ITB_SUN250587_Construction_of_Union_Station_Restroom_with_Ticketing_Kiosk_-_Exhibit_I_-_Suntran_Restroom_and_Kiosk_SITEPLAN.pdf

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C01

C01 - COVER SHEET

C01.1 - MASTER LAYOUT

C02 - DEMOLITION PLAN

C03 - LAYOUT AND GRADING PLAN

C04 - STORMWATER POLLUTION PREVENTION PLAN

C05 - CONSTRUCTION DETAILS

DRAWING INDEX

ZONING

PARCEL ACCT. NO.

FUTURE LAND USE

PROJECT AREA

PROJECT NAME

PROJECT LOCATION

OWNER

SITE DATA:

126,716 S.F. = 2.91 ACRES

28235-001-00

OCALA SUNTRAN RESTROOMS AND KIOSK

HIGH INTENSITY/CENTRAL CORE

IMPERVIOUS AREA

NE 5TH ST @ NE 1ST AVE

CITY OF OCALA

1805 NE 30TH AVE. BLDG 700

OCALA, FL 34470-4882

OCALA, FL 34785

OF KIMLEY-HORN AND ASSOCIATES, INC.

ENGINEER'S CERTIFICATION:

I HEREBY CERTIFY THAT THESE PLANS AND CALCULATIONS WERE COMPLETED IN

ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF THE CITY OF OCALA LAND

DEVELOPMENT CODE EXCEPT AS WAIVED, THAT THE ADJACENT PROPERTIES WILL BE

PROTECTED FROM STORMWATER DAMAGE AS A RESULT OF THIS PROPOSED

DEVELOPMENT, THAT THE DRAINAGE FACILITIES INCORPORATED HEREON ARE SUFFICIENT

IN SIZE, AND THAT SIGHT DISTANCE AT DRIVEWAYS COMPLY WITH A.A.S.H.T.O. AND THE

F.D.O.T. SITE IMPACT HANDBOOK. I FURTHER CERTIFY THAT THIS PLAN MEETS ALL

REQUIREMENTS OF THE F.D.E.P. AND S.J.R.W.M.D.

DATE:

SURVEY:

CONTACT: ECHEZABAL AND ASSOCIATES, INC.

NOTE: SEE TOPOGRAPHIC SURVEY BY ECHEZABAL AND

ASSOCIATES FOR BEARINGS & DISTANCES,

MONUMENTATION, SECTION DATA, DATUM, FENCES,

NOTES, AND SURVEYOR'S CERTIFICATION.

GENERAL NOTES:

THE CHARACTER AND INTENDED USE OF THIS DEVELOPMENT SHALL BE

TO CONSTRUCT 460 SF TICKET KIOSK AND RESTROOMS BUILDING.

GENERAL STATEMENT:

1. REPRODUCTION OF THESE PLANS IS NOT VALID UNLESS SIGNED BY

THE ENGINEER IN RESPONSIBLE CHARGE AND SEALED WITH RAISED

EMBOSSED SEAL.

2. COPIES OF THESE PLANS AS DESIGNED BY THE PROFESSIONAL

ENGINEER HAVE BEEN RETAINED BY THE ENGINEER AND HE WILL NOT

BE HELD RESPONSIBLE FOR ANY SUBSEQUENT UNAUTHORIZED

CHANGES TO THE REPRODUCIBLE ORIGINAL DOCUMENTS.

STANDARD NOTES:

VICINITY MAP

NORTH

1. ALL CONSTRUCTION COVERED BY THESE PLANS SHALL COMPLY WITH THE MATERIAL REQUIREMENTS AND QUALITY CONTROL

STANDARDS CONTAINED IN THE CITY OF OCALA LAND DEVELOPMENT CODE AS APPLICABLE.

2. NO CHANGE TO THE WORK AS SHOWN ON THE APPROVED PLANS SHALL BE MADE WITHOUT NOTIFICATION TO AND APPROVAL

OF BOTH THE CITY ENGINEER AND PROJECT ENGINEER.

3. THE CONTRACTOR SHALL VERIFY THE LOCATION AND COVER OF ALL EXISTING UTILITIES AND REPORT ANY DISCREPANCY TO THE PROJECT ENGINEER. THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THESE PLANS. CAUTION IS ADVISED PRIOR

TO DIGGING. IT IS IMPORTANT THAT "UTILITY LOCATES" BE PERFORMED ON-SITE.

4. TYPE III SILT FENCE SHALL BE INSTALLED AS SHOWN ON THESE PLANS PRIOR TO ANY CONSTRUCTION, MAINTAINED DURING

THE LIFE OF THE PROJECT, AND REMOVED FOLLOWING COMPLETION OF CONSTRUCTION.

5. THE SITE SHALL REMAIN FREE OF EXCESS DUST AND DEBRIS AT ALL TIMES. ANY INCIDENCE OF EROSION, SEDIMENTATION, DUST OR DEBRIS OCCURRING OFF-SITE AS A RESULT OF CONSTRUCTION ACTIVITIES ON THIS DEVELOPMENT SHALL BE

CORRECTED BY THE CONTRACTOR WITHIN 48 HOURS OF EACH OCCURRENCE.

6. ALL DRAINAGE FACILITIES AND STORM STRUCTURES MUST BE BUILT PRIOR TO CONSTRUCTION OF ANY IMPERVIOUS

SURFACES.

7. ASPHALT PAVEMENT ON-SITE SHALL BE 1-1/2"-THICK (F.D.O.T. TYPE SP-9.5) ON 8" LIMEROCK BASE (98% MAX DENSITY, 100 LBR), ON 12" STABILIZED SUBGRADE (98% MAX DENSITY, 40 LBR). CONSTRUCTION REQUIREMENTS OF THE FDOT STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) SHALL GOVERN.

8. IF UNSUITABLE MATERIAL IS ENCOUNTERED WITHIN PARKING AREA, TWO (2) FEET OF UNDERCUT BELOW THE PROPOSED LIMEROCK BASE TOGETHER WITH SUITABLE BACKFILL MATERIAL, IS REQUIRED. THE CONTRACTOR SHOULD PROVIDE A UNIT PRICE IN HIS INITIAL BID, AND HE SHALL NOTIFY THE PROJECT ENGINEER WHEN UNSUITABLE MATERIAL IS ENCOUNTERED.

BEFORE PROCEEDING WITH ANY WORK RELATED TO UNSUITABLE MATERIAL, THE CONTRACTOR IS ADVISED TO CONTACT A LICENSED GEOTECHNICAL ENGINEER TO DETERMINE THE SUITABILITY OF THE INSITU SOIL AND THE AREA OF UNDERCUT THAT

IS REASONABLY REQUIRED.

9. ALL SIGN POSTS TO BE U-CHANNEL GALVANIZED STEEL 2lbs/L.F. BREAKAWAY POSTS.

10. ANY DISTURBED AREAS LEFT UNPAVED SHALL BE FINISH GRADED AND SODDED WITH ARGENTINE BAHIA. CONTRACTOR MUST

FINISH GRADE AT 2" UNDERCUT OF PROPOSED GRADES TO ALLOW FOR THICKNESS OF SOD.

11. IF A SINKHOLE SHOULD FORM ON THIS SITE, ALL APPLICABLE REPAIR PROCEDURES SHALL BE FOLLOWED AS OUTLINED IN TYPICAL SINK CHIMNEY REPAIR DETAIL SHOWN HEREON. ALSO, THE CITY OF OCALA AND SJRWMD SHALL BE NOTIFIED

IMMEDIATELY.

12. KIMLEY-HORN, INC. AND ITS EMPLOYEES ARE NOT RESPONSIBLE FOR ON-SITE SAFETY DURING CONSTRUCTION.

13. THERE ARE NO WETLANDS ON THIS SITE.

14. THE SITE CONTRACTOR SHALL INCLUDE THE PROVISION OF A COMPREHENSIVE AS-BUILT SURVEY FOR THE ENTIRE PROJECT IN HIS CONTRACT. THIS SURVEY MUST BE PERFORMED BY A FLORIDA REGISTERED LAND SURVEYOR (FIELD AND OFFICE WORK) AND PROVIDED TO THE PROJECT ENGINEER IN BOTH PDF AND ACAD FORMATS PRIOR TO C.O. THE AS-BUILT SURVEY SHALL INCLUDE VALVE TIE SHEETS FOR ANY NEW VALVES, TOGETHER WITH THE TYPE, SIZE, LOCATION, DEPTH, SLOPE (WHERE APPLICABLE), ETC. OF ALL UTILITIES. IMPORTANT!! THE LOCATIONS AND TOP OF PIPE ELEVATIONS FOR ALL VERTICAL & HORIZONTAL BENDS, TEES, VALVES, AND WYES MUST BE PROVIDED ON THE AS-BUILTS. THE PROJECT ENGINEER WILL REVIEW THE INFORMATION FOR CERTIFICATION OF COMPLETION BEFORE FINAL PAYMENT WILL BE APPROVED. AN INCOMPLETE AND/OR INACCURATE AS-BUILT SURVEY WILL BE REJECTED, AND THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY DELAY IN

OBTAINING THE C.O.

15. THE GEOTECHNICAL TESTING COMPANY SHALL BE HIRED BY THE OWNER AND THE SPECIFICATIONS FOR THE TESTING SHALL

BE GIVEN BY THE PROJECT ENGINEER. ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR.

FLOOD ZONE

NEW BUILDING SIZE 460 S.F.

NEW BUILDING HEIGHT 15 FEET

AGENCY PERMITS:

CITY OF OCALA ONGOING

SJRWMD ONGOINGUTILITY PROVIDERS:

ELECTRIC:

CITY OF OCALA ELECTRIC UTILITY

1805 NE 30TH AVE., BLDG 400

OCALA, FL 34470

RANDY HAHN

(352) 351-6615

FIBER & TELEPHONE:

LUMEN (LOCAL)

501 MCCORMACK ST

LEESBURG, FL 34748

JOHN PLAMONDON

(352) 425-4444

FIBER:

CITY OF OCALA FIBER

1805 NE 30TH AVE, BLDG. 500

OCALA, FL 34470

OSHANE PARKER

(352) 401-6950

FIBER & TELEPHONE:

LUMEN (NATIONAL)

7003 PRESIDENTS DR, STE. 100

ORLANDO, FL 32809

MICHAEL HUNT

716-480-2076

NEW BUILDING NUMBER OF STORIES 1 STORY

Know what'sbelow.

Callbefore you dig.

CALL 2 BUSINESS

DAYS BEFORE

YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

OCALA SUNTRAN

RESTROOMS AND KIOSK

CITY OF OCALA, FLORIDA

APRL 2024

MINOR SITE PLAN

FOR

PARCEL ID: 28235-001-00

PROJECT

LOCATION

PROJECT

AREA

SITE

NO CHANGE FROM PRE-DEVELOPMENT

WATER & SEWER:

CITY OF OCALA, WATER & SEWER

2100 NE 30TH AVE

OCALA, FL 34470

STACEY FERRANTE

(352) 351-6775

COMMUNICATION LINES & FIBER:

VERIZON

400 S. LAKE DESTINY

ORLANDO, FL 32810

TIM COLE

(407)-618-2078

PRE-CONSTRUCTION MEETING:

NO SITE WORK SHALL BE CONDUCTED PRIOR TO OBTAINING A SITE PERMIT FROM THE CITY

OF OCALA. CALL THE CITY GROWTH MANAGEMENT DEPARTMENT AT 352-692-8421 TO

SCHEDULE A PRE-CONSTRUCTION MEETING.

GAS:

TECO PEOPLES GAS-OCALA

316 SW 33RD AVE.

OCALA, FL 34474

LANDON MEAHL

(407) 408-5566

SPLM24-45592-Suntran Union Station Restroom - Kiosk 5/9/2024

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PARCEL #:

28235-005-00

PARCEL #:

28235-004-00

PARCEL #:

28235-002-00

PARCEL #:

28235-000-00

PARCEL #:

28235-001-00

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C01.1

NORTH

SPLM24-45592-Suntran Union Station Restroom - Kiosk 5/9/2024

EXISTING COVERED

BOARDING AREA

TO REMAIN

EXISTING

CONCRETE

EXISTING ASPHALT

EXISTIN

G

CONCRETE

SID

EWALK

EXISTING

CONCRETE

EXISTING 6" WATER MAIN (APPROXIMATE)

CONTRACTOR TO VERIFY LOCATION AND PROTECT

FROM DAMAGES DURING CONSTRUCTION

EXISTING 8" SANITARY

CONTRACTOR TO VERIFY LOCATION AND PROTECT

FROM DAMAGES DURING CONSTRUCTION

INSTALL INLET PROTECTION BARRIER

EXISTING STOP SIGN

AND LIGHT POLE TO REMAIN

EXISTING ELECTRICAL

STRUCTURE TO REMAIN

EXISTING

HANDRAIL

TO REMAIN

EXISTING TREE

TO REMAIN

CAUTION:

EXISTING ELECTRICAL CONDUITS 3 FT DEEP

TO BE PROTECTED DURING CONSTRUCTION

TREE CANOPY

(APPROX.)

REMOVE AND REPLACE EXISTING

CURB AND GUTTER

REMOVE AND REPLACE EXISTING

CURB AND GUTTER

REMOVE AND REPLACE

PAVEMENT STRIPING (TYP.)

APPROXIMATE LOCATION OF EXISTING

DRAIN OUTLET TO BE FIELD LOCATED,

REMOVED, AND REPLACED.

EXISTING CONCRETE SIDEWALK

TO BE REMOVED AND REPLACED

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C02

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INSTALL SILT FENCE. SEE DETAIL ON SHEET C04.

INSTALL EITHER 2"x4" WOODEN FENCE OR ORANGE CONSTRUCTION BARRIER FENCE AS SHOWN. SEE DETAILS

ON SHEET C05.

REMOVE EXISTING ASPHALT PAVEMENT WHERE SHOWN CROSS-HATCHED.

REMOVE EXISTING CURB AND CONCRETE WHERE SHOWN SHADED.

REMOVE EXISTING BOLLARDS.

REMOVE AND REPLACE ALL GRASSED AREA THAT IS DISTURBED DURING CONSTRUCTION.

DEMOLITION KEYNOTE LEGEND:

DEMOLITION PLAN

TREE PRESERVATION NOTE:

TREE PRESERVATION MEASURES MUST BE INSTALLED AND

INSPECTED PRIOR TO ANY DEMOLITION ACTIVITIES.

1. ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER.

2. REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF EXISTING STRUCTURES, ETC., LOCATED WITHIN THE PROJECT SITE. UNLESS OTHERWISE NOTED, ALL EXISTING BUILDINGS, STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES, SIGNS, AND ALL APPURTENANCES ARE TO BE REMOVED FROM THE SITE BY THE CONTRACTOR AND PROPERLY DISPOSED OF IN A LEGAL MANNER AS PART OF THIS CONTRACT. SOME ITEMS TO BE REMOVED MAY NOT BE DEPICTED ON THE TOPOGRAPHIC SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE FULL EXTENT OF ITEMS TO BE REMOVED. IF ANY ITEMS ARE IN QUESTION, THE CONTRACTOR SHALL CONTACT THE OWNER PRIOR TO REMOVAL OF SAID ITEMS.

3. THE CONTRACTOR SHALL REFER TO THE DEMOLITION PLAN FOR DEMOLITION AND/OR PRESERVATION OF EXISTING TREES AND NATURAL AREAS. ALL TREES NOT SPECIFICALLY SHOWN TO BE PRESERVED OR RELOCATED SHALL BE REMOVED AS PART OF THIS CONTRACT IF THEY CONFLICT WITH THE CONSTRUCTION OF ANY OF THE PROPOSED IMPROVEMENTS. TREE PROTECTION BARRICADES AND FENCING SHALL BE INSTALLED AND INSPECTED IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL

REQUIREMENTS PRIOR TO ANY DEMOLITION ACTIVITIES TAKING PLACE.

GENERAL DEMOLITION NOTES:

SAWCUT (TYP.)

SAWCUT (TYP.)

STORAGE AND

STAGING AREA

SAWCUT (TYP.)

SPLM24-45592-Suntran Union

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EXISTING ASPHALT

EXISTING 8" SANITARY

CONTRACTOR TO VERIFY LOCATION AND

PROTECT FROM DAMAGES DURING

CONSTRUCTION

EXISTING

COVERED

BOARDING AREA

EXISTING

HANDRAIL

PROPOSED

CONCRETE

EXISTING TREE

TO REMAIN

PROPOSED

CONCRETE

SID

EWALK

INSTALL 6" X 2" SADDLE SLEEVE WITH 2" GATE

VALVE (SEE DETAIL ON SHEET C05)

INSTALL 8" X 6" REDUCING WYE FOR

GRAVITY SEWER CONNECTION

APPROX. INV. = 64.62

(SEE DETAIL ON SHEET C05)

PROPOSED 2"

WATER SERVICE

PROPOSED 6"

GRAVITY SEWER

PROPOSED RESTROOMS

AND KIOSK BUILDING

F.F.E. = 69.00

2" FIRE PROTECTION

CONNECTION POINT TO BUILDING.

(SEE ARCHITECTURAL PLANS)

PROPOSED HANDRAIL

(TO MATCH EXISTING)

PROPOSED WALL

(SEE DETAIL ON SHEET C05)

SANITARY C/O

INV. EL.: 64.96

TREE

CANOPY

(APPROX.)

SAN

INV. EL.: 65.26

DOUBLE SWEEP

SANITARY C/O

INV. EL.: 64.65

105 LF OF 6" PVC @ 0.61%

SANITARY C/O

INV. EL.: 65.23

CAUTION:

EXISTING ELECTRICAL CONDUITS 3 FT DEEP

TO BE PROTECTED DURING CONSTRUCTION

13.7'

5.7'

4.6'

6.5'

R10.0'

.0'

6.3'

.4

PRUNE TREE AS NEEDED

4.

0'

EXISTING 6" WATER MAIN (APPROXIMATE)

CONTRACTOR TO VERIFY LOCATION AND

PROTECT FROM DAMAGES DURING

CONSTRUCTION

REPLACE SIDEWALK PANEL

TO THE NEXT JOINT LINE

SANITARY C/O

INV. EL.: 65.17

4.3'

8.4'

.2'

14.2'

3.8

4.0'

.5'

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MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING MATCH

EXISTING

MATCH

EXISTING

68.84

67.99

68.78

68.89

68.90

68.90

68.90

68.90

68.90

PROPOSED RESTROOMS

AND KIOSK BUILDING

F.F.E. = 69.00

68.90

68.87

69.08 69.08

68.86

68.81

REGRADE GRASS ISLAND

AS NEEDED.TIE DOWN

GRADING SHALL NOT

EXCEED A SLOPE OF 4:1

68.78

67.75

68.74

67.61

67.40

68.74

68.53 68.62

68.8168.71

68.03

68.2967.61

67.55

68.90

68.90

68.90

68.90

68.90

68.90

68.84

67.10

67.26 67.48

67.54

67.60

67.55

67.18

67.68

68.03 68.07

68.52

MATCH

EXISTING

MATCH

EXISTING

68.07

68.01

66.65

67.24

66.39

67.03

INV. OUT EL.: 67.4

INV. OUT EL.: 67.6

YARD DRAIN

GRATE: 68.80

INV. OUT: 68.00

6" PVC @ 0.5%

6" PVC @ 0.5%

C/O INV. EL.: 67.68

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C03

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- INSTALL 2" WATER SERVICE LINE AND CONNECT TO EXISTING PIPE AS SHOWN. INSTALL 1-1/2" WATER

METER, BACK FLOW PREVENTER AND ISOLATION VALVE AS SHOWN. SEE ARCHITECTURAL PLAN.

- INSTALL 2" FIRE LINE WITH 2" DOUBLE DETECTOR CHECK VALVE WITH ISOLATION VALVE AND

CONNECT TO BUILDING AS SHOWN. SEE ARCHITECTURAL PLAN.

- INSTALL 6" PVC SANITARY SERVICE PIPE WITH CLEANOUTS AND CONNECT TO EXISTING AS SHOWN.

- CONSTRUCT 460 SF RESTROOMS AND KIOSK BUILDING. SEE ARCHITECTURAL PLAN.

- CONSTRUCT RETAINING WALL PER DETAIL ON SHEET C05.

- CONSTRUCT CONCRETE SIDEWALK PER DETAIL ON SHEET C05.

- CONSTRUCT ASPHALT PAVEMENT PER DETAIL ON SHEET C05.

- INSTALL BRONZE HANDRAIL TO MATCH EXISTING.

- WHITE PARKING STRIPE TO MATCH EXISTING.

- SOD ANY DISTURBED AREAS PER GENERAL NOTE #10 SHEET C01.

- ADA RAMP AND HANDRAIL IN COMPLIANCE WITH LATEST ADA DESIGN STANDARDS

(PER FDOT INDEX 515-062)

- ADA ACCESSIBLE CURB RAMP AND DETECTABLE WARNING STRIP

(PER FDOT INDEX NO. 522-002)

- PRIVATE ACCESS GATE TO MATCHED EXISTING FENCE

- ROOF DRAINS TO CONNECT TO 6" DRAINAGE PVC PIPE UNDERGROUND

- INSTALL TEMPORARY BARRIER FENCE DURING CONSTRUCTION TO SEPARATE THE PUBLIC AND

ONGOING CONSTRUCTION ACTIVITY

IT IS THE SURVEYOR'S AND CONTRACTOR'S

RESPONSIBILITY TO HAVE THE MOST CURRENT

PLANS DURING CONSTRUCTION. CONTACT PROJECT

ENGINEER, PRIOR TO LAYOUT OF IMPROVEMENTS,

TO OBTAIN COORDINATE DATA.

- GATE VALVE

- PROPOSED WATER LINEH2O

LEGEND

- FIRE LINE DOUBLE CHECK DETECTOR

- PROPOSED SANITARY SEWER PIPESS

- WATER METER AND REDUCED PRESSURE

BACKFLOW PREVENTOR

NORTH

LEGEND

100.00

- EXISTING CONTOURS

- PROPOSED CONTOURS

- PROPOSED FLOW DIRECTION ARROWS

- PROPOSED SPOT ELEVATION

PAVEMENT LEGEND

- ASPHALT PAVEMENT

(SEE DETAIL SHEET C05)

- CONCRETE PAVEMENT

(SEE DETAILS SHEET C05)

100.00 - EXISTING SPOT ELEVATION

1. CROSS SLOPES FOR NEW SIDEWALK SHALL NOT EXCEED 2.0%

2. LONGITUDINAL SLOPES FOR NEW SIDEWALK SHALL NOT EXCEED 5.0%

3. IF THERE IS AN AREA WHERE ITEMS 1 AND 2 ABOVE CANNOT BE MET, INFORM THE

ENGINEER FOR FUTURE COORDINATION.

4. THE SIDEWALK SLOPES WILL BE MEASURED BY THE ENGINEER AND THE CITY FOR

COMPLIANCE.

- SOD AREA AND FINISH TO

MATCH EXISTING

ALL NOTES LISTED BELOW SHALL BE CONSTRUCTED BY THE

CONSTRUCTION NOTES:

SITE CONTRACTOR, UNLESS STATED OTHERWISE.

IMPERATIVE:

LAYOUT PLAN

GRADING PLAN

GRADING NOTES:

7 6

SEWER AND WATER DEMAND:

1. ESTIMATED DOMESTIC SEWER DEMAND:

96 USERS PER DAY X 4 GALLONS = 384 G.P.D.

2. ESTIMATED POTABLE WATER DEMAND:

384 G.P.D. X 1.2 = 461 G.P.D.

SPLM24-45592-Suntran Union

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C04

1. DISCHARGE CONTROL AND EROSION PROTECTION MEASURES SHALL BE EMPLOYED AND OPERATED AT ALL TIMES DURING CONSTRUCTION TO AVOID ADVERSE IMPACTS TO RECEIVING WATERS OR ADJACENT PROPERTY. DETENTION.RETENTION STORAGE STRUCTURES, SEDIMENT BARRIERS, FLOW CONVEYANCES, REVETMENT, DISCHARGE CONTROL STRUCTURES, AND OTHER STORMWATER MANAGEMENT STRUCTURES SHOULD BE BUILT AND CONTINUOUSLY MAINTAINED DURING PROJECT CONSTRUCTION IN A MANNER SUCH THAT, TO THE EXTENT POSSIBLE, THE STRUCTURES ARE INCORPORATED INTO AND BECOME PART OF THE PERMANENT SURFACE

WATER MANAGEMENT SYSTEM.

2. THE OWNER/PERMITTEE SHALL ENSURE THAT THE SURFACE WATER AND STORMWATER MANAGEMENT MEASURES PROPOSED IN THE PLAN ARE EFFECTIVELY IMPLEMENTED UNTIL COMPLETION OF THE PROJECT OR UNTIL THE PERMANENT SURFACE WATER MANAGEMENT SYSTEM IS OPERATIONAL.

3. THE SITE SHALL REMAIN FREE OF EXCESS DUST AND DEBRIS AT ALL TIMES. ANY INCIDENCE OF EROSION, SEDIMENTATION, DUST OR DEBRIS OCCURRING OFF-SITE AS A RESULT OF CONSTRUCTION ACTIVITIES ON THIS DEVELOPMENT SHALL BE CORRECTED BY THE CONTRACTOR IMMEDIATELY (FOR EACH OCCURRENCE).

4. ALL STORM WATER MANAGEMENT SYSTEMS SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF IMPERVIOUS AREAS.

5. SILT FENCE, STRAW BALE INLET FILTERS, AND ANY OTHER EROSION/SEDIMENTATION PROTECTION SHOWN ON THESE PLANS SHALL BE INSTALLED IMMEDIATELY FOLLOWING SITE CLEARING AND PRIOR TO ANY SITE DEVELOPMENT. ALL EROSION/SEDIMENTATION PROTECTION SHALL BE MAINTAINED DURING THE LIFE OF THE

CONSTRUCTION PROJECT AND REMOVED AFTER COMPLETION.

6. CONSTRUCTION WASTE - WASTE SHALL BE COLLECTED AT A DESIGNATED AREA ONSITE. ADEQUATE NUMBER OF CONTAINERS SHALL BE PROVIDED (WHEN POSSIBLE COVER CONTAINERS OR PROVIDE LIDS ON CONTAINERS). ARRANGE FOR WASTE COLLECTION BEFORE CONTAINERS OVERFLOW, PROVIDE CLEAN UP IMMEDIATELY IF

SPILLAGE OCCURS.

7. CONTROL AND DISPOSAL OF WASTES - CONTRACTOR SHALL DEVELOP AND IMPLEMENT A PLAN TO ASSURE THAT ALL WASTE, SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASH-OUT, CHEMICALS, LITTER AND SANITARY WASTE, ARE PROPERLY CONTROLLED WHILE ON-SITE AND TRANSPORTED AND DISPOSED OF (OFF-SITE) IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. NO WASTE MATERIALS OF ANY KIND ARE PERMITTED TO BE BURIED ON-SITE OR DISCHARGED TO SURFACE WATERS OF THE STATE OR TO THE CITY'S STORM WATER SYSTEM.

8. CONCRETE TRUCKS - EMPTYING OR WASH OUT OF EXCESS CONCRETE MAY BE ALLOWED ONSITE. EXCESS CONCRETE AND WASH WATER SHOULD BE DISPOSED OF IN A MANNER THAT PREVENTS CONTACT BETWEEN THESE MATERIALS AND STORMWATER WHICH WILL BE DISCHARGED FROM THE SITE. FOR EXAMPLE, DIKES COULD BE CONSTRUCTED AROUND THE AREA TO CONTAIN THESE MATERIALS UNTIL THEY HARDEN, AT WHICH TIME THEY MAY BE PROPERLY DISPOSED OF.

9. CONTRACTOR SHALL PERIODICALLY SWEEP ALL EXISTING ON-SITE PAVED SURFACES AND OFF-SITE ABUTTING CITY STREETS AND STATE HIGHWAYS AS NEEDED TO KEEP THOSE SURFACES IN A SEDIMENT-FREE CONDITION. SWEEPING SHALL BE DONE BY MECHANICAL MEANS, WITH WATER SUPPLEMENT, ON A REGULAR BASIS SEVERAL TIMES A WEEK INCLUDING, MOST PARTICULARLY, AFTER EVERY RAIN EVENT AND EVERY FRIDAY AFTERNOON PRIOR TO CEASING WORK FOR THE WEEK.

10. SANITARY/SEPTIC DISPOSAL - DOMESTIC WASTE HAULERS SHOULD BE CONTRACTED TO REGULARLY REMOVE THE SANITARY AND SEPTIC WASTES AND TO MAINTAIN

THE FACILITIES IN GOOD WORKING ORDER.

11. PETROLEUM PRODUCTS - OIL, GASOLINE, LUBRICANTS, AND ASPHALTIC SUBSTANCES SUCH AS PAVING MATERIALS SHOULD BE HANDLED CAREFULLY TO MINIMIZE THEIR EXPOSURE TO STORM WATER. EQUIPMENT SHOULD BE ON SITE TO CONTAIN AND CLEAN UP PETROLEUM SPILL IN FUEL STORAGE AREAS OR ON BOARD MAINTENANCE AND FUELING VEHICLES. CONTAIN AND CLEAN UP PETROLEUM SPILLS IMMEDIATELY.

12. HAZARDOUS PRODUCTS - THESE PRODUCTS SHALL BE USED IN A SAFE MANNER TO AVOID POLLUTION OF STORM WATER. EQUIPMENT SHOULD BE ONSITE TO CONTAIN AND CLEAN UP SPILLS OF HAZARDOUS MATERIALS IN THE AREAS WHERE THESE MATERIALS ARE STORED OR USED. CONTAIN AND CLEAN UP SPILLS IMMEDIATELY

AFTER THEY OCCUR.

13. NON-STORM WATER DISCHARGES - THESE DISCHARGES INCLUDE BUT NOT LIMITED TO: FIRE HYDRANT FLUSHINGS, POTABLE WATER SOURCES (FLUSHING), IRRIGATION, BUILDING WASHDOWN, AND AIR CONDITIONING CONDENSATION. PRIOR TO ANY DISCHARGE, ALL DOWNSLOPE SITE SEDIMENTATION AND EROSION CONTROLS SHOULD BE IN PLACE. DISCHARGE SHOULD ONLY BE DIRECTED TO AREAS THAT ARE STABILIZED TO MINIMIZE EROSION (E.G., BUFFER ZONE, VEGETATED FILTER STRIPES, INLET AND OUTLET PROTECTION, LEVEL SPREADERS, ETC.) DO NOT DISCHARGE NON-STORM WATER FLOWS ONTO DISTURBED AREAS.

14. A STORMWATER POLLUTION PREVENTION PLAN INSPECTION REPORT IS REQUIRED AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM EVENT THAT IS 0.5 INCHES OR GREATER. THE REPORTS ARE TO BE FILED AT THE PROJECT SITE WITH THE STORM WATER POLLUTION PREVENTION PLAN.

STORMWATER POLLUTION PREVENTION PLAN (S.W.P.P.P.) NOTES:

I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE

TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER

DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER

POLLUTION PREVENTION PLAN PREPARED THEREUNDER.

THE STORMWATER MANAGEMENT MEASURES PROPOSED ON THIS PLAN SHALL

BE EFFECTIVELY IMPLEMENTED AND MAINTAINED UNTIL COMPLETION OF THE

PROJECT OR UNTIL THE PERMANENT SURFACE WATER MANAGEMENT SYSTEM

IS OPERATIONAL

N.T.S.

DROP INLET SEDIMENT FILTER DETAIL

SECTION A-A

NOTES:

1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL NEARLY LEVEL DRAINAGE

ARES. (LESS THAN 5%).

2. USE 2"X4" WOOD OR EQUIVALENT METAL STAKES (3 FT. MIN. LENGTH).

3. INSTALL 2"X4" WOOD FRAME TO INSURE STABILITY.

4. SEE EROSION CONTROL PLAN FOR LOCATIONS AND APPLICABILITY.

SILT FENCE

A MINIMUM OF 12" OF

SILT FENCE MUST BE

BURIED IN TRENCH

A

A

TOP FRAME NECESSARY

FOR STABILITY

ATTACH FILTER FABRIC SECURILTY

TO 2X4 WOOD FRAME, OVERLAPPING

FABRIC TO NEXT STAKE

2"X4" WOOD FRAME

4 SIDES OF DROP INLET

FILTERED

WATER

OPTION 1 SILT FENCE BARRIER

WRAP GRATE, TOP

AND BOTTOM WITH

GEOTEXTILE FABRIC

OPTION 2 GRAVEL AND WIRE MESH FILTER

FILTERED

WATER

2"WIRE MESH

FDOT NO. 1 COARSE AGGREGATE

(12" MIN. DEPTH)

RUNOFF WATER

RUNOFF

WATER

NOTES:

1. DIMENSIONS OF SEDIMENT FILTER

DETAILS MAY BE ADJUSTED FOR

TYPE "9" CURB INLET TOPS.

2. PRE-MANUFACTURED INLET SOCK MAY BE

SUBSTITUTED IF APPROVED BY THE ENGINEER.

3. SEE EROSION CONTROL PLAN FOR

LOCATION AND APPLICABILITY.

SAND BAG

(TYP.)

2' X 12' FDOT NO 1

COARSE AGGREGATE FILTER

RUNOFF

WATER

RUNOFF

WATER

FDOT NO. 1 COARSE

AGGREGATE FILTER

UNDERDRAIN

TO FULLY

COVER INLET

THROAT

8" PERFORATED UNDERDRAIN

COVERED WITH FILTER SOCK

IRON

GRATE

8" PERFORATED UNDERDRAIN

COVERED WITH FILTER SOCK

SAND BAG

(TYP.)

RUNOFF

WATER

2" WIRE

MESH

FILTERED

WATER

CURB INLET SEDIMENT FILTER DETAIL

N.T.S.

FILTERED WATER

A

A

OPTION 1 UNDERDRAIN FILTER

SECTION A-A

OPTION 2 GRAVEL AND WIRE MESH

B

B

SECTION B-B

NORTH

SPLM24-45592-Suntran Union

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SIDEWALK SHALL BE CONSTRUCTED PER FDOT INDEX NO. 522-001.

TYPICAL SIDEWALK SECTION

5' MIN. CONCRETE WALK

1% STD. 2% MAX.

6"x6"-W1.4xW1.4 WELDED

WIRE MESH @ MID-LAYER

COMPACT TO ACHIEVE

UNYIELDING SURFACE

3000 PSI CONCRETE

4" THICK

NOTE: SEE SITE PLAN FOR SPECIFIC SIDEWALK LOCATIONS

TYPICAL STANDARD DUTY

PAVEMENT SECTION

WALL DETAIL

SPLM24-45592-Suntran Union

SPLM24-45592-Suntran Union

S01 Survey