W912QR24R0010_Plans-0002.pdf

WB-67 - Interstate Semi-Trailer

WB-67 - Interstate Semi-Trailer

15' 18' 18' 17.5' 17.5'

EXISTING TRAINING

BUILDING

FFE: 9.8

(EQUALS 100'-0" ON

BUILDING PLANS)

EXISTING TRAINING

BUILDING

FFE: 9.8

(EQUALS 100'-0" ON

BUILDING PLANS)

MEP

MKT

ORGANIZATIONAL STORAGE

FFE: 9.7

(EQUALS 100'-0" ON BUILDING PLANS)

AMSA/VMS

FFE 9.5'

(EQUALS 100'-0"

ON BUILDING

PLANS)

FUTURE 4TH BAY

' 1

151.9'

.2

50'

.7

16.8'

18'

22'

51'

R

'R30'

R45'

86' 33'

99'

.7

55.5'

147.5'

30'14' 4'

179.5'

.2

146.8'

.4

14'

45'

45'

13.8'

3'

30.1'

R15'

R90'

18' 18'

R

12'

26.9'

14'

5'

5'

5'

5'

'1

10'

10'

10'

9'

.8

18'

23'

4'

.7

.7

18'

.7

THIS GREEN SITE AREA AND ORGANIZATIONAL

STORAGE BUILDING SHALL BE COMPLETE AS

PART OF PHASE 1.

THE WESTERLY LIMITS MAY BE ADJUSTED,

DEPENDING ON THE AWARD STATUS OF THE

EXPANDED ORGANZIATIONAL STORAGE

BUILDING OPTION AREA.

DURING PHASE 2 AND 3, THE GOVERNMENT IS

TO HAVE FULL CONTROL AND ACCESS TO

PHASE 1 ORGANIZATIONAL STORAGE BUILDING

AND RELATED SITE AREA.

PHASE 1

PHASE 3

PHASE 2

OMS DEMOLITION -

PHASE 1

WASH PLATFORM

DEMOLITION -

PHASE 1

PHASE 1

PROVIDE GOVERNMENT

PEDESTRIAN ACCESS TO THIS

ENTRANCE DURING PHASE 3.

CONTRACTOR ACCESS DRIVE

DURING PHASE 1 AND 2.

GOVERNMENT AREA AND POV

PARKING ACCESS DURING

PHASE 3.

NORTHERLY PRIVATELY OWNED

VEHICLE (POV) PARKING LOT AREA.

TO BE PART OF PHASE 1 AND 2,

COMPLETED AT THE END OF PHASE 2.

DURING PHASE 3, GOVERNMENT

PERSONNEL WILL UTILIZE THIS

PARKING AREA.

SOUTHERLY POV PARKING LOT AREA.

GOVERNMENT PERSONNEL WILL

UTILIZE THIS PARKING AREA DURING

PHASE 1 AND 2.

TO BE PART OF PHASE 3.

PROVIDE GOVERNMENT

PEDESTRIAN ACCESS TO

THIS ENTRANCE DURING

PHASE 1 AND 2

FLORIDA POWER AND LIGHT (FPL)

ELECTRICAL BUILDING DEMOLITION -

PHASE 3.

COORDINATE SITE AREA ACCESS WITH

GOVERNMENT. PROTECT ADJACENT NEW

CONSTRUCTION CONDITIONS.

GOVERNMENT ACCESS DRIVE

DURING PHASES 1 AND 2.

CONTRACTOR SITE ACCESS

DURING PHASE 3.

AMSA/VMS AND RELATED

NORTH SITE AREA SHALL

BE COMPLETE AND

OCCUPIED BY THE

GOVERNMENT AT THE END

OF PHASE 3.

GOVERNMENT WILL NOT

TAKE OCCUPANCY UNTIL

THE END OF PHASE 3

(PROJECT COMPLETION)

PROVIDE TEMPORARY

FENCING BETWEEN POV

AREAS AND PHASED SITE

AREAS (NOT ALL LOCATIONS

SHOWN)

THIS BLUE SITE AREA AND TRAINING BUILDING

PHASE 2 WORK AREA SHALL BE COMPLETE AS

PART OF PHASE 2.

DURING PHASE 3, THE GOVERNMENT IS TO

HAVE FULL CONTROL AND ACCESS TO THIS

AREA.

THIS GREEN SITE AREA IS TO BE PART OF

PHASES 1 AND 2 AND SHALL BE

COMPLETE AS PART OF PHASE 2.

DURING PHASE 3, THE GOVERNMENT IS

TO HAVE FULL CONTROL AND ACCESS TO

THIS AREA.

WASH PLATFORM

DEMOLITION -

PHASE 1

THIS CROSS HATCHED AREA IS TO BE PART OF

PHASE 1, TO FACILITY NEW MECH AND ELEC ROOM

(AND ADJACENT INTERIOR) WORK, AS WELL AS TO

ALLOW FOR EXTR MECH EQUIP INSTALL.

THIS AREA IS TO REMAIN FOR CONTRACTOR'S USE

DURING PHASE 2.

DURING PHASE 3, GOVERNMENT IS TO HAVE FULL

CONTROL AND ACCESS TO THIS AREA.

APPOXIMATE AREA

OF CONTRACTOR

OFFICE(S),

GOVERNEMENT

FIELD OFFICES,

STAGING, AND

STOCKPILE

STORAGE.

A. FOR AREAS OF WORK THAT ARE NOT DESIGNATED AS

PART OF A PHASE ON THE PHASING PLANS, IT IS THE

CONTRACTOR'S OPTION AS TO WHEN THIS SCOPE

WOULD OCCUR, UNLESS WORK IN THAT AREA IS

REQUIRED FOR OCCUPANCY OF OTHER BUILDINGS

OR SITE AREAS.

B. ALL UTILITY WORK SHALL BE COMPLETED AS PART OF

PHASE 1.

C. UTILITY SERVICES TO THE EXISTING TRAINING

BUILDING MUST BE MAINTAINED THROUGHOUT

CONSTRUCTION, UNLESS NOTED

OTHERWISE. CONTRACTOR SHALL DETERMINE

MEANS AND METHODS TO MAINTAIN UTILITY

SERVICES AND TRANSITION TO NEW SERVICES.

D. TEMPORARY UTILITY SHUTDOWNS MUST BE LIMITED

TO 24 HOURS AND COORDINATED WITH THE

CONTRACTING OFFICER’S REPRESENTATIVE (COR) AT

LEAST 2 CALENDAR WEEKS PRIOR TO ANY

PROPOSED TEMPORARY

SHUTDOWN. CONTRACTOR’S PROPOSED SCHEDULE

MUST BE APPROVED BY THE COR.

E. ALL COSTS FOR TEMPORARY UTILITY PROVISIONS

ARE THE CONTRACTOR’S RESPONSIBILITY, IN ORDER

TO MAINTAIN UTILITY SERVICES TO THE EXISTING

TRAINING BUILDING.

F. TEMPORARY UTILITY PROVISIONS SHALL BE

REMOVED AFTER PERMANENT UTILITIES ARE

INSTALLED AND OPERATIONAL.

G. GOVERNMENT MILITARY VEHICLES AND STORAGE

CONTAINERS WILL BE REMOVED FROM THE PROJECT

SITE PRIOR TO THE START OF CONSTRUCTION TO

ALLOW FOR PHASE 1 AND 2 CONSTRUCTION.

H. TRAINING BUILDING - PROVIDE TEMPORARY

PROTECTION (FENCING AND WALKABLE SURFACE)

FROM ALL EXIT DOORS OF GOVERNMENT OCCUPIED

AREAS TO A PUBLIC AREA AND AT ALL OCCUPANT

ROUTES BETWEEN PHASED AREAS.

a. I.E. DURING PHASES 1 AND 2, THE TRAINING

BUILDING PHASE 3 EASTERLY EXIT DOORS

AND EGRESS PATHS ARE TO BE MAINTAINED

TO THE SOUTH AND WEST, UNTIL OCCUPANTS

ARE OUTSIDE OF THE PHASE 1 SITE WORK

AREA AROUND THE ORGANIZATIONAL

STORAGE BUILDING AND DISCHARGED AT THE

POV PARKING LOT.

b. VERIFY AND COORDINATE ALL TEMPORARY

EXITING AND EGRESS PATH CONDITIONS WITH

THE COR AND SSHO.

c. IF WORK IS TO OCCUR ON THE EXTERIOR OF

THE BUILDING ABOVE THE EXIT PATHS OR

ACCESS ROUTES, NOTIFY THE COR AND

SSHO. AT A MINIMUM, PROVIDE OSHA

COMPLIANT VERTICAL AND HORIZONTAL

PROTECTION SYSTEM (I.E. A "SIDEWALK

SHED") WITH LIGHTING. THE CONFIGURATION

SHALL BE REVIEWED BY THE COR AND SSHO

PRIOR TO EXECUTION. REFER TO ADDITIONAL

PHASING NOTES ON G-201 AND G-202.

SITE PHASING

GENERAL NOTES

US Army Corps of Engineers ®

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I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED BY

ME OR UNDER MY DIRECT SUPERVISION AND

THAT I AM A DULY LICENSED ARCHITECT UNDER

THE LAWS OF THE STATE OF MINNESOTA.

DATE SIGNED

LICENSE NUMBER

NAME

CERTIFICATION

G-200

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11902

16 APRIL 2024

David C. Norback

1" = 60'-0"G-200

SITE PHASING PLAN1

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

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ANOMALY IDENTIFIED BY GPR WAS

CONFIRMED BY TEST PIT AS BURIED TRASH

NO FURTHER ACTION REQUIRED

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US Army Corps of Engineers ®

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I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED BY

ME OR UNDER MY DIRECT SUPERVISION AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF FLORIDA.

DATE SIGNED

LICENSE NUMBER

NAME

CERTIFICATION

2-

6-w w w .e vs -e ng .c om

DANIEL BOWAR

97694

17 APRIL 2024

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SCALE 1 2

SCALE IN

FT

DRAWING SCALES APPLY TO 22" x 34" SHEETS

30 60

SEE SHEET CD102

SEE SHEET CD101

CD101 1"=30'

SITE DEMOLITION PLAN AREA 'A'

DEMOLITION PLAN KEY NOTES #

TREE REMOVAL

REMOVE UTILITY/FENCE

DIRT/AGGREGATE ROAD REMOVAL

BITUMINOUS REMOVAL

CONCRETE REMOVAL

BUILDING REMOVAL

REMOVE CONCRETE CURB & GUTTER

SAWCUT PAVEMENT

TREE PROTECTION FENCE

LIMITS OF DISTURBANCE

EXISTING BASIN OUTLINE - REMOVAL

REMOVE PAVEMENT MARKINGS

REMOVALS

REMOVE TREE

PROTECT TREE

REMOVE SIGN/POST/BOLLARD

PROTECT DOMESTIC WATER

PROTECT MECHANICAL EQUIPMENT

REMOVE FIRE HYDRANT

REMOVE OIL-WATER SEPARATOR

STRIP TOPSOIL AND ADJUST TO PROPOSED

GRADES

ABANDON IN PLACE TO PROTECT MECHANICAL

EQUIPMENT

REMOVE UNDERGROUND UTILITIES AROUND

DEMOLISHED BUILDING; CAP WATERMAIN, CAP

AND ABANDON SANITARY

REMOVE GAS TANK AND LINES

REMOVE ACID NEUTRALIZATION TANK (PER

LOCAL, STATE & FEDERAL REQUIREMENTS)

REMOVE WATER VALVE

REMOVE OUTLET SPILLWAY

NOT USED

PROTECT SEPTIC JUNCTION BOX

REMOVE TRENCH DRAIN & ADJACENT DRY WELL

DEMO LOADING RAMP & INFILL, SEE CD106 &

CD107 FOR PHOTOS/AS-BUILTS OF RAMP SIZE

REMOVE MANHOLE

DEMO TO NEAREST JOINT IN SIDEWALK

PROTECT AND SAVE MANHOLE/HANDHOLE

REMOVE GREASE INTERCEPTOR

REPLACE BENT BOLLARD IN-KIND

REMOVE MONUMENT SIGN - SEE CD107 FOR

PHOTOS

REMOVE BACKFLOW PREVENTOR

ABANDON WATER MAIN IN PLACE

REMOVE SLIDING GATE

REMOVE FENCE

REMOVE WATER SPIGOTS AND CONNECTING PIPE

REMOVE WATER METER - SEE 4/CD108 FOR

AS-BUILT

REMOVE MECHANICAL EQUIPMENT

REMOVE PROPANE TANK

PROTECT FLAG POLE FOOTING

PROTECT LIGHT POLE

REMOVE DRAINFIELD - SEE 2/CD108 FOR AS-BUILT

REMOVE STORAGE TANK FOR USED OIL - SEE

3/CD108 FOR AS-BUILT

REMOVE WASH RACK - SEE 1/CD108 FOR AS-BUILT

PROTECT FLAG POLE AND CONCRETE BASE

CD101

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KEY PLAN

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137TH

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SW 176TH ST

AREA 'A'

AREA 'B'

AREA 'C'

CU800

SHEETS

EXISTING CONDITIONS, DEMOLITION & GENERAL NOTES

1. SAW CUT EXISTING PAVEMENT TO NEAREST JOINT AT LIMITS OF REMOVAL SHOWN OR TO

REMOVAL LIMITS IF NOT A FREE EDGE.

2. COORDINATE WATER MAIN AND SANITARY SEWER SHUTOFFS, DISCONNECTS, AND TEMPORARY

PLUGS WITH CONTRACTING OFFICERS REPRESENTATION OR UTILITY CONTACTS.

3. PROTECT ALL EXISTING TREES NOT DESIGNATED FOR REMOVAL.

4. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES

PRIOR TO COMMENCING DEMOLITION AND COORDINATE WITH RECORD ENGINEER IF

CONFLICTS ARE IDENTIFIED DURING DEMOLITION.

5. THE CONTRACTOR SHALL STOP DIGGING/DRILLING OPERATIONS AND INVESTIGATE

SUBTERRANEAN CONDITIONS IF UNDERGROUND RIGID OBSTRUCTIONS ARE ENCOUNTERED.

6. CONTRACTOR TO DEWATER AND CONVEY STORM WATER RUN-OFF FROM SITE. STORM WATER

MUST BE TREATED PRIOR TO DISCHARGING INTO THE OFFSITE STORM DRAIN SYSTEM.

7. CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGE TO ITEMS NOT SHOWN FOR REMOVAL.

8. CONTRACTOR SHALL REMOVE ALL EXISTING SHRUBS/TREES AT EXISTING FENCE TO REMAIN

AND TO BE REMOVED.

9. REFER TO PLANTING PLAN FOR RELOCATED TREES.

10. ALL EXISTING ITEMS TO REMAIN THAT ARE CURRENTLY PAINTED 'SAFETY YELLOW' SHALL BE

PRESSURE WASHED AND BE REPAINTED (I.E. BOLLARDS, HYDRANTS, RAILS, CURBS, ETC).

11. ALL EXISTING SITE CONCRETE, NOT INDICATED TO BE REMOVED AND NOT PAINTED, SHALL BE

BE PRESSURE WASHED (I.E. WALKS, SLABS, FOOTINGS/FOUNDATIONS, ETC).

12. THE CONTRACTOR SHALL STOP DIGGING/DRILLING OPERATIONS AND INVESTIGATE

SUBTERRANEAN CONDITIONS IF UNDERGROUND RIGID OBSTRUCTIONS ARE ENCOUNTERED.

13. CONTRACTOR TO DEWATER AND CONVEY STORM WATER RUN-OFF FROM SITE. STORM WATER

MUST BE TREATED PRIOR TO DISCHARGING INTO OFFSITE STORM DRAIN SYSTEM.

14. CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGE TO ITEMS NOT SHOWN FOR REMOVAL.

15. ALL WORK IN PUBLIC RIGHT OF WAY REQUIRES PERMIT FROM AHJ.

16. UTILITY SERVICES TO THE EXISTING TRAINING BUILDING MUST BE MAINTAINED THROUGHOUT

CONSTRUCTION. SEE SHEET G-200 FOR ADDITIONAL INFORMATION.

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SEE SHEET CU803 FOR

REMOVALS WITHIN ROW

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SEE SHEET CU803 FOR

REMOVALS WITHIN ROW

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This item has been digitally signed and sealed by Daniel Elliot Bowar on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

DATE SIGNED:

EXPIRES:

04/17/2024 02/28/2025

04/17/2024

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1'

SEQUENCE

REMOVAL AFTER

INSTALLATION OF

NEW GRAVITY

MAIN

25 2626

REMOVE SOUTH WATER

SERVICE AND STUB AT

SERVICE MAIN.

TEST PIT REVEALED THIS ANOMALY

IS AN ABANDONED WATER LINE

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I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED BY

ME OR UNDER MY DIRECT SUPERVISION AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF FLORIDA.

DATE SIGNED

LICENSE NUMBER

NAME

CERTIFICATION

2-

6-w w w .e vs -e ng .c om

DANIEL BOWAR

97694

17 APRIL 2024

PE

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SCALE 1 2

SCALE IN

FT

DRAWING SCALES APPLY TO 22" x 34" SHEETS

30 60

SI

TE

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'B

CD102 1"=30'

SITE DEMOLITION PLAN AREA 'B'

SEE SHEET CD101

SEE SHEET CD103

SEE SHEET CD102

SEE SHEET CD102

TREE REMOVAL

REMOVE UTILITY/FENCE

DIRT/AGGREGATE ROAD REMOVAL

BITUMINOUS REMOVAL

CONCRETE REMOVAL

BUILDING REMOVAL

REMOVE CONCRETE CURB & GUTTER

SAWCUT PAVEMENT

TREE PROTECTION FENCE

LIMITS OF DISTURBANCE

EXISTING BASIN OUTLINE - REMOVAL

REMOVE PAVEMENT MARKINGS

REMOVALS

X

X X X

X

X X X

X

X X

X X

X X

X

X X

X X

X

X

NORTH

KEY PLAN

SW

137TH

AVE

SW 176TH ST

AREA 'A'

AREA 'B'

AREA 'C'

CU800

SHEETS

DEMOLITION PLAN KEY NOTES #

CD102

REMOVE TREE

PROTECT TREE

REMOVE SIGN/POST/BOLLARD

PROTECT DOMESTIC WATER

PROTECT MECHANICAL EQUIPMENT

REMOVE FIRE HYDRANT

REMOVE OIL-WATER SEPARATOR

STRIP TOPSOIL AND ADJUST TO PROPOSED

GRADES

ABANDON IN PLACE TO PROTECT MECHANICAL

EQUIPMENT

REMOVE UNDERGROUND UTILITIES AROUND

DEMOLISHED BUILDING; CAP WATERMAIN, CAP

AND ABANDON SANITARY

REMOVE GAS TANK AND LINES

REMOVE ACID NEUTRALIZATION TANK (PER

LOCAL, STATE & FEDERAL REQUIREMENTS)

REMOVE WATER VALVE

REMOVE OUTLET SPILLWAY

NOT USED

PROTECT SEPTIC JUNCTION BOX

REMOVE TRENCH DRAIN & ADJACENT DRY WELL

DEMO LOADING RAMP & INFILL, SEE CD106 &

CD107 FOR PHOTOS/AS-BUILTS OF RAMP SIZE

REMOVE MANHOLE

DEMO TO NEAREST JOINT IN SIDEWALK

PROTECT AND SAVE MANHOLE/HANDHOLE

REMOVE GREASE INTERCEPTOR

REPLACE BENT BOLLARD IN-KIND

REMOVE MONUMENT SIGN - SEE CD107 FOR

PHOTOS

REMOVE BACKFLOW PREVENTOR

ABANDON WATER MAIN IN PLACE

REMOVE SLIDING GATE

REMOVE FENCE

REMOVE WATER SPIGOTS AND CONNECTING PIPE

REMOVE WATER METER - SEE 4/CD108 FOR

AS-BUILT

REMOVE MECHANICAL EQUIPMENT

REMOVE PROPANE TANK

PROTECT FLAG POLE FOOTING

PROTECT LIGHT POLE

REMOVE DRAINFIELD - SEE 2/CD108 FOR AS-BUILT

REMOVE STORAGE TANK FOR USED OIL - SEE

3/CD108 FOR AS-BUILT

REMOVE WASH RACK - SEE 1/CD108 FOR AS-BUILT

PROTECT FLAG POLE AND CONCRETE BASE

EXISTING CONDITIONS, DEMOLITION & GENERAL NOTES

1. SAW CUT EXISTING PAVEMENT TO NEAREST JOINT AT LIMITS OF REMOVAL SHOWN OR TO

REMOVAL LIMITS IF NOT A FREE EDGE.

2. COORDINATE WATER MAIN AND SANITARY SEWER SHUTOFFS, DISCONNECTS, AND TEMPORARY

PLUGS WITH CONTRACTING OFFICERS REPRESENTATION OR UTILITY CONTACTS.

3. PROTECT ALL EXISTING TREES NOT DESIGNATED FOR REMOVAL.

4. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES

PRIOR TO COMMENCING DEMOLITION AND COORDINATE WITH RECORD ENGINEER IF

CONFLICTS ARE IDENTIFIED DURING DEMOLITION.

5. THE CONTRACTOR SHALL STOP DIGGING/DRILLING OPERATIONS AND INVESTIGATE

SUBTERRANEAN CONDITIONS IF UNDERGROUND RIGID OBSTRUCTIONS ARE ENCOUNTERED.

6. CONTRACTOR TO DEWATER AND CONVEY STORM WATER RUN-OFF FROM SITE. STORM WATER

MUST BE TREATED PRIOR TO DISCHARGING INTO THE OFFSITE STORM DRAIN SYSTEM.

7. CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGE TO ITEMS NOT SHOWN FOR REMOVAL.

8. CONTRACTOR SHALL REMOVE ALL EXISTING SHRUBS/TREES AT EXISTING FENCE TO REMAIN

AND TO BE REMOVED.

9. REFER TO PLANTING PLAN FOR RELOCATED TREES.

10. ALL EXISTING ITEMS TO REMAIN THAT ARE CURRENTLY PAINTED 'SAFETY YELLOW' SHALL BE

PRESSURE WASHED AND BE REPAINTED (I.E. BOLLARDS, HYDRANTS, RAILS, CURBS, ETC).

11. ALL EXISTING SITE CONCRETE, NOT INDICATED TO BE REMOVED AND NOT PAINTED, SHALL BE

BE PRESSURE WASHED (I.E. WALKS, SLABS, FOOTINGS/FOUNDATIONS, ETC).

12. THE CONTRACTOR SHALL STOP DIGGING/DRILLING OPERATIONS AND INVESTIGATE

SUBTERRANEAN CONDITIONS IF UNDERGROUND RIGID OBSTRUCTIONS ARE ENCOUNTERED.

13. CONTRACTOR TO DEWATER AND CONVEY STORM WATER RUN-OFF FROM SITE. STORM WATER

MUST BE TREATED PRIOR TO DISCHARGING INTO OFFSITE STORM DRAIN SYSTEM.

14. CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGE TO ITEMS NOT SHOWN FOR REMOVAL.

15. ALL WORK IN PUBLIC RIGHT OF WAY REQUIRES PERMIT FROM AHJ.

16. UTILITY SERVICES TO THE EXISTING TRAINING BUILDING MUST BE MAINTAINED THROUGHOUT

CONSTRUCTION. SEE SHEET G-200 FOR ADDITIONAL INFORMATION.

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This item has been digitally signed and sealed by Daniel Elliot Bowar on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

DATE SIGNED:

EXPIRES:

04/17/2024 02/28/2025

04/17/2024

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SD SD SD SD SD SD

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EXISTING FPL

ELECTRICAL BUILDING

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IDENTIFIED ANOMALY WAS

CONFIRMED BY TEST PIT AS A

GROUNDING ROD FOR OLD FENCE

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SPECIFICATION, OR REPORT WAS PREPARED BY

ME OR UNDER MY DIRECT SUPERVISION AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF FLORIDA.

DATE SIGNED

LICENSE NUMBER

NAME

CERTIFICATION

2-

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DANIEL BOWAR

97694

17 APRIL 2024

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DRAWING SCALES APPLY TO 22" x 34" SHEETS

30 60

CD103 1"=30'

SITE DEMOLITION PLAN AREA 'C'

SEE SHEET CD102

SEE SHEET CD103

TREE REMOVAL

REMOVE UTILITY/FENCE

DIRT/AGGREGATE ROAD REMOVAL

BITUMINOUS REMOVAL

CONCRETE REMOVAL

BUILDING REMOVAL

REMOVE CONCRETE CURB & GUTTER

SAWCUT PAVEMENT

TREE PROTECTION FENCE

LIMITS OF DISTURBANCE

EXISTING BASIN OUTLINE - REMOVAL

REMOVE PAVEMENT MARKINGS

REMOVALS DEMOLITION PLAN KEY NOTES #

CD103

X

X X X

X

X X X

X

X X

X X

X X

X

X X

X X

X

X

NORTH

KEY PLAN

SW

137TH

AVE

SW 176TH ST

AREA 'A'

AREA 'B'

AREA 'C'

CU800

SHEETS

REMOVE TREE

PROTECT TREE

REMOVE SIGN/POST/BOLLARD

PROTECT DOMESTIC WATER

PROTECT MECHANICAL EQUIPMENT

REMOVE FIRE HYDRANT

REMOVE OIL-WATER SEPARATOR

STRIP TOPSOIL AND ADJUST TO PROPOSED

GRADES

ABANDON IN PLACE TO PROTECT MECHANICAL

EQUIPMENT

REMOVE UNDERGROUND UTILITIES AROUND

DEMOLISHED BUILDING; CAP WATERMAIN, CAP

AND ABANDON SANITARY

REMOVE GAS TANK AND LINES

REMOVE ACID NEUTRALIZATION TANK (PER

LOCAL, STATE & FEDERAL REQUIREMENTS)

REMOVE WATER VALVE

REMOVE OUTLET SPILLWAY

NOT USED

PROTECT SEPTIC JUNCTION BOX

REMOVE TRENCH DRAIN & ADJACENT DRY WELL

DEMO LOADING RAMP & INFILL, SEE CD106 &

CD107 FOR PHOTOS/AS-BUILTS OF RAMP SIZE

REMOVE MANHOLE

DEMO TO NEAREST JOINT IN SIDEWALK

PROTECT AND SAVE MANHOLE/HANDHOLE

REMOVE GREASE INTERCEPTOR

REPLACE BENT BOLLARD IN-KIND

REMOVE MONUMENT SIGN - SEE CD107 FOR

PHOTOS

REMOVE BACKFLOW PREVENTOR

ABANDON WATER MAIN IN PLACE

REMOVE SLIDING GATE

REMOVE FENCE

REMOVE WATER SPIGOTS AND CONNECTING PIPE

REMOVE WATER METER - SEE 4/CD108 FOR

AS-BUILT

REMOVE MECHANICAL EQUIPMENT

REMOVE PROPANE TANK

PROTECT FLAG POLE FOOTING

PROTECT LIGHT POLE

REMOVE DRAINFIELD - SEE 2/CD108 FOR AS-BUILT

REMOVE STORAGE TANK FOR USED OIL - SEE

3/CD108 FOR AS-BUILT

REMOVE WASH RACK - SEE 1/CD108 FOR AS-BUILT

PROTECT FLAG POLE AND CONCRETE BASE

EXISTING CONDITIONS, DEMOLITION & GENERAL NOTES

1. SAW CUT EXISTING PAVEMENT TO NEAREST JOINT AT LIMITS OF REMOVAL SHOWN OR TO

REMOVAL LIMITS IF NOT A FREE EDGE.

2. COORDINATE WATER MAIN AND SANITARY SEWER SHUTOFFS, DISCONNECTS, AND TEMPORARY

PLUGS WITH CONTRACTING OFFICERS REPRESENTATION OR UTILITY CONTACTS.

3. PROTECT ALL EXISTING TREES NOT DESIGNATED FOR REMOVAL.

4. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES

PRIOR TO COMMENCING DEMOLITION AND COORDINATE WITH RECORD ENGINEER IF

CONFLICTS ARE IDENTIFIED DURING DEMOLITION.

5. THE CONTRACTOR SHALL STOP DIGGING/DRILLING OPERATIONS AND INVESTIGATE

SUBTERRANEAN CONDITIONS IF UNDERGROUND RIGID OBSTRUCTIONS ARE ENCOUNTERED.

6. CONTRACTOR TO DEWATER AND CONVEY STORM WATER RUN-OFF FROM SITE. STORM WATER

MUST BE TREATED PRIOR TO DISCHARGING INTO THE OFFSITE STORM DRAIN SYSTEM.

7. CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGE TO ITEMS NOT SHOWN FOR REMOVAL.

8. CONTRACTOR SHALL REMOVE ALL EXISTING SHRUBS/TREES AT EXISTING FENCE TO REMAIN

AND TO BE REMOVED.

9. REFER TO PLANTING PLAN FOR RELOCATED TREES.

10. ALL EXISTING ITEMS TO REMAIN THAT ARE CURRENTLY PAINTED 'SAFETY YELLOW' SHALL BE

PRESSURE WASHED AND BE REPAINTED (I.E. BOLLARDS, HYDRANTS, RAILS, CURBS, ETC).

11. ALL EXISTING SITE CONCRETE, NOT INDICATED TO BE REMOVED AND NOT PAINTED, SHALL BE

BE PRESSURE WASHED (I.E. WALKS, SLABS, FOOTINGS/FOUNDATIONS, ETC).

12. THE CONTRACTOR SHALL STOP DIGGING/DRILLING OPERATIONS AND INVESTIGATE

SUBTERRANEAN CONDITIONS IF UNDERGROUND RIGID OBSTRUCTIONS ARE ENCOUNTERED.

13. CONTRACTOR TO DEWATER AND CONVEY STORM WATER RUN-OFF FROM SITE. STORM WATER

MUST BE TREATED PRIOR TO DISCHARGING INTO OFFSITE STORM DRAIN SYSTEM.

14. CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGE TO ITEMS NOT SHOWN FOR REMOVAL.

15. ALL WORK IN PUBLIC RIGHT OF WAY REQUIRES PERMIT FROM AHJ.

16. UTILITY SERVICES TO THE EXISTING TRAINING BUILDING MUST BE MAINTAINED THROUGHOUT

CONSTRUCTION. SEE SHEET G-200 FOR ADDITIONAL INFORMATION.

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This item has been digitally signed and sealed by Daniel Elliot Bowar on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

DATE SIGNED:

EXPIRES:

04/17/2024 02/28/2025

04/17/2024

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10.2'

45'

24'

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2-13'

R3'

R15 ' R15'

R3' R3'

R15

R3'

R15'

R3' R3'

R15' R15

R3'

R15'

R3'

2-12'

FUTURE 4TH BAY

14'

5'

5'

5'

'10

10'

10'

10'

' 10' 10'

86' 33'

99'

27.7'

179.5'

100'

45'

100'

45'

9'

134.8'

MEP

AMSA/VMS

FFE 9.5'

(EQUALS 100'-0" ON

BUILDING PLANS)

39393939

27 27

27 27 27 27 27

27 27 27 27

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I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED BY

ME OR UNDER MY DIRECT SUPERVISION AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF FLORIDA.

DATE SIGNED

LICENSE NUMBER

NAME

CERTIFICATION

2-

6-w w w .e vs -e ng .c om

DANIEL BOWAR

97694

17 APRIL 2024

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X

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SW

137TH

AVE

NORTH

KEY PLAN

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AREA 'C'

AREA 'B'

AREA 'A'CU800

SHEETS

CS101 1"=30'

SITE PLAN AREA 'A'

SEE SHEET CS102

SEE SHEET CS101

1. BID OPTION 'E' - ORGANIZATIONAL STORAGE BUILDING AREA

INCREASE

2. BASE BID - SEE LANDSCAPE PLANS FOR STEEL EDGING

3. BASE BID - "ACCESSIBLE PARKING STALL PAINT MARKING" -

SEE DETAIL 1/CS504

4. BASE BID - PEDESTRIAN GATE - SEE DETAIL 1E/CS501

5. BASE BID - FACILITY MONUMENT SIGN - SEE DETAILS

1&2/AS104, AS101, 2/L-104, & 1/ES101

6. BASE BID - TYPICAL NEW VEHICULAR DOUBLE SWING GATE

(MANUAL) - SEE DETAIL 1A/CS501

7. BASE BID - CONCRETE SIDEWALK - SEE CP101

8. BASE BID - ADA ACCESSIBLE PARKING SIGN - SEE DETAIL

6/CS502

9. BASE BID - CONCRETE BUMPER GUARD - SEE DETAIL 2/CS503

10. BASE BID - AGGREGATE SHOULDER - SEE DETAIL 4/CP501

11. BASE BID - FACILITY MONUMENT SIGN

12. BASE BID - EMERGENCY VEHICLE STRIPING PER FL FIRE

PREVENTION CODE NFPA 18.2.3.2

13. BASE BID - 'NO LEFT TURN' SIGN - R3-2 & R3-5R

14. BASE BID - SLATTED PRIVACY FENCE TO SCREEN SOUTH VIEW

FROM TRASH ENCLOSURE - SEE DETAIL 1/CS502

15. BASE BID - TRASH PAD - SEE DETAIL 6/CS502

16. BASE BID - GUARDRAIL - SEE DETAIL 1/CS505

17. BID OPTION 'E' - SITE FENCE: 6-FOOT CHAINLINK WITHOUT

BARBED WIRE

18. BID OPTION 'E' - PEDESTRIAN GATE - SEE DETAIL 1E/CS501

19. BASE BID - 8" DIA (4'H) CONC FILLED STEEL BOLLARD. 1'6" FROM

ROAD EDGE, 1' BACK FROM "LATCH EDGE" OF SWING GATE.

20. BASE BID - CONCRETE MKT PAD

21. BID OPTION 'E' - CONCRETE SIDEWALK - SEE CP101

22. BASE BID - PAVEMENT - SEE DETAIL 2/CP501

23. BID OPTION 'J' - POV PARKING LOT EXPANSION

24. BASE BID - 8" DIA (4'H) CONCRETE FILLED STEEL BOLLARD -

SEE 3/CS501

25. BID OPTION 'F' - WASH PLATFORM AND APRONS

26. BASE BID - PROTECT EXISTING FLAG POLE

27. BASE BID - ARMY INSTALLATION WARNING SIGN - SEE DETAIL

2/CS502

28. BASE BID - SITE FENCE : 7-FOOT CHAINLINK FENCE WITH

BARBED WIRE

29. BID OPTION 'G' - BI-LEVEL LOADING RAMP AND APRON

30. BID OPTION 'J' - POV PARKING LOT EXPANSION

31. BASE BID - NEW DOUBLE DETECTOR CHECK BACKFLOW

PREVENTOR - SEE CU101A/B

32. BASE BID - GSA PARKING SIGN (8 TOTAL) - SEE DETAIL 8/CS502

33. BASE BID - FIRE HYDRANT - SEE CU101A/B/C & DETAILS

4&5/CU501 & 3/CS501

34. BASE BID - OIL WATER SEPARATOR - SEE CU101B

35. BASE BID - GREASE TRAP - SEE CU101B

36. 7-FOOT CHAINLINK FENCE (NO BARBED WIRE)

37. BASE BID - CONCRETE STOOP - SEE DETAIL 11/S523

38. BASE BID - STOP SIGN - SEE DETAIL 4/CS502

39. BASE BID - LIGHT POLE - SEE DETAIL 2/E-506

40. BASE BID - 1'-0" THICK WHITE PAINT "STOP BAR", HALF THE

WIDTH OF THE DRIVE AISLE

SITE PLAN KEYNOTES

BOLLARD

PARKING MARKINGS

SITE LEGEND

PARKING SIGN MOUNTED ON BOLLARD

W

BACKFLOW PREVENTOR

WATER METER

LIGHT POLE

LIMITS OF DISTURBANCE

CONCRETE SIDEWALK/PAVEMENT

CONCRETE CURB

PROPERTY LINE / LEED BOUNDARY

EXISTING MEP FENCEX X

7' MEP FENCE SEE DETAIL 1/CS501

7' FENCE (NO BARBED WIRE)

7' SLATTED PRIVACY FENCE (NO BARBED WIRE

MAINTENANCE STRIP SEE DETAILS 3-4/L501

MANHOLE

EDGE OF PAVEMENT

EMERGENCY STRIPING

WARNING SIGN SEE DETAIL 2/CS502

PARKING SIGN

CS101

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This item has been digitally signed and sealed by Daniel Elliot Bowar on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

DATE SIGNED:

EXPIRES:

04/17/2024 02/28/2025

04/17/2024

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8.5'

24'

14.3'

20'

10' 6'

G T

45'

24'

SW

TH

A

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1'

2-13'

2-15'

2-15'

R3'

R15 ' R15'

R3' R3'

R15

R3'

R15'

R3' R3'

R15' R15

R3'

R15'

R3'

5'

10'

.7

62.2'

50'

44.7'

16.8'

12' 18'

22'

51'

55.5'

30' 4'

13.8'

30.1'

5'

18' 18'

12'

17'

26.9'

147.5'

151.9'

14'

134.8'

18'

9'

23'

33.7'

17'

12'

18'

12'

26' 12.7'

EXISTING TRAINING

BUILDING

FFE: 9.8

(EQUALS 100'-0" ON

BUILDING PLANS)

EXISTING TRAINING

BUILDING

FFE: 9.8

(EQUALS 100'-0" ON

BUILDING PLANS)

MKT

27 27 27

5.9' (TYP.)

5' 8.2'

6' (TYP.)

4.2'

6.2'

10.2' 9.4'

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I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED BY

ME OR UNDER MY DIRECT SUPERVISION AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF FLORIDA.

DATE SIGNED

LICENSE NUMBER

NAME

CERTIFICATION

2-

6-w w w .e vs -e ng .c om

DANIEL BOWAR

97694

17 APRIL 2024

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X

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X X

XX

X

SW

137TH

AVE

NORTH

KEY PLAN

SW 176TH ST

AREA 'C'

AREA 'B'

AREA 'A'CU800

SHEETS

CS102 1"=30'

SITE PLAN AREA 'B'

SEE SHEET CS101

SEE SHEET CS103

BOLLARD

PARKING MARKINGS

SITE LEGEND

PARKING SIGN MOUNTED ON BOLLARD

W

BACKFLOW PREVENTOR

WATER METER

LIGHT POLE

LIMITS OF DISTURBANCE

CONCRETE SIDEWALK/PAVEMENT

CONCRETE CURB

PROPERTY LINE / LEED BOUNDARY

EXISTING MEP FENCEX X

7' MEP FENCE SEE DETAIL 1/CS501

7' FENCE (NO BARBED WIRE)

7' SLATTED PRIVACY FENCE (NO BARBED WIRE)

MAINTENANCE STRIP SEE DETAILS 3-4/L501

MANHOLE

EDGE OF PAVEMENT

EMERGENCY STRIPING

WARNING SIGN SEE DETAIL 2/CS502

PARKING SIGN

SEE SHEET CS102

SEE SHEET CS102

1. BID OPTION 'E' - ORGANIZATIONAL STORAGE BUILDING AREA

INCREASE

2. BASE BID - SEE LANDSCAPE PLANS FOR STEEL EDGING

3. BASE BID - "ACCESSIBLE PARKING STALL PAINT MARKING" -

SEE DETAIL 1/CS504

4. BASE BID - PEDESTRIAN GATE - SEE DETAIL 1E/CS501

5. BASE BID - FACILITY MONUMENT SIGN - SEE DETAILS

1&2/AS104, AS101, 2/L-104, & 1/ES101

6. BASE BID - TYPICAL NEW VEHICULAR DOUBLE SWING GATE

(MANUAL) - SEE DETAIL 1A/CS501

7. BASE BID - CONCRETE SIDEWALK - SEE CP101

8. BASE BID - ADA ACCESSIBLE PARKING SIGN - SEE DETAIL

6/CS502

9. BASE BID - CONCRETE BUMPER GUARD - SEE DETAIL 2/CS503

10. BASE BID - AGGREGATE SHOULDER - SEE DETAIL 4/CP501

11. BASE BID - FACILITY MONUMENT SIGN

12. BASE BID - EMERGENCY VEHICLE STRIPING PER FL FIRE

PREVENTION CODE NFPA 18.2.3.2

13. BASE BID - 'NO LEFT TURN' SIGN - R3-2 & R3-5R

14. BASE BID - SLATTED PRIVACY FENCE TO SCREEN SOUTH VIEW

FROM TRASH ENCLOSURE - SEE DETAIL 1/CS502

15. BASE BID - TRASH PAD - SEE DETAIL 6/CS502

16. BASE BID - GUARDRAIL - SEE DETAIL 1/CS505

17. BID OPTION 'E' - SITE FENCE: 6-FOOT CHAINLINK WITHOUT

BARBED WIRE

18. BID OPTION 'E' - PEDESTRIAN GATE - SEE DETAIL 1E/CS501

19. BASE BID - 8" DIA (4'H) CONC FILLED STEEL BOLLARD. 1'6" FROM

ROAD EDGE, 1' BACK FROM "LATCH EDGE" OF SWING GATE.

20. BASE BID - CONCRETE MKT PAD

21. BID OPTION 'E' - CONCRETE SIDEWALK - SEE CP101

22. BASE BID - PAVEMENT - SEE DETAIL 2/CP501

23. BID OPTION 'J' - POV PARKING LOT EXPANSION

24. BASE BID - 8" DIA (4'H) CONCRETE FILLED STEEL BOLLARD -

SEE 3/CS501

25. BID OPTION 'F' - WASH PLATFORM AND APRONS

26. BASE BID - PROTECT EXISTING FLAG POLE

27. BASE BID - ARMY INSTALLATION WARNING SIGN - SEE DETAIL

2/CS502

28. BASE BID - SITE FENCE : 7-FOOT CHAINLINK FENCE WITH

BARBED WIRE

29. BID OPTION 'G' - BI-LEVEL LOADING RAMP AND APRON

30. BID OPTION 'J' - POV PARKING LOT EXPANSION

31. BASE BID - NEW DOUBLE DETECTOR CHECK BACKFLOW

PREVENTOR - SEE CU101A/B

32. BASE BID - GSA PARKING SIGN (8 TOTAL) - SEE DETAIL 8/CS502

33. BASE BID - FIRE HYDRANT - SEE CU101A/B/C & DETAILS

4&5/CU501 & 3/CS501

34. BASE BID - OIL WATER SEPARATOR - SEE CU101B

35. BASE BID - GREASE TRAP - SEE CU101B

36. 7-FOOT CHAINLINK FENCE (NO BARBED WIRE)

37. BASE BID - CONCRETE STOOP - SEE DETAIL 11/S523

38. BASE BID - STOP SIGN - SEE DETAIL 4/CS502

39. BASE BID - LIGHT POLE - SEE DETAIL 2/E-506

40. BASE BID - 1'-0" THICK WHITE PAINT "STOP BAR", HALF THE

WIDTH OF THE DRIVE AISLE

SITE PLAN KEYNOTES

CS102

ORGANIZATIONAL STORAGE

FFE: 9.7

(EQUALS 100'-0" ON BUILDING PLANS)

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This item has been digitally signed and sealed by Daniel Elliot Bowar on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

DATE SIGNED:

EXPIRES:

04/17/2024 02/28/2025

04/17/2024

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DROP CURB - SEE DETAIL 3/CS503

RESTRIPE TURN LANE

6'

6'

8'

7.8'

SW 176TH STREET

SW

TH

A

VE

N U

E

2-12'

P - Passenger Car

EDGE OF MAJOR ROAD

TRAVELED WAY

26.4'

245'

LIMIT OF CLEAR SIGHT

51'

30' 4'

104.2'

146.8' 107.4'

3' 3'

40'

151.9'

14'

14'

4'

10'

10'

R30'

R45'

R

R15'

R90'

R 30'

EXISTING TRAINING

BUILDING

FFE: 9.8

(EQUALS 100'-0" ON

BUILDING PLANS)

ORGANIZATIONAL STORAGE

FFE: 9.7

(EQUALS 100'-0" ON BUILDING PLANS)

24 33

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I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED BY

ME OR UNDER MY DIRECT SUPERVISION AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF FLORIDA.

DATE SIGNED

LICENSE NUMBER

NAME

CERTIFICATION

2-

6-w w w .e vs -e ng .c om

DANIEL BOWAR

97694

17 APRIL 2024

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30 60

X

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X X

XX

X

SW

137TH

AVE

NORTH

KEY PLAN

SW 176TH ST

AREA 'C'

AREA 'B'

AREA 'A'CU800

SHEETS

SEE SHEET CS102

CS103 1"=30'

SITE PLAN AREA 'C'

SEE SHEET CS103

BOLLARD

PARKING MARKINGS

SITE LEGEND

PARKING SIGN MOUNTED ON BOLLARD

W

BACKFLOW PREVENTOR

WATER METER

LIGHT POLE

LIMITS OF DISTURBANCE

CONCRETE SIDEWALK/PAVEMENT

CONCRETE CURB

PROPERTY LINE / LEED BOUNDARY

EXISTING MEP FENCEX X

7' MEP FENCE SEE DETAIL 1/CS501

7' FENCE (NO BARBED WIRE)

7' SLATTED PRIVACY FENCE (NO BARBED WIRE)

MAINTENANCE STRIP SEE DETAILS 3-4/L501

MANHOLE

EDGE OF PAVEMENT

EMERGENCY STRIPING

WARNING SIGN SEE DETAIL 2/CS502

PARKING SIGN

1. BID OPTION 'E' - ORGANIZATIONAL STORAGE BUILDING AREA

INCREASE

2. BASE BID - SEE LANDSCAPE PLANS FOR STEEL EDGING

3. BASE BID - "ACCESSIBLE PARKING STALL PAINT MARKING" -

SEE DETAIL 1/CS504

4. BASE BID - PEDESTRIAN GATE - SEE DETAIL 1E/CS501

5. BASE BID - FACILITY MONUMENT SIGN - SEE DETAILS

1&2/AS104, AS101, 2/L-104, & 1/ES101

6. BASE BID - TYPICAL NEW VEHICULAR DOUBLE SWING GATE

(MANUAL) - SEE DETAIL 1A/CS501

7. BASE BID - CONCRETE SIDEWALK - SEE CP101

8. BASE BID - ADA ACCESSIBLE PARKING SIGN - SEE DETAIL

6/CS502

9. BASE BID - CONCRETE BUMPER GUARD - SEE DETAIL 2/CS503

10. BASE BID - AGGREGATE SHOULDER - SEE DETAIL 4/CP501

11. BASE BID - FACILITY MONUMENT SIGN

12. BASE BID - EMERGENCY VEHICLE STRIPING PER FL FIRE

PREVENTION CODE NFPA 18.2.3.2

13. BASE BID - 'NO LEFT TURN' SIGN - R3-2 & R3-5R

14. BASE BID - SLATTED PRIVACY FENCE TO SCREEN SOUTH VIEW

FROM TRASH ENCLOSURE - SEE DETAIL 1/CS502

15. BASE BID - TRASH PAD - SEE DETAIL 6/CS502

16. BASE BID - GUARDRAIL - SEE DETAIL 1/CS505

17. BID OPTION 'E' - SITE FENCE: 6-FOOT CHAINLINK WITHOUT

BARBED WIRE

18. BID OPTION 'E' - PEDESTRIAN GATE - SEE DETAIL 1E/CS501

19. BASE BID - 8" DIA (4'H) CONC FILLED STEEL BOLLARD. 1'6" FROM

ROAD EDGE, 1' BACK FROM "LATCH EDGE" OF SWING GATE.

20. BASE BID - CONCRETE MKT PAD

21. BID OPTION 'E' - CONCRETE SIDEWALK - SEE CP101

22. BASE BID - PAVEMENT - SEE DETAIL 2/CP501

23. BID OPTION 'J' - POV PARKING LOT EXPANSION

24. BASE BID - 8" DIA (4'H) CONCRETE FILLED STEEL BOLLARD -

SEE 3/CS501

25. BID OPTION 'F' - WASH PLATFORM AND APRONS

26. BASE BID - PROTECT EXISTING FLAG POLE

27. BASE BID - ARMY INSTALLATION WARNING SIGN - SEE DETAIL

2/CS502

28. BASE BID - SITE FENCE : 7-FOOT CHAINLINK FENCE WITH

BARBED WIRE

29. BID OPTION 'G' - BI-LEVEL LOADING RAMP AND APRON

30. BID OPTION 'J' - POV PARKING LOT EXPANSION

31. BASE BID - NEW DOUBLE DETECTOR CHECK BACKFLOW

PREVENTOR - SEE CU101A/B

32. BASE BID - GSA PARKING SIGN (8 TOTAL) - SEE DETAIL 8/CS502

33. BASE BID - FIRE HYDRANT - SEE CU101A/B/C & DETAILS

4&5/CU501 & 3/CS501

34. BASE BID - OIL WATER SEPARATOR - SEE CU101B

35. BASE BID - GREASE TRAP - SEE CU101B

36. 7-FOOT CHAINLINK FENCE (NO BARBED WIRE)

37. BASE BID - CONCRETE STOOP - SEE DETAIL 11/S523

38. BASE BID - STOP SIGN - SEE DETAIL 4/CS502

39. BASE BID - LIGHT POLE - SEE DETAIL 2/E-506

40. BASE BID - 1'-0" THICK WHITE PAINT "STOP BAR", HALF THE

WIDTH OF THE DRIVE AISLE

SITE PLAN KEYNOTES

CS103

AM

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This item has been digitally signed and sealed by Daniel Elliot Bowar on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

DATE SIGNED:

EXPIRES:

04/17/2024 02/28/2025

04/17/2024

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10'

3.5'4 @ 5'

4 @ 5'

20'

2 @ 5'5'

4 @ 5'

6.2' 6.2'

6.1'

3 @ 5.5'

5.7'

5.8'

5'

2.9'

6'

5.9'

5'

6.2' 6.2'

2 @ 5'

2.1'

2.1

5'

5'

6' 3.7

2.5

3.7

5'

5.7'

5.8' 6'

5'

3 @ 4.3'

2 @ 2.5'

6' 1.8'

2 @ 4.6'

3'

6.3'

3 @ 4.7'

2 @ 4.5'

3'

4 @ 4.

7'

2 @ 4'

2 @ 7.1'

2 @ 4'

3.1'

3.8'

5'

5'

5' 5'

2.1'

2.3'

5'

5'

3.1'

2 @ 5.7'

17 @ 5' 6' 3 @ 5' 5.5'

3 @ 5.3'

5.9' 5.1'

6'

4'

7.6'

6'

3.6'

2 @ 5' 4'

3 @ 6'

6'

2 @ 3.8'

5 @ 4.73'

4.3'

6.9'

51'

14'

EXISTING TRAINING

BUILDING

FFE: 9.8

(EQUALS 100'-0" ON

BUILDING PLANS)

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S, IN

C

PN

PN

FY

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED BY

ME OR UNDER MY DIRECT SUPERVISION AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF FLORIDA.

DATE SIGNED

LICENSE NUMBER

NAME

CERTIFICATION

2-

6-w w w .e vs -e ng .c om

DANIEL BOWAR

97694

17 APRIL 2024

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10 20

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X X

XX

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SW

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AVE

NORTH

KEY PLAN

SW 176TH ST

AREA 'C'

AREA 'B'

AREA 'A'CU800

SHEETS

CS104 1"=10'

ENLARGED MAIN ENTRY

BOLLARD

PARKING MARKINGS

SITE LEGEND

PARKING SIGN MOUNTED ON BOLLARD

W

BACKFLOW PREVENTOR

WATER METER

LIGHT POLE

LIMITS OF DISTURBANCE

CONCRETE SIDEWALK/PAVEMENT

CONCRETE CURB

PROPERTY LINE / LEED BOUNDARY

EXISTING MEP FENCEX X

7' MEP FENCE SEE DETAIL 1/CS501

7' FENCE (NO BARBED WIRE)

7' SLATTED PRIVACY FENCE (NO BARBED WIRE

MAINTENANCE STRIP SEE DETAILS 3-4/L501

MANHOLE

EDGE OF PAVEMENT

EMERGENCY STRIPING

WARNING SIGN SEE DETAIL 2/CS502

PARKING SIGN

1. BID OPTION 'E' - ORGANIZATIONAL STORAGE BUILDING AREA

INCREASE

2. BASE BID - SEE LANDSCAPE PLANS FOR STEEL EDGING

3. BASE BID - "ACCESSIBLE PARKING STALL PAINT MARKING" -

SEE DETAIL 1/CS504

4. BASE BID - PEDESTRIAN GATE - SEE DETAIL 1E/CS501

5. BASE BID - FACILITY MONUMENT SIGN - SEE DETAILS

1&2/AS104, AS101, 2/L-104, & 1/ES101

6. BASE BID - TYPICAL NEW VEHICULAR DOUBLE SWING GATE

(MANUAL) - SEE DETAIL 1A/CS501

7. BASE BID - CONCRETE SIDEWALK - SEE CP101

8. BASE BID - ADA ACCESSIBLE PARKING SIGN - SEE DETAIL

6/CS502

9. BASE BID - CONCRETE BUMPER GUARD - SEE DETAIL 2/CS503

10. BASE BID - AGGREGATE SHOULDER - SEE DETAIL 4/CP501

11. BASE BID - FACILITY MONUMENT SIGN

12. BASE BID - EMERGENCY VEHICLE STRIPING PER FL FIRE

PREVENTION CODE NFPA 18.2.3.2

13. BASE BID - 'NO LEFT TURN' SIGN - R3-2 & R3-5R

14. BASE BID - SLATTED PRIVACY FENCE TO SCREEN SOUTH VIEW

FROM TRASH ENCLOSURE - SEE DETAIL 1/CS502

15. BASE BID - TRASH PAD - SEE DETAIL 6/CS502

16. BASE BID - GUARDRAIL - SEE DETAIL 1/CS505

17. BID OPTION 'E' - SITE FENCE: 6-FOOT CHAINLINK WITHOUT

BARBED WIRE

18. BID OPTION 'E' - PEDESTRIAN GATE - SEE DETAIL 1E/CS501

19. BASE BID - 8" DIA (4'H) CONC FILLED STEEL BOLLARD. 1'6" FROM

ROAD EDGE, 1' BACK FROM "LATCH EDGE" OF SWING GATE.

20. BASE BID - CONCRETE MKT PAD

21. BID OPTION 'E' - CONCRETE SIDEWALK - SEE CP101

22. BASE BID - PAVEMENT - SEE DETAIL 2/CP501

23. BID OPTION 'J' - POV PARKING LOT EXPANSION

24. BASE BID - 8" DIA (4'H) CONCRETE FILLED STEEL BOLLARD -

SEE 3/CS501

25. BID OPTION 'F' - WASH PLATFORM AND APRONS

26. BASE BID - PROTECT EXISTING FLAG POLE

27. BASE BID - ARMY INSTALLATION WARNING SIGN - SEE DETAIL

2/CS502

28. BASE BID - SITE FENCE : 7-FOOT CHAINLINK FENCE WITH

BARBED WIRE

29. BID OPTION 'G' - BI-LEVEL LOADING RAMP AND APRON

30. BID OPTION 'J' - POV PARKING LOT EXPANSION

31. BASE BID - NEW DOUBLE DETECTOR CHECK BACKFLOW

PREVENTOR - SEE CU101A/B

32. BASE BID - GSA PARKING SIGN (8 TOTAL) - SEE DETAIL 8/CS502

33. BASE BID - FIRE HYDRANT - SEE CU101A/B/C & DETAILS

4&5/CU501 & 3/CS501

34. BASE BID - OIL WATER SEPARATOR - SEE CU101B

35. BASE BID - GREASE TRAP - SEE CU101B

36. 7-FOOT CHAINLINK FENCE (NO BARBED WIRE)

37. BASE BID - CONCRETE STOOP - SEE DETAIL 11/S523

38. BASE BID - STOP SIGN - SEE DETAIL 4/CS502

39. BASE BID - LIGHT POLE - SEE DETAIL 2/E-506

40. BASE BID - 1'-0" THICK WHITE PAINT "STOP BAR", HALF THE

WIDTH OF THE DRIVE AISLE

SITE PLAN KEYNOTES

CS104 1"=10'

ENLARGED PARKING LOT ISLAND SIDEWALK

CS104 1"=20'

ENLARGED EAST ENTRANCE SIDEWALK

EXISTING TRAINING

BUILDING

FFE: 9.8

CS104

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This item has been digitally signed and sealed by Daniel Elliot Bowar on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

DATE SIGNED:

EXPIRES:

04/17/2024 02/28/2025

04/17/2024

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G T

EXISTING TRAINING

BUILDING

FFE: 9.8

(EQUALS 100'-0" ON

BUILDING PLANS)

EXISTING TRAINING

BUILDING

FFE: 9.8

(EQUALS 100'-0" ON

BUILDING PLANS)

MKT

ORGANIZATIONAL

STORAGE

FFE: 9.7

(EQUALS 100'-0" ON

BUILDING PLANS)

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I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED BY

ME OR UNDER MY DIRECT SUPERVISION AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF FLORIDA.

DATE SIGNED

LICENSE NUMBER

NAME

CERTIFICATION

2-

6-w w w .e vs -e ng .c om

DANIEL BOWAR

97694

17 APRIL 2024

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40 80

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XX

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XX

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SW

137TH

AVE

NORTH

KEY PLAN

SW 176TH ST

AREA 'C'

AREA 'B'

AREA 'A'CU800

SHEETS

CS105 1"=30'

BID OPTION 'J' - EXISTING PARKING LOT SEALCOAT/STRIPING

BOLLARD

PARKING MARKINGS

SITE LEGEND

PARKING SIGN MOUNTED ON BOLLARD

W

BACKFLOW PREVENTOR

WATER METER

LIGHT POLE

LIMITS OF DISTURBANCE

CONCRETE SIDEWALK/PAVEMENT

CONCRETE CURB

PROPERTY LINE / LEED BOUNDARY

EXISTING MEP FENCEX X

7' MEP FENCE SEE DETAIL 1/CS501

7' FENCE (NO BARBED WIRE)

7' SLATTED PRIVACY FENCE (NO BARBED WIRE)

MAINTENANCE STRIP SEE DETAILS 3-4/L501

MANHOLE

EDGE OF PAVEMENT

EMERGENCY STRIPING

WARNING SIGN SEE DETAIL 2/CS502

PARKING SIGN

CS105

DESIGN OPTION 'J' - EXISTING POV PARKING LOT

SEALCOAT/STRIPING - SEE DETAIL 4/CP101

NOTE:

1. REPLACE ALL WHEEL STOPS.

2. PROTECT ALL BOLLARDS AT LIGHT POLES.

3. PRESSURE WASH AND APPLY JOINT SEALER AT ALL CRACKS. FOR BIDDING

PURPOSES ASSUME 1,500 LF OF CRACKING TO SEAL. FIELD VERIFY CONDITIONS AND

PRIORITIZE USING THIS ALLOWANCE BY SEVERITY OF CRACKING. COORDINATE WITH

THE CONTRACTING OFFICER REPRESENTATIVE PRIOR TO EXECUTION.

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This item has been digitally signed and sealed by Daniel Elliot Bowar on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

DATE SIGNED:

EXPIRES:

04/17/2024 02/28/2025

04/17/2024

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INV. ELEV.(N)

=4.34'(24"R.C.P)

INV. ELEV.(W)

=4.77'(24"R.C.P)

INV. ELEV.(E)

=4.67'(24"R.C.P)

7.5

7.0

8.0

7.0

8.0

7.40

8.51

8.51

7.31

4.99

8.49

4.99

4.99

8.49

9.40 9.40

9.409.40

8.31

8.77 9.23 9.45

9.319.45

9.42 9.42

5.00 4.80

9.44

9.45

9.45

9.45

9.45

6.70

6.60 E.O.F.

6.69

8.30 7.81

4.99

7.20 7.20

7.20

7.20

8.258.25

(8.17) 8.64

8.69

8.38

(8.53)

6.16

9.42 9.42

7.17

6.70

8.05

(7.11)

5.24 7.11

(7.30) 6.82

6.46 6.43

6.50 6.50

(7.19)

7.07 6.70

(7.11)

7.50

(7.14)(7.07)(6.45)

(7.00)(7.12)

(6.50)

(7.03)

(6.67)

6.52

6.93

6.80

7.21

7.39

9.45 9.45

9.45

9.45

9.45

(8.16)(6.81)(6.71)

(7.26)

(7.36)

7.30

7.307.30

7.30

(8.44)

7.807.80

7.56

7.557.55 7.857.89

7.89

7.80

7.33 7.16

7.006.57 6.61 7.03 7.11 7.29

7.807.80 7.80

7.45 7.35

7.357.65 7.73

7.67

7.0

7.5

8.0

8.0

8.

59.0

8.

8.

9.0

9.

7.0

5.05.56.0

6.5 7.0

7.

7.5

8.0

8.0

8.5

8.0 8.5 9.0

8.0

5.0

5.0 6.5

5.0 5.5

6.0 6.5

5.0 5.5

6.0 6.5

7.0

2.0%

1.

7%

3.

6%

1.1%

0.6

0.8%

1.7%

0.4%

25.5%

.9

0.8%

21.3%

2.0%

0.4%

0.4%

1.4%

(6.97)

(6.92) (7.22)

(7.30)

9.45

9.45

SD

SD

SD

SD

SD

SD

SD

SD

SAN SAN SAN

SANSANSANSANSANSANSANSANSAN

SDSD

SDSD

SD

SD

SD

SD

SDSD

ST MH-101B

ST MH-101A

39' - 6" PVC @ 4.79%

39' - 6" PVC @ 5.91%

37' - 6" PVC @ 3.21%

38' - 6" PVC @ 5.12%

SD

SD

SD

SD

FES-100C

FES-200

106' - 12" R C

P C L5 @

0.57%

FES-100A

FES-101C

ST MH-103A

CB MH-104B

CB MH-102B

22' - 6" PVC @ 4.88%

ST MH-104A

39' - 6" PVC @ 5.32%

ST MH-102A

SDSD

38' - 6" PVC @ 4.56%

ST MH-103B

OW

SAN

SAN

SAN

SAN

SAN

SANSANSANSANSANSANSANSANSAN

SAN

SAN

SAN SAN SAN

DOWNSPOUT 114A

6" STUB:7.75

DOWNSPOUT 111A

6" STUB:7.75

DOWNSPOUT 112A

6" STUB:7.75

DOWNSPOUT 113A

6" STUB:7.75

DOWNSPOUT 114B

6" STUB:7.75 DOWNSPOUT 113B

6" STUB:7.75

DOWNSPOUT 112B

6" STUB:7.75

FES-100D

FES-100E

DOWNSPOUT 116A

6" STUB:7.17

11' - 6" PVC @ 7.94%

DOWNSPOUT 115A

6" STUB:7.35

9' - 6" PVC @ 7.99%

19' - 6" PVC @ 2.75%

CLEANOUT 110A

6" I:6.66 6" I:6.66

6" STUB:6.56

SAN

SDSD

DOWNSPOUT 122B

6" STUB:7.75

FES - 100F

FES-100G

10' - 6" PVC @ 0.50%

AMSA/VMS

FFE 9.5'

(EQUALS 100'-0" ON

BUILDING PLANS)

SW

TH

A

VE

N U

E

CONTRACTOR SHALL RESTORE

LAYDOWN WHERE DISTURBED,

WITIH 6" AGGREGATE SURFACING THAT

DRAINS TO PERIMETER OF MEP

SATS CANOPY

EOF

BASIN 1

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US Army Corps of Engineers ®

SHEET ID

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FY

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED BY

ME OR UNDER MY DIRECT SUPERVISION AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF FLORIDA.

DATE SIGNED

LICENSE NUMBER

NAME

CERTIFICATION

2-

6-w w w .e vs -e ng .c om

DANIEL BOWAR

97694

17 APRIL 2024

PE

R

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IN

E, F

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'A

SCALE 1 2

SCALE IN

FT

DRAWING SCALES APPLY TO 22" x 34" SHEETS

30 60

X

XX

X

X

X X

XX

X

SW

137TH

AVE

NORTH

KEY PLAN

SW 176TH ST

AREA 'C'

AREA 'B'

AREA 'A'CU800

SHEETS

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

DRAINAGE FLOW PATH

SPOT ELEVATION

MATCH EXISTING SPOT ELEVATION

BOTTOM OF CURB SPOT ELEVATION

STORM SEWER

CATCH BASIN (CB) / STORM MANHOLE (MH)

CATCH BASIN TOP IN VALLEY GUTTER (2

PER INSTANCE) SEE DETAIL 5/CG502

STORM CLEANOUT

INFILTRATION BASINS

RIP-RAP

TRENCH DRAIN (TD)

GRADING LEGEND

SD

0.5

2.5

0.5

77.5 X

(77.5) X

2.5

77.5

1. FREE DRAINING PAVEMENT EDGES: PROVIDE 1 INCH DROP

FROM PAVEMENT EDGE TO TOP OF GROUND

2. PROVIDE 6 INCH DROP FROM FFE TO GRADE AT ALL LAWN

AND LANDSCAPE AREAS. SLOPE AWAY FORM BUILDING AT 5%

FOR FIRST 10 FEET.

3. PROVIDE 1/4 INCH DROP FROM FFE AT ALL STOOPS AND

APRON CONNECTION TO BUILDING. SLOPE STOOP AWAY

FROM BUILDING AT 2%

4. SEE LANDSCAPE ARCHITECT PLANS FOR SEEDING

REQUIREMENTS.

5. REFER TO PROFILE SHEETS CG201 - CG204 FOR ADDITIONAL

PROPOSED STORM SEWER INFORMATION (LENGTH/SLOPE).

6. VERTICAL DATUM: NGVD29

GRADING NOTES

X

CG101 1"=30'

SITE GRADING AND DRAINAGE PLAN AREA 'A'

SEE SHEET CG102

SEE SHEET CG101

1. RIP-RAP AT OUTLETS SEE DETAIL 1/CG501

2. SCREENING/EARTH BERM

3. MEP FENCE

4. TRASH GUARD

5. TRENCH DRAIN - SEE DETAIL 4/CG502

6. RIP-RAP OVERFLOW

7. RIP-RAP PROTECTION

8. GRADE AT CONDENSING UNITS TO MATCH BOTTOM

OF CONCRETE PADS

9. BID OPTION 'E' - BUILDING AREA INCREASE

10. DEPRESS CATCH BASIN RIM 2"

11. BUILD MH OVER EXISTING STORM

12. SHALLOW MANHOLE - SEE DETAIL 1/CG502

13. CATCH BASIN TOP IN VALLEY GUTTER (2 PER

INSTANCE) SEE DETAIL 5/CG502

GRADING PLAN KEYNOTES

CG101

AM

EN

D M

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T

AP

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This item has been digitally signed and sealed by Daniel Elliot Bowar on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

DATE SIGNED:

EXPIRES:

04/17/2024 02/28/2025

04/17/2024

W

2Q R

R

_P la ns -0

MKT8.

8.5

9.

8.0

8.5

8.5

10.0

9.

09.0

9.0

9.5

9.71

9.71

9.70 9.70

9.71

9.71

9.71

9.71

9.71

9.69

8.64

8.64

9.65 9.60

9.71 9.30

9.70

9.61

9.65

9.30

9.70

8.66

8.83

9.71

7.97

8.57

8.74

8.75

8.75

7.31

7.68

8.64

8.20

9.60

9.01

9.30

8.30 7.81

8.19

4.99

8.95 8.65

8.658.95

8.20

8.97

8.979.27

9.27

7.20

7.20

8.258.25

(8.17) 8.64

9.01

9.16

9.06

9.16 8.99

(8.81)

8.73

8.81

(8.79)

8.69

8.70

8.38

8.47

(8.53)

7.17

8.05

7.50

9.34

9.31

8.878.88

9.319.31

9.68

9.68

7.52

8.45

9.30 9.30

9.30

8.50

9.30 9.65

9.69 9.16

(8.50) (8.17)

(8.16)

7.80

7.857.89 7.89

9.0

9.0

7.5

8.0

8.5

9.0

5.0

8.0

8.5

8.5

8.5

9.0

9.5

8.0

8.5

9.0

9.

0.6%

0.4%

2.

6%

0.8%

0.4%

1.9%

1.1%

2.

3%

2.

5%

2.1%3.6% 4.7%

2.2%

2.1%

2.0%

1.7%

2.

0%

0.4%

1.8%

3.8

4.6% 4.7%

4.8%

4.7% 4.6%

4.7%

0.7

0.8%

1.8%

2.0%

1.9%

1.9%

1.8%

9.50

SDSD

SAN

SDSD

SDSD

30' - 6" PVC @ 5.62%

ST MH-101B

38' - 6" PVC @ 5.12%

CB MH-307A

35' - 12" RCP CL5 @ 0.88%

SD

SD

SD

SD

FES-300A

106' - 12" R C

P C L5 @

0.57%

CB MH-306A

ST MH-202

RIM: 8.61

BLD: 3.01

12" IO:5.60 - N

EX. 12" I: 5.60 - S

SD SDSD SD

FES-100B

SDSD

SD SD SD SDSD SD SD SD

10' - 6" PVC @ 7.98%

10' - 6" PVC @ 7.97%

10' - 6" PVC @ 7.97%

CB MH-104B

CB MH-102B

CB MH-303A

CB MH-305A

ST MH-301A

G T

SDSD

38' - 6" PVC @ 4.56%

ST MH-103B

CONNECT TO EXISTING

12" PIPE (FIELD VERIFY)

ST MH-304A

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN SAN SAN SAN

SAN

ST MH-302A

ST MH-311A

RIM: 8.98

BLD: 3.48

6" I:7.15 - W

12" IO:5.50 - N

ST MH-303B

RIM: 9.00

BLD: 3.43

6" I:7.20 - W

12" IO:5.57 - S

DOWNSPOUT CONNECTION 111B

8" STUB:7.80

DOWNSPOUT 321A

6" STUB:7.95

DOWNSPOUT 331A

6" STUB:7.95

DOWNSPOUT 312A

6" STUB:7.95

DOWNSPOUT 317A

6" STUB:7.95

DOWNSPOUT 316A

6" STUB:7.95

DOWNSPOUT 326A

6" STUB:7.95

DOWNSPOUT 315A

6" STUB:7.95

DOWNSPOUT 313B

MH-111B

23' - 6" PVC @ 7.45%

FES-300D

SD SDSD SD

SD

SD

SD

SD

TD-1

12" IO:8.41 - E

TD-2

12" IO:5.30 - E

94' - 12" RCP CL5 @

0.17%

ST MH-301

RIM: 8.18

BLD: 3.02

12" I:5.26 - W

12" IO:5.16 - SE23' - 12" RCP CL5 @ 0.18%

18' - 6" PVC @ 7.95%

DOWNSPOUT 325A

6" STUB:7.95

SAN SAN

ORGANIZATIONAL STORAGE

FFE: 9.7

(EQUALS 100'-0" ON BUILDING PLANS)

BASIN 3

8.18

8.18

8.18 8.18

8.50

7.82 7.82

8.50

8.258.19

8.19

8.19

8.19

8.25

8.25

8.25

SAN SANSAN SANSANSANSANSAN

SDSD SDSD

8.

8.5

8.

8.5

8.50

8.50

8.62

8.78 8.91

9.00

8.50

9.00

8.62

9.10

9.10

8.91

9.11 (9.75)

(9.75) 9.11

8.62

(8.87)

(9.09)

(9.08)

8.50 8.71

8.50 8.62

8.79

8.91 8.79

9.10

9.10

(8.12)

(8.86)

(8.72)

9.00 9.00

8.50

8.90 8.78

8.51

(8.18)

8.77

8.77

8.91

8.79

8.50

8.16 8.40

8.408.16 8.508.29

8.22 8.20

8.15 8.22

8.50

8.50

8.50

8.50

8.50

8.50

8.50

8.50

8.29 8.50

8.91 8.77

(8.72)

(9.05)

2.0%

1.7%

1.8%

3.8

4.6% 4.7%

4.8%

4.7% 4.6%

4.7%

0.7

0.8%

1.8%

2.0%

1.9%

1.9%

1.8%

8.71

7.55 7.55

7.55 7.55

7.557.55

7.44

SAN

SAN SDSD SDSD

CB MH-112B

RIM: 7.24

BLD: 2.76

12" IO:5.63 - W

55' - 12" RCP CL5 @ 0.16%

SD

SD

SD

SD

SD SD SDSD SD SD SD

SAN

SAN

SAN

C

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US Army Corps of Engineers ®

SHEET ID

U S

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M

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3 5 7 9 11 13 15 17 19

L

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2 4 6 8 10 12 14 16 18 20

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Vi ew

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EV

S, IN

C

PN

PN

FY

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED BY

ME OR UNDER MY DIRECT SUPERVISION AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF FLORIDA.

DATE SIGNED

LICENSE NUMBER

NAME

CERTIFICATION

2-

6-w w w .e vs -e ng .c om

DANIEL BOWAR

97694

17 APRIL 2024

PE

R

R

IN

E, F

LO

R

ID

A

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

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E, K

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F

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G R

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IN

G A

N D

D R

AI

N

AG

E

PL

AN

AR

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'B

SCALE 1 2

SCALE IN

FT

DRAWING SCALES APPLY TO 22" x 34" SHEETS

30 60X

XX

X

X

X X

XX

X

SW

137TH

AVE

NORTH

KEY PLAN

SW 176TH ST

AREA 'C'

AREA 'B'

AREA 'A'CU800

SHEETS

CG102 1"=30'

SITE GRADING AND DRAINAGE PLAN AREA 'B'

1. FREE DRAINING PAVEMENT EDGES: PROVIDE 1 INCH DROP

FROM PAVEMENT EDGE TO TOP OF GROUND

2. PROVIDE 6 INCH DROP FROM FFE TO GRADE AT ALL LAWN

AND LANDSCAPE AREAS. SLOPE AWAY FORM BUILDING AT 5%

FOR FIRST 10 FEET.

3. PROVIDE 1/4 INCH DROP FROM FFE AT ALL STOOPS AND

APRON CONNECTION TO BUILDING. SLOPE STOOP AWAY

FROM BUILDING AT 2%

4. SEE LANDSCAPE ARCHITECT PLANS FOR SEEDING

REQUIREMENTS.

5. REFER TO PROFILE SHEETS CG201 - CG204 FOR ADDITIONAL

PROPOSED STORM SEWER INFORMATION (LENGTH/SLOPE).

6. VERTICAL DATUM: NGVD29

GRADING NOTES

X X

SEE SHEET CG101

SEE SHEET CG103

SEE SHEET CG102

SEE SHEET CG102

1. RIP-RAP AT OUTLETS SEE DETAIL 1/CG501

2. SCREENING/EARTH BERM

3. MEP FENCE

4. TRASH GUARD

5. TRENCH DRAIN - SEE DETAIL 4/CG502

6. RIP-RAP OVERFLOW

7. RIP-RAP PROTECTION

8. GRADE AT CONDENSING UNITS TO MATCH BOTTOM

OF CONCRETE PADS

9.