LEGENDMANUF'R. DESCRIPTION

1

2

3

4

5

6

7

8

10

9

11

12

13

15

16

17

14

18

19

20

21

22

23

24

DROP-IN LAVATORY

WALL-HUNG LAVATORY

HANDS-FREE FAUCET

SURF. MTD. MIRROR

SURF. MTD. AUTOMATIC FOAM SOAP DISPENSER

SURF. MTD. AUTOMATIC HAND DRYER

ELONGATED TOILET (STD. HGT.)

TOILET SEAT

SURF. MTD. 1 14" DIA. GRAB BAR (36" LONG)

SURF. MTD. SINGLE JUMBO ROLL TOILET PAPER DISPENSER

SURF. MTD. SANITARY NAPKIN DISPOSAL

SOLID CORE RESIN BASED TOILET PARTITION SYSTEM

SURF. MTD. HORIZ. FOLD-DOWN BABY CHANGING STATION

HI-LOW WATER FOUNTAIN

RECESSED WALL HYDRANT WATER SUPPLY HOSE BIBB

PRECAST MOP SINK

12" SWINGING FAUCET WITH WALL CONTROL

HANDS-FREE FAUCET

ELONGATED TOILET (ADA HGT.)


AUTO-FLUSH FLUSH VALVE

WALL-HUNG URINAL (STD. HGT.)


25

SHOWER HEAD WITH WALL CONTROL26

3 12" THICK CONC. COUNTER W/ EPOXY FINISH (SEE DET. X/A-XXX)

MARK MODEL

WALL-HUNG URINAL (ADA HGT.)

27

SURF. MTD. SEAT COVER DISPENSER

BOBRICK B-2013

BOBRICK B-290

BOBRICK B-715

BOBRICK B-2890

BOBRICK B-254

BOBRICK B-221

BOBRICK B-5806-36

BOBRICK B-5806-42

KOALA KARE KB110-SSWM

(18"w X 36"h or 24"w X 36"h)

SCRANTON

A1 REFLECTED CEILING PLAN SCALE : 1/4" = 1'-0"



A2 FIXTURE & ACCESSORY PLAN SCALE : 1/4" = 1'-0"A4 INTERIOR ELEVATIONSSCALE : 1/4" = 1'-0"

A3 FIXTURE & ACCESSORY SCHEDULE SCALE : 1/4" = 1'-0"


Sheet Title:


Date:

Drawn By:

Project No:

Sheet Number:

Project Manager:

Prepared for:

Project Name:

Consultants:

Seal:

Site Map:

Project Phase:

Scale:

INDICATES EXISTING INTERIORPARTITION TO REMAIN

INDICATES EXISTING INTERIORPARTITION TO BE REMOVED

LEGEND:

INDICATES EXISTING DOOR TO REMAIN

HATCH DENOTES EXISTING TO REMAINNO WORK IN THIS AREA

7. TOUCH-UP REMAINING STRUCTURES TO MATCH EXISTING CONDITIONS.

1. THE CONSTRUCTION SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, EXTENSIONS, CONNECTIONS, CUTTING,PATCHING, PAINTING, REPAIRING, ADAPTING AND OTHER WORK, INCIDENTAL TO, AND TOGETHER WITH SUCHTEMPORARY CONNECTIONS AS MAY BE REQUIRED. THE CONSTRUCTION SHALL ALSO INCLUDE THE REMOVAL OFMATERIALS AS DIRECTED.

2. ANY WORK NOT SHOWN ON THE DRAWING OR SPECIFICALLY MENTIONED IN THE SPECIFICATIONS, BUTCONSIDERED NECESSARY FOR THE COMPLETION OF THE WORK IN PROPER MANNER SHALL BE PROVIDED BY THISCONTRACTOR WITHOUT ADDITIONAL CHARGE.

3. WHERE PRESENT WORK IS DAMAGED IN THE EXECUTION OF THIS CONTRACT, OR WHERE OPENINGS ARE LEFTDUE TO THE REMOVAL OF PIPES, EQUIPMENT OR APPARATUS, THE SAME SHALL BE REPAIRED OR CLOSED UP TOCORRESPOND IN MATERIAL, QUALITY, SHAPE, AND FINISH WITH THAT OF SIMILAR AND ADJOINING WORK,UNLESS OTHERWISE CALLED FOR. WHERE DAMAGE IS NOT REPAIRABLE, NEW ITEMS OR EQUIPMENT SHALL BEPROVIDED.

4. INTERRUPTION OF EXISTING FACILITIES OR SERVICES SHALL BE KEPT TO A MINIMUM AND THE CONTRACTORSHALL FURNISH ALL MATERIALS REQUIRED WHENEVER TEMPORARY CONNECTIONS ARE NECESSARY TO MAINTAINCONTINUITY OF SERVICE. INTERRUPTION OF EXISTING SERVICES, THE INSTALLATION OF TEMPORARY FACILITIES,AND THE WORK OF MAKING FINAL CONNECTIONS TO THE NETWORK SHALL BE DONE ONLY AT SUCH TIMES ASPERMITTED AND SCHEDULED BY THE OWNER WITHOUT ADDITIONAL COST. CARE MUST BE USED IN RESOLVINGSERVICES TO AREAS BEING DEMOLISHED SO THAT SERVICES TO OTHER AREAS WHICH MIGHT BE SERVED THROUGHTHESE AREAS WILL NOT BE INTERRUPTED.

5. ANY AND ALL WORK SHALL BE PERFORMED DURING NORMAL BUSINESS HOURS AS STIPULATED BY THE OWNER,LANDLORD, AND THE MUNICIPALITY IN WHICH THE PROJECT IS LOCATED.

6. ALL DEBRIS SHALL BE DISPOSED OF AS PER ALL APPLICABLE CODES AND/OR LAWS.

8. ALL WORK SHALL BE PERFORMED TO MEET AND COMPLY WITH A.D.A. STANDARDS AND FLORIDA ACCESSIBILITYCODE FOR BUILDING CONSTRUCTION, CHAPTER 11, PART A OF THE 2010 FLORIDA BUILDING CODE.


GENERAL DEMOLITION NOTES:

11.)

A.)

10.)

9.)

A.)

8.)

7.)

6.)

5.)

4.)

3.)

2.)

D.)

C.)

B.)

A.)

1.)


CUT, MOVE OR REMOVE ITEMS AS NECESSARY TO PROVIDE ACCESS OR TO ALLOW ALTERATIONS AND NEWWORK TO PROCEED. INCLUDE SUCH ITEMS AS:

REPAIR OR REMOVAL OF HAZARDOUS OR UNSANITARY CONDITIONS.

REMOVAL OF ABANDONED ITEMS AND ITEMS SERVING NO USEFUL PURPOSE, SUCH AS ABANDONEDPIPING, CONDUIT AND WIRING.

REMOVAL OF UNSUITABLE OR EXTRANEOUS MATERIALS NOT MARKED FOR SALVAGE, SUCH ASABANDONED FURNISHINGS AND EQUIPMENT, AND DEBRIS SUCH AS ROTTED WOOD, RUSTED METAL ANDDETERIORATED CONCRETE.

CLEANING OF SURFACES, AND REMOVAL OF SURFACE FINISHES AS NEEDED TO INSTALL NEW WORKAND FINISHES.

WHEN ALTERATIONS AND CONNECTIONS OF NEW CONSTRUCTION TO EXISTING CONSTRUCTION OCCUR AT DUSTSENSITIVE AREAS, EXECUTE ALL MEASURES TO COMPLETELY CONTROL AND SEPERATE DUST FROM EXISTINGAREAS, EQUIPMENT AND FURNISHINGS.

ASSIGN THE WORK OF MOVING, REMOVAL, CUTTING AND PATCHING, TO TRADES QUALIFIED TO PERFORM THEWORK IN A MANNER TO CAUSE LEAST DAMAGE TO EACH TYPE OF WORK, AND PROVIDE MEANS OF RETURNINGTO APPEARANCE OF NEW WORK.

PERFORM CUTTING AND REMOVAL WORK TO REMOVE MINIMUM NECESSARY AND IN A MANNER TO AVOIDDAMAGE TO ADJACENT WORK.

CUT FINISH SURFACES SUCH AS MASONRY, GYPSUM WALLBOARD, STUCCO, WALL COVERING, TILE, PLASTER ORMETALS, BY METHODS TO TEMINATE SURFACES ON A STRAIGHT LINE AT A NATURAL POINT OF DIVISION.

PROTECT FROM DAMAGE EXISTING FINISHES, EQUIPMENT, AND ADJACENT WORK WHICH IS SCHEDULED TOREMAIN.

REROUTE OR EXTEND EXISTING ELECTRICAL, PLUMBING OR AIR CONDITIONING LINES IN AREAS WHEREDEMOLITION IS TO OCCUR. (REFER TO ELECTRICAL, PLUMBING AND MECHANICAL DRAWINGS).

PROVIDE SAME PRODUCTS OR TYPES OF CONSTRUCTION AS THAT IN EXISTING STRUCTURE, AS NEEDED TOPATCH, EXTEND OR TO MATCH EXISTING WORK.

CONTRACT DOCUMENTS WILL NOT DEFINE PRODUCTS OR STANDARDS OF WORKMANSHIP PRESENT INEXISTING CONSTRUCTION; CONTRACTOR SHALL DETERMINE PRODUCTS BY INSPECTION AND ANYNECESSARY TESTING, AND WORKMANSHIP BY USE OF THE EXISTING AS A SAMPLE OF COMPARISON.

PATCH AND EXTEND EXISTING WORK USING SKILLED MECHANICS WHO ARE CAPABLE OF MATCHINGEXISTING QUALITY OF WORKMANSHIP. QUALITY OF PATCHED OR EXTENDED WORK SHALL BE NOT LESSTHAN THAT SPECIFIED FOR NEW WORK.

WHERE PARTITIONS ARE REMOVED, PATCH FLOORS, WALLS AND CEILING, WITH FINISH MATERIALS TOMATCH EXISTING.

WHERE REMOVAL OF PARTITIONS RESULT IN ADJACENT SPACE BECOMING ONE, REWORK FLOORS,WALLS, AND CEILINGS TO PROVIDE SMOOTH PLANES WITHOUT BREAKS, STEPS, OR BULKHEADS.

WHERE NEW WORK ABUTS EXISTING FINISHES FINISH FLUSH WITH EXISTING WORK, MAKING A SMOOTH ANDFLAWLESS TRANSITION.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

REMOVE EXISTING TOILETS

REMOVE EXISTING TOILETS PARTITIONS & ACCESSORIES

REMOVE EXISTING SINKS

REMOVE EXISTING JANITOR SINK

REMOVE EXISTING URINALS

REMOVE EXISTING DRINKING FOUNTAIN

REMOVE EXISTING LIGHTS FIXTURES

REMOVE EXISTING DOOR, FRAME AND ASSOCIATED COMPONENTS COMPLETELY

REMOVE EXISTING CMU BLOCK WALLS

REMOVE EXISTING FIRE EXTINGUISHER CABINET. PATCH, REPAIR, REFINISH REMAINING SURFACES ANDPREPARE TO RECEIVE NEW FINISHES. STORE AND PROTECT DURING CONSTRUCTION FOR REUSE.

EXISTING DOOR AND FRAME TO BE REMOVED IF NECESSARY TO CHANGE SWING DIRECTION. MODIFY ORPROVIDE NEW HINGES AS NECESSARY.

REMOVE EXISTING FLOORING AND BASE TO THE EXTENT REQUIRED TO INSTALL NEW FLOORING ANDBASE PER FINISH SCHEDULE PATCH AND PREPARE REMAINING SLAB TO RECEIVE NEW FLOORING.

EXISTING CEILING TILE, GRID AND LIGHT FIXTURES TO BE REMOVED. INCLUSIVE OF ASSOCIATEDCONDUITS, WIRE, HANGERS, ETC. TO SOURCE, UNLESS SLATED FOR REUSE OR RELOCATION..

REMOVE EXISTING WALL AND ASSOCIATED COMPONENTS COMPLETELY. PATCH, REPAIR, REFINISHREMAINING SURFACES AND PREPARE TO RECEIVE NEW FINISHES. REMOVE ASSOCIATED UTILITIES,CONDUITS, ETC. TO SOURCE.

REMOVE EXISTING GRAB BAR

REMOVE EXISTING CONCRETE LOUVER UNITS

REMOVE EXISTING GLASS BLOCK

REMOVE PORTION OF EXISTING WALL AND ASSOCIATED COMPONENTS FROM UNDERSIDE OF EXISTINGBEAM TO FLOOR TO CREATE THE FINISHED OPENING AS ILLUSTRATED IN THE ELEVATIONS. THIS MAYINCLUDE ADDITIONAL WALL MATERIAL FOR NEW STRUCTURAL COMPONENTS (SEE STRUCT. DWG'S.).PREPARE REMAINING SURFACES FOR NEW CONCRETE EDGES, AND DOOR OR LOUVER COMPONENTS.REMOVE ASSOCIATED UTILITIES, CONDUITS, ETC. TO SOURCE. SHORE AS REQUIRED.

REMOVE PORTION OF EXISTING WALL AND ASSOCIATED COMPONENTS TO CREATE THE FINISHEDOPENING AS ILLUSTRATED IN THE ELEVATIONS. THIS MAY INCLUDE ADDITIONAL WALL MATERIAL FOR NEWSTRUCTURAL COMPONENTS (SEE STRUCTURAL DWG'S.). PREPARE REMAINING SURFACES FOR NEWCONCRETE EDGES, AND LOUVER COMPONENTS. REMOVE ASSOCIATED UTILITIES, CONDUITS, ETC. TOSOURCE.

REMOVE EXISTING CONCRETE SIDEWALK. COORDINATE WITH EDSA LANDSCAPE SITE PLAN FOR EXTENTOF WORK.

15

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18

19

20

1 DEMOLITION FLOOR PLAN SCALE : 1/4" = 1'-0"2 DEMOLITION REFLECTED CEILING PLANSCALE : 1/4" = 1'-0"

3 GENERAL NOTES 5 LEGEND4 KEY NOTES


Sheet Title:


Date:

Drawn By:

Project No:

Sheet Number:

Project Manager:

Prepared for:

Project Name:

Consultants:

Seal:

Site Map:

Project Phase:

Scale:


PRESSURE

(PSF)
















TOP OF ROOF+8'-6" A.F.F.


TOP OF PYLON+13'-6" A.F.F.














A3 EXISTING FRONT ELEVATIONSCALE : 1/4" = 1'-0"

A4 EXISTING REAR ELEVATIONSCALE : 1/4" = 1'-0"

A5 EXISTING NORTH ELEVATIONSCALE : 1/4" = 1'-0"

A6 EXISTING SOUTH ELEVATIONSCALE : 1/4" = 1'-0"



A7 VENTILATION CALCULATIONSNO SCALE


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RESTROOM ACCESSORIES LEGENDMANUF'R. DESCRIPTION

1

2

3

4

5

6

7

8

10

9

11

12

13

15

16

17

14

18

19

20

21

22

23

24

DROP-IN LAVATORY

WALL-HUNG LAVATORY

HANDS-FREE FAUCET

SURF. MTD. MIRROR

SURF. MTD. AUTOMATIC FOAM SOAP DISPENSER

SURF. MTD. AUTOMATIC HAND DRYER

ELONGATED TOILET (STD. HGT.)

TOILET SEAT


SURF. MTD. SINGLE JUMBO ROLL TOILET PAPER DISPENSER

SURF. MTD. SANITARY NAPKIN DISPOSAL

SOLID CORE RESIN BASED TOILET PARTITION SYSTEM

SURF. MTD. HORIZ. FOLD-DOWN BABY CHANGING STATION

HI-LOW WATER FOUNTAIN

RECESSED WALL HYDRANT WATER SUPPLY HOSE BIBB

PRECAST MOP SINK

12" SWINGING FAUCET WITH WALL CONTROL

HANDS-FREE FAUCET

ELONGATED TOILET (ADA HGT.)



WALL-HUNG URINAL (STD. HGT.)


25

SHOWER HEAD WITH WALL CONTROL26

3 12" THICK CONC. COUNTER W/ EPOXY FINISH (SEE DET. X/A-XXX)

MARK MODEL

WALL-HUNG URINAL (ADA HGT.)

27

SURF. MTD. SEAT COVER DISPENSER

BOBRICK B-2013

BOBRICK B-290

BOBRICK B-715

BOBRICK B-2890

BOBRICK B-254

BOBRICK B-221

BOBRICK B-5806-36

BOBRICK B-5806-42

KOALA KARE KB110-SSWM

(18"w X 36"h or 24"w X 36"h)

SCRANTON




A1 REFLECTED CEILING PLAN SCALE : 1/4" = 1'-0"

A3 FIXTURES & ACCESSORIES LEGEND

A2 FIXTURES & ACCESSORIES PLANSCALE : 1/4" = 1'-0"

A4 INTERIOR ELEVATIONSSCALE : 1/4" = 1'-0"



A5 BUILDING SECTIONSCALE : 1/4" = 1'-0"


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A4-

1

C

STORAGEDUMPSTER

DUMPSTERA4-1A

A4-1B

A4-

1

C

TOP OF SLAB+ 0'-0" (GND. FLR.)

TOP OF BOND BM.+ 6'-0"

+ 10'-0" (HIGH END)ROOF DECK BRG.



ROOF DECK BRG.+ 9'-4" (LOW END)

A4-

1B



ROOF DECK BRG.+ 9'-4" (LOW END)

ROOF DECK BRG.+ 10'-0" (HIGH END)

A4-

1

A


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Scale:

1 FLOOR PLAN SCALE : 1/4" = 1'-0"

3 FRONT ELEVATIONSCALE : 1/4" = 1'-0"

4 REAR ELEVATIONSCALE : 1/4" = 1'-0" 5 RIGHT SIDE ELEVATION (LEFT SIM.)SCALE : 1/4" = 1'-0"

2 FOUNDATION PLAN SCALE : 1/4" = 1'-0"

A WALL SECTIONSCALE : 1/2" = 1'-0" B WALL SECTIONSCALE : 1/2" = 1'-0" C WALL SECTIONSCALE : 1/2" = 1'-0"

6 UTILITIES PLANSCALE : 1/4" = 1'-0"

D ROOF DESIGN PRESSURENO SCALE

ATLANTIC OCEAN

ATLANTIC OCEAN

8.8 DUNE ELEV 8.1 DUNE ELEV8.3 DUNE ELEV8.6 DUNE ELEV

8.2 DUNE ELEV


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:\201

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PLANNING LANDSCAPE ARCHITECTURE URBAN DESIGN

1512 E. BROWARD BOULEVARD, SUITE 110

FORT LAUDERDALE, FLORIDA 33301 USA

LCC000001

TEL: 954.524.3330www.edsaplan.com

Project Phase:

Scale:

OCEAN PARK REVITALIZATIONPHASE 1

CONSTRUCTION DOCUMENTS

CITY OF DANIA BEACH, FLORIDA100 WEST DANIA BEACH BLVD.DANIA BEACH, FL 33004

CRAVEN THOMPSON & ASSOCIATES, INC.

1234

C-302

LEGEND:

PAVING, GRADINGAND DRAINAGE PLAN

NORTH

VERTICAL DATUMCONVERSION

1"=20'

SHG

SHG

JMF

12-1028.01

09-04-2015

10-02-2015 PLAN ADDENDUM #11 SHG

GRADING AND DRAINAGE NOTES:

1

AutoCAD SHX TextCB

AutoCAD SHX TextCATCH BASIN R.E.=2.60' I.E.=(-)1.37(W) 32'' RCP B.O.S.=(-)1.39

AutoCAD SHX Text10.4


AutoCAD SHX Text8.8

AutoCAD SHX Text8.8

AutoCAD SHX Text9.1

AutoCAD SHX Text9.0

AutoCAD SHX Text8.3

AutoCAD SHX Text8.6

AutoCAD SHX Text8.0

AutoCAD SHX Text8.6

AutoCAD SHX Text7.1

AutoCAD SHX Text7.9

AutoCAD SHX Text8.3

AutoCAD SHX Text7.7

AutoCAD SHX Text8.1

AutoCAD SHX Text7.9

AutoCAD SHX Text7.9

AutoCAD SHX Text7.2

AutoCAD SHX Text7.4

AutoCAD SHX Text8.1

AutoCAD SHX Text7.7

AutoCAD SHX Text9.0

AutoCAD SHX Text8.3

AutoCAD SHX Text8.5

AutoCAD SHX Text8.7

AutoCAD SHX Text8.4

AutoCAD SHX Text8.1

AutoCAD SHX Text7.6

AutoCAD SHX Text7.5

AutoCAD SHX Text8.5

AutoCAD SHX Text7.7

AutoCAD SHX Text7.9

AutoCAD SHX Text8.7

AutoCAD SHX Text8.6

AutoCAD SHX Text9.7

AutoCAD SHX Text9.1

AutoCAD SHX Text8.1

AutoCAD SHX Text6.6

AutoCAD SHX Text9.3

AutoCAD SHX Text7.5

AutoCAD SHX Text8.5

AutoCAD SHX Text8.2

AutoCAD SHX Text8.3

AutoCAD SHX Text8.5

AutoCAD SHX Text8.8

AutoCAD SHX Text7.6

AutoCAD SHX Text7.5

AutoCAD SHX Text7.0

AutoCAD SHX Text7.9

AutoCAD SHX Text7.3

AutoCAD SHX Text6.4

AutoCAD SHX Text7.1

AutoCAD SHX Text6.8

AutoCAD SHX Text6.7

AutoCAD SHX Text6.7

AutoCAD SHX Text7.2

AutoCAD SHX Text5.4

AutoCAD SHX Text7.1

AutoCAD SHX Text6.3

AutoCAD SHX Text5.7

AutoCAD SHX Text5.2

AutoCAD SHX Text4.8

AutoCAD SHX Text5.0

AutoCAD SHX Text5.2

AutoCAD SHX Text5.2

AutoCAD SHX Text5.1

AutoCAD SHX Text5.1

AutoCAD SHX Text5.6

AutoCAD SHX Text6.2

AutoCAD SHX Text6.4

AutoCAD SHX Text6.8

AutoCAD SHX Text7.4

AutoCAD SHX Text5.3

AutoCAD SHX Text5.2

AutoCAD SHX Text4.9

AutoCAD SHX Text5.0

AutoCAD SHX Text6.6

AutoCAD SHX Text5.9

AutoCAD SHX Text5.6

AutoCAD SHX Text5.5

AutoCAD SHX Text5.2

AutoCAD SHX Text5.1

AutoCAD SHX Text5.1

AutoCAD SHX Text5.1

AutoCAD SHX Text6.4

AutoCAD SHX Text5.7

AutoCAD SHX Text5.1

AutoCAD SHX Text4.8

AutoCAD SHX Text4.8

AutoCAD SHX Text7.4

AutoCAD SHX Text4.5

AutoCAD SHX Text4.6

AutoCAD SHX Text6.2

AutoCAD SHX Text3.9

AutoCAD SHX Text4.8

AutoCAD SHX Text6.1

AutoCAD SHX Text5.8

AutoCAD SHX Text6.3

AutoCAD SHX Text6.3

AutoCAD SHX Text5.3

AutoCAD SHX Text4.2

AutoCAD SHX Text4.6

AutoCAD SHX Text6.2

AutoCAD SHX Text4.1

AutoCAD SHX Text2.3

AutoCAD SHX Text-0.2

AutoCAD SHX Text5.0

AutoCAD SHX Text3.7

AutoCAD SHX Text2.3


AutoCAD SHX Text6.1

AutoCAD SHX Text4.7

AutoCAD SHX Text2.3


AutoCAD SHX Text5.2

AutoCAD SHX Text4.3

AutoCAD SHX Text2.0


AutoCAD SHX Text4.3

AutoCAD SHX Text3.5

AutoCAD SHX Text1.8


AutoCAD SHX Text4.1

AutoCAD SHX Text3.7

AutoCAD SHX Text1.9


AutoCAD SHX Text8.1

AutoCAD SHX Text8.3

AutoCAD SHX Text8.3

AutoCAD SHX Text9.0







AutoCAD SHX Text8.8

AutoCAD SHX Text8.8

AutoCAD SHX Text9.1

AutoCAD SHX Text9.0

AutoCAD SHX Text8.3

AutoCAD SHX Text8.6

AutoCAD SHX Text8.0

AutoCAD SHX Text8.6

AutoCAD SHX Text7.1

AutoCAD SHX Text7.9

AutoCAD SHX Text8.3

AutoCAD SHX Text7.7

AutoCAD SHX Text8.1

AutoCAD SHX Text7.9

AutoCAD SHX Text7.9

AutoCAD SHX Text7.2

AutoCAD SHX Text7.4

AutoCAD SHX Text8.1

AutoCAD SHX Text7.7

AutoCAD SHX Text9.0

AutoCAD SHX Text8.3

AutoCAD SHX Text8.5

AutoCAD SHX Text8.7

AutoCAD SHX Text8.4

AutoCAD SHX Text8.1

AutoCAD SHX Text7.6

AutoCAD SHX Text7.5

AutoCAD SHX Text8.5

AutoCAD SHX Text7.7

AutoCAD SHX Text7.9

AutoCAD SHX Text8.7

AutoCAD SHX Text8.6

AutoCAD SHX Text9.7

AutoCAD SHX Text9.1

AutoCAD SHX Text8.1

AutoCAD SHX Text6.6

AutoCAD SHX Text9.3

AutoCAD SHX Text7.5

AutoCAD SHX Text8.5

AutoCAD SHX Text8.2

AutoCAD SHX Text8.3

AutoCAD SHX Text8.5

AutoCAD SHX Text8.8

AutoCAD SHX Text7.6

AutoCAD SHX Text7.5

AutoCAD SHX Text7.0

AutoCAD SHX Text7.9

AutoCAD SHX Text7.3

AutoCAD SHX Text6.4

AutoCAD SHX Text7.1

AutoCAD SHX Text6.8

AutoCAD SHX Text6.7

AutoCAD SHX Text6.7

AutoCAD SHX Text7.2

AutoCAD SHX Text5.4

AutoCAD SHX Text7.1

AutoCAD SHX Text6.3

AutoCAD SHX Text5.7

AutoCAD SHX Text5.2

AutoCAD SHX Text4.8

AutoCAD SHX Text5.0

AutoCAD SHX Text5.2

AutoCAD SHX Text5.2

AutoCAD SHX Text5.1

AutoCAD SHX Text5.1

AutoCAD SHX Text5.6

AutoCAD SHX Text6.2

AutoCAD SHX Text6.4

AutoCAD SHX Text6.8

AutoCAD SHX Text7.4

AutoCAD SHX Text5.3

AutoCAD SHX Text5.2

AutoCAD SHX Text4.9

AutoCAD SHX Text5.0

AutoCAD SHX Text6.6

AutoCAD SHX Text5.9

AutoCAD SHX Text5.6

AutoCAD SHX Text5.5

AutoCAD SHX Text5.2

AutoCAD SHX Text5.1

AutoCAD SHX Text5.1

AutoCAD SHX Text5.1

AutoCAD SHX Text6.4

AutoCAD SHX Text5.7

AutoCAD SHX Text5.1

AutoCAD SHX Text4.8

AutoCAD SHX Text4.8

AutoCAD SHX Text7.4

AutoCAD SHX Text4.5

AutoCAD SHX Text4.6

AutoCAD SHX Text6.2

AutoCAD SHX Text3.9

AutoCAD SHX Text4.8

AutoCAD SHX Text6.1

AutoCAD SHX Text5.8

AutoCAD SHX Text6.3

AutoCAD SHX Text6.3

AutoCAD SHX Text5.3

AutoCAD SHX Text4.2

AutoCAD SHX Text4.6

AutoCAD SHX Text6.2

AutoCAD SHX Text4.1

AutoCAD SHX Text2.3


AutoCAD SHX Text5.0

AutoCAD SHX Text3.7

AutoCAD SHX Text2.3


AutoCAD SHX Text6.1

AutoCAD SHX Text4.7

AutoCAD SHX Text2.3


AutoCAD SHX Text5.2

AutoCAD SHX Text4.3

AutoCAD SHX Text2.0


AutoCAD SHX Text4.3

AutoCAD SHX Text3.5

AutoCAD SHX Text1.8


AutoCAD SHX Text4.1

AutoCAD SHX Text3.7

AutoCAD SHX Text1.9


AutoCAD SHX Text8.1

AutoCAD SHX Text8.3

AutoCAD SHX Text8.3

AutoCAD SHX Text9.0






















































































































































































































































































































































AutoCAD SHX Text1 STORY

AutoCAD SHX TextRESTROOM FACILITY

AutoCAD SHX TextCONC.


















AutoCAD SHX TextF.F. ELEV.=5.41


AutoCAD SHX TextASPHALT








AutoCAD SHX Text3' W.F.

AutoCAD SHX TextTYPICAL 8'' CONC. CURB






AutoCAD SHX TextSAND BEACH

AutoCAD SHX TextELECTRIC PANEL


AutoCAD SHX Text6' C.L.F. ENCLOSURE W/ LIFT STATION (NO ACCESS)




AutoCAD SHX Text14'x12' FIBERGLASS LIFEGUARD STAND ON WOOD SKIDS

AutoCAD SHX TextAPPROXIMATE HIGH WATER LINE 9-26-14

AutoCAD SHX TextAPPROXIMATE MEAN HIGH WATER LINE (SEE NOTE 14)



AutoCAD SHX TextNEW WOOD CROSSOVER, PLANS BY OTHERS

AutoCAD SHX TextNEW WOOD DECK, PLANS BY OTHERS

AutoCAD SHX TextEXISTING RESTROOM BUILDING TO BE RENOVATED, SEE ARCH PLANS FOR DETAILS. FFE=6.00

AutoCAD SHX TextPEDESTRIAN RAMP NOT TO EXCEED 1:12, SEE ARCH PLANS FOR HANDRAIL DETAILS

AutoCAD SHX TextMATCH EXISTING GRADE AT SIDEWALK CONNECTION 4.50




AutoCAD SHX TextREFER TO DUNE PLANS BY OTHERS FOR DETAILS ON CONNECTION AND GRADING





AutoCAD SHX TextMATCH EXISTING GRADE AT RAMP CONNECTION 4.20

AutoCAD SHX TextPROVIDE HANDRAIL, SEE ARCH PLANS FOR DETAILS

AutoCAD SHX TextREMOVE DAMAGED POWER POLE AND RELOCATE MINOR UTILITIES, SEE PLANS BY OTHERS



AutoCAD SHX TextMATCH EXISTING GRADE AT RAMP CONNECTION 4.20

AutoCAD SHX TextLAUDERDALE BY THE SEA, FL 33308

AutoCAD SHX Text241 COMMERCIAL BLVD.

AutoCAD SHX TextPHONE:(954) 522-1004

AutoCAD SHX TextFAX: (954) 522-7630

AutoCAD SHX TextFLYNN ENGINEERING SERVICES, P.A.

AutoCAD SHX TextCIVIL ENGINEERS

AutoCAD SHX Textwww.flynnengineering.com

AutoCAD SHX TextEB# 6578

AutoCAD SHX Text714 East McNab Road

AutoCAD SHX TextPompano Beach, Florida 33060

AutoCAD SHX Texttel. 954.782.1908

AutoCAD SHX Textfax. 954.782.1108

AutoCAD SHX TextGROUP

AutoCAD SHX TextINC.

AutoCAD SHX Textwww.thechappellgroup.com

AutoCAD SHX Text3563 N.W. 53RD STREET, FORT LAUDERDALE, FLORIDA 33309 FAX: (954) 739-6409 TEL.: (954) 739-6400

AutoCAD SHX TextPLANNERS

AutoCAD SHX TextSURVEYORS

AutoCAD SHX TextENGINEERS

AutoCAD SHX TextCMS-Construction Management Services, Inc.

AutoCAD SHX Text10 Fairway Drive, Suite 301 Deerfield Beach, FL 33441 Telephone: (954) 481-1611 Facsimile: (954) 427-3142

AutoCAD SHX TextSUNSHINE STATE ONE CALL OF FLORIDA, INC.

AutoCAD SHX TextCALL 48 HOURS BEFORE YOU DIG IN FLORIDA

AutoCAD SHX TextIT'S THE LAW!

AutoCAD SHX Text811

AutoCAD SHX TextSAMPLE POINT

AutoCAD SHX TextW

AutoCAD SHX TextEXIST. WATER MAIN

AutoCAD SHX TextPROPOSED CATCH BASIN

AutoCAD SHX TextDIRECTION OF SURFACE DRAINAGE

AutoCAD SHX TextEDGE OF PROPOSED PAVEMENT

AutoCAD SHX TextDIRECTIONAL FLOW ARROW

AutoCAD SHX TextBACKFLOW PREVENTOR

AutoCAD SHX TextFIRE HYDRANT

AutoCAD SHX Text(ASPHALT)

AutoCAD SHX TextPROPOSED PRIVATE WATER MAIN

AutoCAD SHX TextPROPOSED CLEANOUT

AutoCAD SHX TextVALVE

AutoCAD SHX TextM

AutoCAD SHX TextAND GRAVITY SEWER

AutoCAD SHX TextREDUCED PRESSURE

AutoCAD SHX TextWATER METER

AutoCAD SHX TextPROPOSED PLUG

AutoCAD SHX TextTEE

AutoCAD SHX TextPROPOSED ELEVATION


AutoCAD SHX Text7.35'

AutoCAD SHX TextEXISTING ELEVATION

AutoCAD SHX TextSIAMESE CONNECTION

AutoCAD SHX TextEXISTING CLEANOUT

AutoCAD SHX TextEXISTING PROPERTY LINE

AutoCAD SHX TextFM

AutoCAD SHX TextEXIST. FORCE MAIN

AutoCAD SHX TextPROPOSED PUBLIC WATER MAIN

AutoCAD SHX TextDOUBLE DETECTOR CHECK W/ WAFER CHECK VALVE ON DOWNSTREAM SIDE

AutoCAD SHX TextGRADING SHOWN UTILIZES N.A.V.D. 88

AutoCAD SHX TextN.G.V.D. 29

AutoCAD SHX TextN.A.V.D. 88

AutoCAD SHX TextN.A.V.D. 88 = N.G.V.D. 29 - 1.60'

AutoCAD SHX TextN.G.V.D. 29 = N.A.V.D. 88 + 1.60'

AutoCAD SHX TextFLOOD ZONE "VE" ELEV 11.0' NAVD ON FIRM MAP #12011C0586 H, DATE AUGUST 18, 2014 FLOOD ZONE "AE" ELEV 9.0' NAVD ON FIRM MAP #12011C0586 H, DATE AUGUST 18, 2014 FLOOD ZONE "AE" ELEV 7.0' NAVD ON FIRM MAP #12011C0586 H, DATE AUGUST 18, 2014 BROWARD COUNTY 100 YEAR 3 DAY CONTOUR= ELEV. 6.50 NAVD AVERAGE WET SEASON WATER LEVEL= ELEV. 0.50 NAVD

AutoCAD SHX Text1.ALL STORM DRAINAGE LINE FROM THE BLDG SHALL BE LAID @ 1.0% ALL STORM DRAINAGE LINE FROM THE BLDG SHALL BE LAID @ 1.0% MINIMUM SLOPE UNLESS NOTED OTHERWISE ON PLANS. 2.CLEANOUTS ON STORM DRAINAGE LINES ARE TO BE ADJUSTED TO BE CLEANOUTS ON STORM DRAINAGE LINES ARE TO BE ADJUSTED TO BE FLUSH W/FINISHED GRADE. 3.CONTRACTOR SHALL PROVIDE FITTINGS (WYES, TEE, REDUCERS, ETC.) CONTRACTOR SHALL PROVIDE FITTINGS (WYES, TEE, REDUCERS, ETC.) AS REQUIRED TO FURNISH A COMPLETE WORKING SYSTEM BASED ON THE LAYOUT SHOWN ON THESE PLANS. 4.LANDSCAPED AREAS SHALL BE GRADED TO DRAIN TO THE CATCH LANDSCAPED AREAS SHALL BE GRADED TO DRAIN TO THE CATCH BASIN INLETS. FIELD ADJUST GRADING AS REQUIRED. 5.SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE BUILDING SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE BUILDING PLUMBING CONTRACTOR FOR EXACT LOCATION OF CONNECTION POINTS BETWEEN THE BUILDING AND SITE WATER, SEWER AND DRAINAGE LINES (VERTICALLY AND HORIZONTALLY). 6.RECTANGULAR CATCH BASIN AND YARD DRAIN GRATES SHALL BE RECTANGULAR CATCH BASIN AND YARD DRAIN GRATES SHALL BE INSTALLED SUCH THAT THE LONG AXIS OF GRATE PARALLELS THE CLOSEST ADJACENT WALK, BLDG.,DRIVE WAY, PROPERTY LINE, OR ROADWAY. 7.COORDINATE LOCATION IN FIELD OF ALL CATCH BASINS & YARD COORDINATE LOCATION IN FIELD OF ALL CATCH BASINS & YARD DRAINS WITH LANDSCAPE CONTRACTOR TO AVOID CONFLICTS. 8.CENTERLINE OF YARD DRAINS @ BASE OF DOWN SPOUTS MUST ALIGN CENTERLINE OF YARD DRAINS @ BASE OF DOWN SPOUTS MUST ALIGN WITH CENTERLINE OF DOWN SPOUT PRIOR TO FINAL ACCEPTANCE BY OWNER. REFERENCE ARCH. PLANS FOR EXACT LOCATION OF DOWN SPOUTS. 9.CONTRACTOR SHALL COORDINATE WITH THE ENGINEER & LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER & LANDSCAPE ARCHITECT TO FIELD ADJUST GRADING & UNDERGROUND PIPING AS REQUIRED TO PRESERVE EXISTING TREES TO REMAIN. 10.CATCH BASINS LOCATED IN PARKING LOT SHALL BE CENTERED IN CATCH BASINS LOCATED IN PARKING LOT SHALL BE CENTERED IN DRIVEWAYS UNLESS NOTED OTHERWISE. 11.CONTRACTOR TO COORDINATE CONCRETE TESTING WITH OWNER. CONTRACTOR TO COORDINATE CONCRETE TESTING WITH OWNER. 12.ALL EXISTING STRUCTURES SHALL BE CORE DRILLED WHEN CONNECTING ALL EXISTING STRUCTURES SHALL BE CORE DRILLED WHEN CONNECTING TO THEM. 13.ALL EXISTING DRAINAGE STRUCTURES AND PIPES WILL BE CLEANED ALL EXISTING DRAINAGE STRUCTURES AND PIPES WILL BE CLEANED AND REPAIRED AS NECESSARY, PRIOR TO CONNECTING THEM TO PROPOSED DRAINAGE FACILITIES. 14.CUT AND FILL VOLUMES BASED ON TOPOGRAPHIC INFORMATION CUT AND FILL VOLUMES BASED ON TOPOGRAPHIC INFORMATION PROVIDED ON SURVEY BY CRAVEN THOMPSON & ASSOCIATES, INC., VALUES ARE APPROXIMATE AND SHOULD IN NO WAY BE TAKEN AS AN EXACT CALCULATION. CONTRACTOR RESPONSIBLE TO FIELD VERIFY AND CALCULATE ALL ACTUAL VALUES. 15.BEACH SAND FILL MATERIAL MINE INFORMATION AND CONTACT BEACH SAND FILL MATERIAL MINE INFORMATION AND CONTACT SPECIFIED AND PROVIDED BY THE CHAPPELL GROUP.

ATLANTIC OCEAN

ATLANTIC OCEAN

8.5 DUNE ELEV

8.1 DUNE ELEV

8.3 DUNE ELEV8.2 DUNE ELEV

8.2 DUNE ELEV


Sheet Title:


Date:

Drawn By:

Project No:

Sheet Number:

Project Manager:

Prepared for:

Project Name:

Dra

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:\201

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2-10

28.0

1 Da

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PHA

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1028

.00

SITE

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Oct 0

1, 2

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5:3

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Consultants:

Seal:

Site Map:

PLANNING LANDSCAPE ARCHITECTURE URBAN DESIGN

1512 E. BROWARD BOULEVARD, SUITE 110

FORT LAUDERDALE, FLORIDA 33301 USA

LCC000001

TEL: 954.524.3330www.edsaplan.com

Project Phase:

Scale:

OCEAN PARK REVITALIZATIONPHASE 1

CONSTRUCTION DOCUMENTS

CITY OF DANIA BEACH, FLORIDA100 WEST DANIA BEACH BLVD.DANIA BEACH, FL 33004

CRAVEN THOMPSON & ASSOCIATES, INC.

1234

C-303

LEGEND:

PAVING, GRADINGAND DRAINAGE PLAN

NORTH

VERTICAL DATUMCONVERSION

1"=20'

SHG

SHG

JMF

12-1028.01

09-04-2015

10-02-2015 PLAN ADDENDUM #11 SHG

GRADING AND DRAINAGE NOTES:

1

1

AutoCAD SHX TextCB

AutoCAD SHX TextCATCH BASIN R.E.=1.42' I.E.=(-)1.16(NW)18'' RCP B.O.S.=(-)3.02

AutoCAD SHX TextCB

AutoCAD SHX TextCATCH BASIN R.E.=1.44' I.E.=(-)1.48(SE) 18'' RCP I.E.=(-)1.61(W) 24'' RCP (ELLIPTICAL?) B.O.S.=(-)1.46

AutoCAD SHX Text8.6

AutoCAD SHX Text8.3

AutoCAD SHX Text8.5

AutoCAD SHX Text7.3

AutoCAD SHX Text8.2

AutoCAD SHX Text8.6

AutoCAD SHX Text9.1

AutoCAD SHX Text7.6

AutoCAD SHX Text7.5

AutoCAD SHX Text8.3

AutoCAD SHX Text8.2

AutoCAD SHX Text7.6

AutoCAD SHX Text7.2

AutoCAD SHX Text6.2

AutoCAD SHX Text8.5

AutoCAD SHX Text7.2

AutoCAD SHX Text8.9

AutoCAD SHX Text9.0

AutoCAD SHX Text9.1

AutoCAD SHX Text6.7

AutoCAD SHX Text7.0

AutoCAD SHX Text8.6

AutoCAD SHX Text5.6

AutoCAD SHX Text8.3

AutoCAD SHX Text5.4

AutoCAD SHX Text5.9

AutoCAD SHX Text7.3

AutoCAD SHX Text6.3

AutoCAD SHX Text7.5

AutoCAD SHX Text7.6

AutoCAD SHX Text7.7

AutoCAD SHX Text7.9

AutoCAD SHX Text8.1

AutoCAD SHX Text8.3

AutoCAD SHX Text7.1

AutoCAD SHX Text8.5

AutoCAD SHX Text7.2

AutoCAD SHX Text6.1

AutoCAD SHX Text6.7

AutoCAD SHX Text5.8

AutoCAD SHX Text6.2

AutoCAD SHX Text7.2

AutoCAD SHX Text8.1

AutoCAD SHX Text5.3

AutoCAD SHX Text5.6

AutoCAD SHX Text6.0

AutoCAD SHX Text6.8

AutoCAD SHX Text6.8

AutoCAD SHX Text6.1

AutoCAD SHX Text5.6

AutoCAD SHX Text6.8

AutoCAD SHX Text6.4

AutoCAD SHX Text5.1

AutoCAD SHX Text5.4

AutoCAD SHX Text3.6

AutoCAD SHX Text3.9

AutoCAD SHX Text5.5

AutoCAD SHX Text3.7

AutoCAD SHX Text3.8

AutoCAD SHX Text4.1

AutoCAD SHX Text6.1

AutoCAD SHX Text6.4

AutoCAD SHX Text6.6

AutoCAD SHX Text6.9

AutoCAD SHX Text6.6

AutoCAD SHX Text6.4

AutoCAD SHX Text6.0

AutoCAD SHX Text3.0

AutoCAD SHX Text3.0

AutoCAD SHX Text3.4

AutoCAD SHX Text6.2

AutoCAD SHX Text5.0

AutoCAD SHX Text6.0

AutoCAD SHX Text5.1

AutoCAD SHX Text5.0

AutoCAD SHX Text4.4

AutoCAD SHX Text4.2

AutoCAD SHX Text3.8

AutoCAD SHX Text3.8

AutoCAD SHX Text3.2

AutoCAD SHX Text3.7

AutoCAD SHX Text4.1

AutoCAD SHX Text4.4

AutoCAD SHX Text5.1

AutoCAD SHX Text5.3

AutoCAD SHX Text5.6

AutoCAD SHX Text6.3

AutoCAD SHX Text5.8

AutoCAD SHX Text5.5

AutoCAD SHX Text4.6

AutoCAD SHX Text4.1

AutoCAD SHX Text4.2

AutoCAD SHX Text4.4

AutoCAD SHX Text4.4

AutoCAD SHX Text4.5

AutoCAD SHX Text5.4

AutoCAD SHX Text6.0

AutoCAD SHX Text6.2

AutoCAD SHX Text6.3

AutoCAD SHX Text4.3

AutoCAD SHX Text4.3

AutoCAD SHX Text2.0

AutoCAD SHX Text0.0

AutoCAD SHX Text4.6

AutoCAD SHX Text4.3

AutoCAD SHX Text1.8


AutoCAD SHX Text5.2

AutoCAD SHX Text4.6

AutoCAD SHX Text2.4


AutoCAD SHX Text5.1

AutoCAD SHX Text4.4

AutoCAD SHX Text1.9


AutoCAD SHX Text4.2

AutoCAD SHX Text3.8

AutoCAD SHX Text1.9


AutoCAD SHX Text4.7

AutoCAD SHX Text4.0

AutoCAD SHX Text1.8


AutoCAD SHX Text8.2

AutoCAD SHX Text6.9

AutoCAD SHX Text7.7

AutoCAD SHX Text7.3

AutoCAD SHX Text7.8

AutoCAD SHX Text6.3

AutoCAD SHX Text7.2

AutoCAD SHX Text2.6

AutoCAD SHX Text2.6

AutoCAD SHX Text2.5

AutoCAD SHX Text2.3

AutoCAD SHX Text2.6

AutoCAD SHX Text2.3

AutoCAD SHX Text2.0

AutoCAD SHX Text2.6

AutoCAD SHX Text2.3

AutoCAD SHX Text1.7

AutoCAD SHX Text1.6

AutoCAD SHX Text2.1

AutoCAD SHX Text3.7

AutoCAD SHX Text8.6

AutoCAD SHX Text8.3

AutoCAD SHX Text8.5

AutoCAD SHX Text7.3

AutoCAD SHX Text8.2

AutoCAD SHX Text8.6

AutoCAD SHX Text9.1

AutoCAD SHX Text7.6

AutoCAD SHX Text7.5

AutoCAD SHX Text8.3

AutoCAD SHX Text8.2

AutoCAD SHX Text7.6

AutoCAD SHX Text7.2

AutoCAD SHX Text6.2

AutoCAD SHX Text8.5

AutoCAD SHX Text7.2

AutoCAD SHX Text8.9

AutoCAD SHX Text9.0

AutoCAD SHX Text9.1

AutoCAD SHX Text6.7

AutoCAD SHX Text7.0

AutoCAD SHX Text8.6

AutoCAD SHX Text5.6

AutoCAD SHX Text8.3

AutoCAD SHX Text5.4

AutoCAD SHX Text5.9

AutoCAD SHX Text7.3

AutoCAD SHX Text6.3

AutoCAD SHX Text7.5

AutoCAD SHX Text7.6

AutoCAD SHX Text7.7

AutoCAD SHX Text7.9

AutoCAD SHX Text8.1

AutoCAD SHX Text8.3

AutoCAD SHX Text7.1

AutoCAD SHX Text8.5

AutoCAD SHX Text7.2

AutoCAD SHX Text6.1

AutoCAD SHX Text6.7

AutoCAD SHX Text5.8

AutoCAD SHX Text6.2

AutoCAD SHX Text7.2

AutoCAD SHX Text8.1

AutoCAD SHX Text5.3

AutoCAD SHX Text5.6

AutoCAD SHX Text6.0

AutoCAD SHX Text6.8

AutoCAD SHX Text6.8

AutoCAD SHX Text6.1

AutoCAD SHX Text5.6

AutoCAD SHX Text6.8

AutoCAD SHX Text6.4

AutoCAD SHX Text5.1

AutoCAD SHX Text5.4

AutoCAD SHX Text3.6

AutoCAD SHX Text3.9

AutoCAD SHX Text5.5

AutoCAD SHX Text3.7

AutoCAD SHX Text3.8

AutoCAD SHX Text4.1

AutoCAD SHX Text6.1

AutoCAD SHX Text6.4

AutoCAD SHX Text6.6

AutoCAD SHX Text6.9

AutoCAD SHX Text6.6

AutoCAD SHX Text6.4

AutoCAD SHX Text6.0

AutoCAD SHX Text3.0

AutoCAD SHX Text3.0

AutoCAD SHX Text3.4

AutoCAD SHX Text6.2

AutoCAD SHX Text5.0

AutoCAD SHX Text6.0

AutoCAD SHX Text5.1

AutoCAD SHX Text5.0

AutoCAD SHX Text4.4

AutoCAD SHX Text4.2

AutoCAD SHX Text3.8

AutoCAD SHX Text3.8

AutoCAD SHX Text3.2

AutoCAD SHX Text3.7

AutoCAD SHX Text4.1

AutoCAD SHX Text4.4

AutoCAD SHX Text5.1

AutoCAD SHX Text5.3

AutoCAD SHX Text5.6

AutoCAD SHX Text6.3

AutoCAD SHX Text5.8

AutoCAD SHX Text5.5

AutoCAD SHX Text4.6

AutoCAD SHX Text4.1

AutoCAD SHX Text4.2

AutoCAD SHX Text4.4

AutoCAD SHX Text4.4

AutoCAD SHX Text4.5

AutoCAD SHX Text5.4

AutoCAD SHX Text6.0

AutoCAD SHX Text6.2

AutoCAD SHX Text6.3

AutoCAD SHX Text4.3

AutoCAD SHX Text4.3

AutoCAD SHX Text2.0

AutoCAD SHX Text0.0

AutoCAD SHX Text4.6

AutoCAD SHX Text4.3

AutoCAD SHX Text1.8


AutoCAD SHX Text5.2

AutoCAD SHX Text4.6

AutoCAD SHX Text2.4


AutoCAD SHX Text5.1

AutoCAD SHX Text4.4

AutoCAD SHX Text1.9


AutoCAD SHX Text4.2

AutoCAD SHX Text3.8

AutoCAD SHX Text1.9


AutoCAD SHX Text4.7

AutoCAD SHX Text4.0

AutoCAD SHX Text1.8


AutoCAD SHX Text8.2

AutoCAD SHX Text6.9

AutoCAD SHX Text7.7

AutoCAD SHX Text7.3

AutoCAD SHX Text7.8

AutoCAD SHX Text6.3

AutoCAD SHX Text7.2

AutoCAD SHX Text2.6

AutoCAD SHX Text2.6

AutoCAD SHX Text2.5

AutoCAD SHX Text2.3

AutoCAD SHX Text2.6

AutoCAD SHX Text2.3

AutoCAD SHX Text2.0

AutoCAD SHX Text2.6

AutoCAD SHX Text2.3

AutoCAD SHX Text1.7

AutoCAD SHX Text1.6

AutoCAD SHX Text2.1

AutoCAD SHX Text3.7












































































































































































































































































































































































































































AutoCAD SHX TextWOOD SHED

AutoCAD SHX Text1 STORY

AutoCAD SHX TextRESTROOM FACILITY












AutoCAD SHX TextSPEED

AutoCAD SHX TextBUMP

AutoCAD SHX TextF.F. ELEV.=3.59













AutoCAD SHX Text2.5'X4.7'X6.5' HIGH GRANITE MONUMENT





AutoCAD SHX TextSECURITY KEYPAD




AutoCAD SHX Text6' HIGH

AutoCAD SHX TextCONCRETE

AutoCAD SHX TextGRASS





AutoCAD SHX TextOVERHANG

AutoCAD SHX TextMETAL HANDRAIL










AutoCAD SHX Text11'x13' TIKI HUT GRASS ROOF ON 4 WOOD POSTS

AutoCAD SHX Text8'x8' WOOD DECK WITH SHOWER ELEV.=7.6




AutoCAD SHX TextWOOD SIGN

AutoCAD SHX Text4" WOOD POST WITH WEATHER STATION

AutoCAD SHX Text16'x16' WOOD DECK WITH LIFE GUARD STRUCTURE

AutoCAD SHX TextSTEPS

AutoCAD SHX TextWOOD RAMP

AutoCAD SHX TextMETAL RAILING

AutoCAD SHX TextWOOD SIGN

AutoCAD SHX Text10' HIGH METAL BUOY








AutoCAD SHX TextREFER TO DUNE PLANS BY OTHERS FOR DETAILS ON CONNECTION AND GRADING













AutoCAD SHX Text6' PEDESTRIAN RAMP NOT TO EXCEED 1:12

AutoCAD SHX TextMATCH EXISTING GRADE AT TOP OF CURB FOR SIDEWALK CONNECTION 3.00

AutoCAD SHX TextMODIFIED CR-H CURB RAMP PER FDOT INDEX 304

AutoCAD SHX TextMATCH EXISTING PAVEMENT GRADE AT SIDEWALK CONNECTION 2.50

AutoCAD SHX TextRELOCATION OF POWER POLE ANCHORS OUT OF SIDEWALK, COORDINATE WITH CITY/FPL



AutoCAD SHX TextREMOVE ASPHALT RAMP AND VERIFY THAT ENTIRE HC AREA DOES NOT EXCEED 2% SLOPE IN ANY DIRECTION, RE-PAVE AS NECESSARY MATCHING EXISTING GRADE AT CONNECTION

AutoCAD SHX TextRE-STRIPE EXISTING HC STALLS AND ACCESS AISLES PER CITY STANDARD DETAILS

AutoCAD SHX TextRELOCATE/REPLACE (3) EXISTING HC SIGNS AS REQUIRED FOR NEW HC STALL LOCATIONS

AutoCAD SHX TextLAUDERDALE BY THE SEA, FL 33308

AutoCAD SHX Text241 COMMERCIAL BLVD.

AutoCAD SHX TextPHONE:(954) 522-1004

AutoCAD SHX TextFAX: (954) 522-7630

AutoCAD SHX TextFLYNN ENGINEERING SERVICES, P.A.

AutoCAD SHX TextCIVIL ENGINEERS

AutoCAD SHX Textwww.flynnengineering.com

AutoCAD SHX TextEB# 6578

AutoCAD SHX Text714 East McNab Road

AutoCAD SHX TextPompano Beach, Florida 33060

AutoCAD SHX Texttel. 954.782.1908

AutoCAD SHX Textfax. 954.782.1108

AutoCAD SHX TextGROUP

AutoCAD SHX TextINC.

AutoCAD SHX Textwww.thechappellgroup.com

AutoCAD SHX Text3563 N.W. 53RD STREET, FORT LAUDERDALE, FLORIDA 33309 FAX: (954) 739-6409 TEL.: (954) 739-6400

AutoCAD SHX TextPLANNERS

AutoCAD SHX TextSURVEYORS

AutoCAD SHX TextENGINEERS

AutoCAD SHX TextCMS-Construction Management Services, Inc.

AutoCAD SHX Text10 Fairway Drive, Suite 301 Deerfield Beach, FL 33441 Telephone: (954) 481-1611 Facsimile: (954) 427-3142

AutoCAD SHX TextSUNSHINE STATE ONE CALL OF FLORIDA, INC.

AutoCAD SHX TextCALL 48 HOURS BEFORE YOU DIG IN FLORIDA

AutoCAD SHX TextIT'S THE LAW!

AutoCAD SHX Text811

AutoCAD SHX TextSAMPLE POINT

AutoCAD SHX TextW

AutoCAD SHX TextEXIST. WATER MAIN

AutoCAD SHX TextPROPOSED CATCH BASIN

AutoCAD SHX TextDIRECTION OF SURFACE DRAINAGE

AutoCAD SHX TextEDGE OF PROPOSED PAVEMENT

AutoCAD SHX TextDIRECTIONAL FLOW ARROW

AutoCAD SHX TextBACKFLOW PREVENTOR

AutoCAD SHX TextFIRE HYDRANT

AutoCAD SHX Text(ASPHALT)

AutoCAD SHX TextPROPOSED PRIVATE WATER MAIN

AutoCAD SHX TextPROPOSED CLEANOUT

AutoCAD SHX TextVALVE

AutoCAD SHX TextM

AutoCAD SHX TextAND GRAVITY SEWER

AutoCAD SHX TextREDUCED PRESSURE

AutoCAD SHX TextWATER METER

AutoCAD SHX TextPROPOSED PLUG

AutoCAD SHX TextTEE

AutoCAD SHX TextPROPOSED ELEVATION


AutoCAD SHX Text7.35'

AutoCAD SHX TextEXISTING ELEVATION

AutoCAD SHX TextSIAMESE CONNECTION

AutoCAD SHX TextEXISTING CLEANOUT

AutoCAD SHX TextEXISTING PROPERTY LINE

AutoCAD SHX TextFM

AutoCAD SHX TextEXIST. FORCE MAIN

AutoCAD SHX TextPROPOSED PUBLIC WATER MAIN

AutoCAD SHX TextDOUBLE DETECTOR CHECK W/ WAFER CHECK VALVE ON DOWNSTREAM SIDE

AutoCAD SHX TextGRADING SHOWN UTILIZES N.A.V.D. 88

AutoCAD SHX TextN.G.V.D. 29

AutoCAD SHX TextN.A.V.D. 88

AutoCAD SHX TextN.A.V.D. 88 = N.G.V.D. 29 - 1.60'

AutoCAD SHX TextN.G.V.D. 29 = N.A.V.D. 88 + 1.60'

AutoCAD SHX TextFLOOD ZONE "VE" ELEV 11.0' NAVD ON FIRM MAP #12011C0586 H, DATE AUGUST 18, 2014 FLOOD ZONE "AE" ELEV 9.0' NAVD ON FIRM MAP #12011C0586 H, DATE AUGUST 18, 2014 FLOOD ZONE "AE" ELEV 7.0' NAVD ON FIRM MAP #12011C0586 H, DATE AUGUST 18, 2014 BROWARD COUNTY 100 YEAR 3 DAY CONTOUR= ELEV. 6.50 NAVD AVERAGE WET SEASON WATER LEVEL= ELEV. 0.50 NAVD

AutoCAD SHX Text1.ALL STORM DRAINAGE LINE FROM THE BLDG SHALL BE LAID @ 1.0% ALL STORM DRAINAGE LINE FROM THE BLDG SHALL BE LAID @ 1.0% MINIMUM SLOPE UNLESS NOTED OTHERWISE ON PLANS. 2.CLEANOUTS ON STORM DRAINAGE LINES ARE TO BE ADJUSTED TO BE CLEANOUTS ON STORM DRAINAGE LINES ARE TO BE ADJUSTED TO BE FLUSH W/FINISHED GRADE. 3.CONTRACTOR SHALL PROVIDE FITTINGS (WYES, TEE, REDUCERS, ETC.) CONTRACTOR SHALL PROVIDE FITTINGS (WYES, TEE, REDUCERS, ETC.) AS REQUIRED TO FURNISH A COMPLETE WORKING SYSTEM BASED ON THE LAYOUT SHOWN ON THESE PLANS. 4.LANDSCAPED AREAS SHALL BE GRADED TO DRAIN TO THE CATCH LANDSCAPED AREAS SHALL BE GRADED TO DRAIN TO THE CATCH BASIN INLETS. FIELD ADJUST GRADING AS REQUIRED. 5.SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE BUILDING SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE BUILDING PLUMBING CONTRACTOR FOR EXACT LOCATION OF CONNECTION POINTS BETWEEN THE BUILDING AND SITE WATER, SEWER AND DRAINAGE LINES (VERTICALLY AND HORIZONTALLY). 6.RECTANGULAR CATCH BASIN AND

plan addendum sheets

Government & Nonprofit