B09_BICY_229154_-_Drawings_-_Amendment_09_0009.pdf

BUILDING INFORMATION AND LIMITATIONS

BUILDING OCCUPANCY CLASSIFICATION: BUSINESS (GROUP B)

CONSTRUCTION TYPE: ll-B

SPRINKLERED: N

ALLOWABLE BUILDING HEIGHT: 3 STORIES, 60'

ACTUAL BUILDING HEIGHT: 1 STORIES,<25'

ALLOWABLE BUILDING AREA (PER STORY): 36,000 GSF

ACTUAL BUILDING AREA (PER STORY): 5,142 GSF

TOTAL OCCUPANT LOAD: 42

PROJECT LOCATION

PARK BOUNDARY

LOCATION MAP

PROJECT LOCATION

PROJECT INFORMATION

INDEX OF DRAWINGS

REV SHEET

SUB

SHEET TITLE OF SHEET

1 1 G0.00 COVER

2 G0.01 GENERAL NOTES, SYMBOL LEGEND AND ABBREVIATIONS

3 G0.02 TYPICAL TOILET ROOMS AND MOUNTING HEIGHTS

4 G0.03 CODE COMPLIANCE

5 G0.04 CODE COMPLIANCE

6 G1.01 LEVEL 1 LIFE SAFETY PLAN

7 C0.01 GENERAL NOTES AND DETAILS

8 C0.02 LEGEND

1 9 C0.03 STORMWATER POLLUTION PREVENTION NOTES

1 10 C1.01 STORMWATER POLLUTION PREVENTION PLAN

1 11 C1.02 DEMOLITION AND TREE PROTECTION PLAN

1 12 C1.03 MASTER PLANNING PLAN

1 13 C1.04 DETAILED HORIZONTAL CONTROL AND SITE PLAN

1 14 C1.05 DETAILED GRADING, DRAINAGE, AND UTILITY PLAN

1 15 C1.06 DETAILED GRADING, DRAINAGE, AND UTILITY PLAN

1 16 A1.01 ARCHITECTURAL SITE PLAN

17 A1.02 LEVEL 1 FLOOR PLAN

18 A1.03 LEVEL 1 ACCESSIBILITY PLAN

19 A1.04 LEVEL 1 PARTITION PLAN

20 A1.05 LEVEL 1 CEILING PLAN

21 A1.06 ROOF PLAN

22 A1.07 LEVEL 1 FINISH PLAN

1 23 A2.01 EXTERIOR ELEVATIONS

24 A3.01 BUILDING SECTIONS

25 A3.02 BUILDING SECTIONS

26 A3.03 WALL SECTIONS

1 27 A4.01 ENLARGED ARCHITECTURAL SITE PLAN - PROJECT SITE

28 A4.02 ENLARGED INTERIOR VIEWS - FLOOR PLAN

29 A4.03 ENLARGED INTERIOR VIEWS - ELEVATIONS

30 A5.01 ROOF DETAILS

31 A5.02 ROOF DETAILS

32 A5.03 ROOF DETAILS

33 A5.04 ROOF DETAILS

34 A5.05 ROOF DETAILS

35 A5.06 ROOF DETAILS

36 A5.07 EXTERIOR DETAILS

37 A5.08 EXTERIOR DETAILS

1 38 A5.09 EXTERIOR DETAILS

39 A5.10 EXTERIOR DETAILS

40 A5.11 PARTITION DETAILS

41 A5.12 INTERIOR AND FINISH DETAILS

42 A5.13 INTERIOR CASEWORK DETAILS

43 A5.14 OPENING DETAILS

44 A5.15 OPENING DETAILS

45 A5.16 OPENING DETAILS

46 A5.17 OPENING DETAILS

47 A5.18 OPENING DETAILS

48 A5.19 OPENING DETAILS

49 A6.01 PARTITION TYPES

50 A6.02 OPENING TYPES AND SCHEDULE

51 A9.01 EXTERIOR PERSPECTIVE VIEW

TITLE OF DRAWING: DRAWING NO.

PMIS/PKG NO.

OF

A/E

PRIME/ARCH

SHEET

MECHANICA

HENRY

ADAMS, LLC.

BALTIMORE, MD

WALKER

ARCHITECTS, INC.

GAINESVILLE, FL

UNITED STATES

DEPARTMENT OF THE INTERIOR

LOCATION WITHIN PARK

NAME OF THE PARK

REGION STATECOUNTY

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

QUALITY DESIGN CERTIFICATION

PREPARED IN ACCORDANCE WITH DESIGN

DEVELOPMENT (TITLE I) _________________________

VARIANCE FROM DESIGN DEVELOPMENT (TITLE I)

APPROVED BY SUPERINTENDENT ON ______________

CONSTRUCTION DRAWING NOT PRECEDED

BY DESIGN DEVELOPMENT (TITLE I)

PROJECT MANAGER DATE

DRAWING NO.

DATE

CIVIL

PLUMBIN

HENRY

ADAMS, LLC.

BALTIMORE, MD

CHW, INC.

ALACHUA, FL

ELECTRICAL

STRUCTURAL

AES, INC.

JACKSONVILLE,F

HENRY

ADAMS, LLC.

BALTIMORE, MD

/3

/2

:4

:1

P

M NEW FIRE OPERATIONS CENTER

BIG CYPRESS NATIONAL PRESERVE

229154

BICY HEADQUARTERS

DESIGN DEVELOPMENT

SOUTH-EAST COLLIER FLORIDA

REV SHEET

SUB

SHEET TITLE OF SHEET

52 E0.01 ELECTRICAL COVER SHEET

53 E0.02 ELECTRICAL NOTES AND CONVENTIONS

1 54 E0.03 ELECTRICAL SITE PLAN

55 E1.01 LEVEL 1 LIGHTING PLAN

56 E2.01 LEVEL 1 POWER PLAN

57 E2.02 ROOF POWER AND LIGHTING PROTECTION PLAN

58 E4.01 ELECTRICAL PART PLANS

59 E5.01 ELECTRICAL DETAILS

60 E5.02 ELECTRICAL DETAILS

61 E5.03 ELECTRICAL DETAILS

62 E5.04 ELECTRICAL DETAILS

63 E6.01 ELECTRICAL ONE-LINE DIAGRAM

64 E6.02 TELECOMMUNCATIONS RISER DIAGRAM

65 E6.03 ELECTRICAL GROUNDING AND BONDING DIAGRAM

66 E7.01 LIGHTING CONTROL DIAGRAMS

67 E7.02 LIGHTING CONTROL SCHEDULE AND MATRIX

68 E8.01 LUMINAIRE SCHEDULE

69 E8.02 ELECTRICAL EQUIPMENT SCHEDULES

70 E8.03 PANELBOARD SCHEDULES

71 M0.01 MECHANICAL COVER SHEET

72 M0.02 MECHANICAL SITE PLAN

73 M1.01 LEVEL 1 DUCTWORK PLAN

74 M2.01 LEVEL 1 MECHANICAL PIPING PLAN

75 M4.01 MECHANICAL SECTIONS

76 M5.01 MECHANICAL DETAILS

77 M6.01 AUTOMATIC TEMPERATURE CONTROLS

78 M7.01 MECHANICAL SCHEDULES

79 P0.01 PLUMBING COVER SHEET

1 80 P0.02 PLUMBING SITE PLAN

1 81 P1.00 FOUNDATION PLUMBING PLAN

82 P1.01 LEVEL 1 PLUMBING PLAN

83 P1.02 ROOF PLUMBING PLAN

1 84 P3.01 PLUMBING PART PLANS

85 P3.02 PLUMBING PART PLANS

86 P3.03 PLUMBING PART PLANS

87 P5.01 PLUMBING DETAILS

88 P6.01 DOMESTIC WATER RISER DIAGRAMS

89 P6.02 SANITARY RISER DIAGRAMS

90 P6.03 CONDENSATE RISER DIAGRAMS

91 P7.01 PLUMBING SCHEDULES

1 92 S0.01 GENERAL NOTES

1 93 S1.01 FOUNDATION PLAN

94 S1.02 GENERATOR PAD AND FIRE SUPPRESSION TANK PLANS

1 95 S3.01 SECTIONS

1 96 S3.02 SECTIONS

1 97 S3.03 SECTIONS

1 98 S5.01 TYPICAL DETAILS

NTS

N

MARK REVISION DATE INITIAL

1 REVISION 1, AMENDMENT 09 1/29/25

Lblake Image

Lblake Typewritten Text 2/4/2025

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME: MGM

TFC

03/12/2024

DHY SHEETNPS FIRE OPERATIONS CENTER AT

BIG CYPRESS NATIONAL PRESERVE

SUB:

NV5, INC.

WALKER

ARCHITECTS,

GAINESVILLE, FL

GAINESVILLE, FL

C0.03

STORMWATER POLLUTION

PREVENTION NOTES

WATERSHED

ID

POST DEVELOPMENT

AREA (ACRES)

POST DEVELOPMENT

RUNOFF FACTOR (CN)

POST DEVELOPMENT

IMPERVIOUS AREA

(ACRES)

STORMWATER

MANAGEMENT

FACILITY TYPE

1 0.26 DRY DETENTION

FACILITY DETENTION

CAPACITY

(ACRE-FEET)

100-YEAR FLOOD

ELEVATION (FT)

4.980.88 94 0.542

THIS DOCUMENT WAS PREPARED IN ORDER TO ILLUSTRATE COMPLIANCE WITH CHAPTER 62-621.300 (4) OF THE FLORIDA ADMINISTRATIVE CODE, WHICH PERTAINS TO THE GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES. THE ADMINISTRATIVE CODE GRANTS THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) THE AUTHORITY TO REGULATE POINT SOURCE DISCHARGE OF STORMWATER FROM CONSTRUCTION SITES. THIS DOCUMENT ESTABLISHES A STORMWATER POLLUTION PREVENTION PLAN FOR THE SITE USING STANDARD PRACTICE AND BEST MANAGEMENT PRACTICES (BMPs) AND IS ORGANIZED TO CORRESPOND TO 62-621.300(4)(a) GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES FDEP FORM 62-621.300(4)(b) IS TO BE SUBMITTED IN CONJUNCTION WITH THIS DOCUMENT. CONTRACTOR(S) MUST FILL IN THE ACTIVITIES SEQUENCE (SECTION ii. B. BELOW) AND SIGN THIS SHEET (REFER TO SIGNATURE TABLE THIS SHEET) AND RETAIN THIS SHEET AND ALL FOLLOWING SWPPP SHEETS ON SITE. ALTERNATIVELY, CONTRACTOR(S) MAY PREPARE AND SIGN THEIR OWN SWPP PLAN MEETING THE REQUIREMENTS. IF THE SITE OR CONTRACTOR ACTIVITIES REQUIRE ANY BMPs THAT ARE NOT DESCRIBED ON THIS SHEET, THE CONTRACTOR MUST PREPARE AN ALTERNATIVE OR ADDITIONAL SWPPP DOCUMENT CONTAINING THE NECESSARY BMPs.

COUNTY:

SECTION, TOWNSHIP, RANGE:

COUNTY PARCEL NO.:

STREET ADDRESS:

PROJECT AREA:

SITE LOCATION MAP:

COLLIER COUNTY, FLORIDA

SECTION 33, TOWNSHIP 52 SOUTH, RANGE 30 EAST

0114756004

33100 TAMIAMI TRAIL E, OCHOPEE, FL 34141

2.40 ACRES

SEE COVER SHEET OF CONSTRUCTION DRAWINGS

THE PROPOSED DEVELOPMENT IS THE CONSTRUCTION OF ±5,300 S.F. OF FIRE OPERATION BUILDING AND ASSOCIATED PAVEMENT FOR DRIVEWAYS AND PARKING, SIDEWALKS, UTILITIES, AND STORMWATER MANAGEMENT FACILITY(S). THE PROJECT SITE IS LOCATED AT 33100 TAMIAMI TRAIL E, OCHOPEE, FLORIDA. THE PROJECT

SITE TOTAL AREA IS APPROXIMATELY 2.40 ACRES.

PRIOR TO CONSTRUCTION, SILT FENCING AND TREE PROTECTION FENCING SHALL BE INSTALLED AND ALL EXISTING STORM DRAINAGE SWALE AND INLETS SHALL BE PROTECTED IN ACCORDANCE WITH THE STATE OF FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER

AND REVIEWER MANUAL, DATED JULY 2013, AND THESE PLANS.

THE CONSTRUCTION SERVICE ENTRANCE SHALL BE STABILIZED TO MINIMIZE THE CREATION OF DUST AND OFF-SITE TRACKING OF

SEDIMENTS.

ONLY THE AREA COMPRISING THE PROPOSED STORMWATER MANAGEMENT FACILITY(S) SHALL BE CLEARED AND GRUBBED OF UNWANTED

VEGETATION.

THE PROPOSED STORMWATER MANAGEMENT FACILITY(S) SHALL BE CONSTRUCTED.

IF SUITABLE, THE EXCAVATED SOIL FROM THE FACILITY(S) MAY BE USED AS FILL FOR ON-SITE GRADING THAT IS DEPICTED IN THESE

CONSTRUCTION PLANS. THE CONTRACTOR SHALL DISPOSE OF ALL UNSUITABLE MATERIAL ON-SITE OR OFF-SITE TO A PERMITTED

LOCATION.

THE REMAINING PORTION OF THE SITE THAT IS TREATED BY THE CONSTRUCTED STORMWATER MANAGEMENT FACILITY(S) SHALL BE

CLEARED AND GRUBBED.

THE PERMANENT ROADWAYS/DRIVEWAYS SHALL BE ROUGHLY GRADED.

THE UNDERGROUND UTILITIES INFRASTRUCTURE AND STORMWATER PIPING SYSTEM SHALL BE INSTALLED. ANY DE-WATERING (PUMPED)

SHALL BE DIVERTED TO THE ASSOCIATED STORMWATER MANAGEMENT FACILITY(S).

THE PERMANENT ROADWAY/DRIVEWAY SUBGRADE SHALL BE COMPACTED, A LIMEROCK BASE SHALL BE ESTABLISHED, AND THEN

FOLLOWED BY AN OVERLAY OF ASPHALT.

UPON SIGNIFICANT COMPLETION OF CONSTRUCTION, THE STORMWATER PIPING SYSTEM SHALL BE FLUSHED OUT TO REMOVE

ACCUMULATED DEBRIS AND SEDIMENT.

UPON COMPLETION OF THE DEBRIS AND SEDIMENT REMOVAL FROM THE STORMWATER PIPING SYSTEM, THE PROPOSED STORMWATER

MANAGEMENT FACILITY(S) SHALL BE FINE GRADED AND SHALL BE EXCAVATED A MINIMUM OF SIX INCHES BELOW THE DESIGN BOTTOM ELEVATION AND REPLACED WITH FILL HAVING A MINIMUM PERMEABILITY RATE OF 20 FEET/DAY WITH A MAXIMUM OF 5% SOIL FINES PASSING THE NO. 200 SIEVE. THE BOTTOM SHALL BE SCARIFIED AND STABILIZED ACCORDING TO THESE PLANS. ONCE COMPLETED, NO HEAVY MACHINERY SHALL BE ALLOWED WITHIN THE STORMWATER MANAGEMENT FACILITY(S).

ALL REMAINING DISTURBED AREAS WITHIN THE CONSTRUCTION AREA SHALL BE COMPLETELY GRASSED AND/OR LANDSCAPED ACCORDING TO THESE PLANS. TURF ESTABLISHMENT SHALL BE PER FDOT STANDARD SPECIFICATIONS SECTION 570. EVIDENCE OF GROWTH MUST BE PRESENT PRIOR TO REMOVAL OF SILT FENCING AND OTHER EROSION CONTROL APPLICATIONS.

TOTAL PROJECT SITE AREA:

TOTAL SITE AREA TO BE DISTURBED:

TOTAL IMPERVIOUS AREA (AS SHOWN IN CONSTRUCTION DRAWINGS):

TOTAL DETENTION VOLUME:

TOTAL OPEN AREA:

2.40 ACRES

2.40 ACRES

0.26 ACRES

0.542 ACRE-FEET

1.87 ACRES

THE NRCS DATA FOR THE SITE REVEALS THAT THE SITE SOILS ARE COMPRISED OF PERRINE MARLY SILT LOAM. UNIVERSAL ENGINEERING SCIENCES CONDUCTED A GEOTECHNICAL EXPLORATION OF THE PROPOSED STORMWATER MANAGEMENT FACILITY(S) LOCATION IN JANUARY OF 2023. THE INVESTIGATION REVEALED THAT

THE PROJECT SITE'S SURFACE SOILS HAVE THE FOLLOWING CHARACTERISTICS:

DEPTH TO EFFECTIVE OR MOBILIZED AQUIFER:

DEPTH OF SEASONAL HIGH WATER TABLE:

HORIZONTAL HYDRAULIC CONDUCTIVITY:

UNSATURATED VERTICAL INFILTRATION:

THE STORMWATER MANAGEMENT FACILITY(S) WAS DESIGNED TO PROVIDE RATE CONTROL AND WATER QUALITY TREATMENT OF THE STORMWATER RUNOFF RESULTING FROM THE POST-DEVELOPMENT SITE UNDER 25-YEAR 72-HOUR CRITICAL STORM EVENT RAINFALL CONDITION. THE STORMWATER POLLUTION PREVENTION PLAN (C1.01) DEPICTS THE POST-DEVELOPMENT WATERSHED(S) LIMITS AND THE TABLE BELOW SUMMARIZES EACH WATERSHED.

0 FEET (NAVD88)

0.50 FEET (NAVD88)

N/A N/A

PLEASE SEE THE STORMWATER POLLUTION PREVENTION PLAN (C1.01) FOR DETAILS.

THE STORMWATER MANAGEMENT FACILITY 1 OUTFALL STRUCTURE IS LOCATED AT THE SOUTHEAST PORTION OF THE PROJECT (25°53'58" N, 81°19'13" W) AND THE ASSOCIATED

RECEIVING WATER BODY IS HALFWAY CREEK.

AS OUTLINED IN THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SJRWMD) PERMIT, ALL CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED IN A MANNER AS TO NOT VIOLATE STATE WATER QUALITY STANDARDS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ON-SITE. IF SITE CONDITIONS ARE SUCH THAT ADDITIONAL CONTROL MEASURES ARE REQUIRED OTHER THAN WHAT IS SPECIFIED IN THE EROSION AND SEDIMENTATION CONTROL PLAN, THEN THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL BEST MANAGEMENT PRACTICES.

THESE MEASURES MUST BE INSPECTED AND MAINTAINED THROUGHOUT THE CONSTRUCTION PHASE AND UNTIL AS DIRECTED BY THESE PLANS. THE STORMWATER POLLUTION PREVENTION PLAN (C1.01) AND SECTION IV BELOW PROVIDE DETAILS ON THE SPECIFIC CONTROL MEASURES TO REDUCE STORMWATER POLLUTION.

EXISTING TREES AND NATURAL VEGETATION TO REMAIN ON-SITE SHALL BE PROTECTED BY TREE BARRICADE FENCING AS DEPICTED ON THE STORMWATER POLLUTION PREVENTION PLAN (C1.01). TYPE III SILT FENCING SHALL PROTECT ALL DRAINAGE STRUCTURES AND SHALL BUFFER AREAS WITH POTENTIAL TO CONTRIBUTE OFF-SITE RUNOFF AND AS SPECIFICALLY DEPICTED ON THE STORMWATER POLLUTION PREVENTION PLAN (C1.01). STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON DISTURBED AREAS AS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN 7 DAYS, IN PORTIONS OF THE SITE WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED. AS SPECIFIED IN SECTION II.B. ABOVE, UPON COMPLETION OF CONSTRUCTION, ALL STORMWATER MANAGEMENT FACILITIES SHALL BE SCRAPED CLEAN OF ACCUMULATED SEDIMENT AFTER THE COMPLETION OF CONSTRUCTION. ALL TURF ESTABLISHMENT SHALL BE PERFORMED MEETING THE REQUIREMENTS OF SECTION 570 OF THE STANDARD SPECIFICATIONS. EVIDENCE OF GROWTH MUST BE PRESENT PRIOR TO FINAL RELEASE.

AS DEPICTED IN THE STORMWATER POLLUTION PREVENTION PLAN (C1.01), A STORMWATER MANAGEMENT SYSTEM WILL BE CONSTRUCTED AND WILL BE COMPRISED OF A DRY DETENTION FACILITY AND A STORM PIPE CONVEYANCE SYSTEM. TO PREVENT EROSION DURING CONSTRUCTION, TYPE III SILT FENCING WILL BE INSTALLED IN THE LOCATIONS SHOWN ON THE PLANS. ALL EXISTING AND PROPOSED STORM DRAINS AND DRAINAGE SWALES SHALL BE PROTECTED ACCORDING TO THE STATE OF FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL, DATED JULY 2013 OR PER DETAILS PROVIDED ON SHEET C1.01 UNTIL CONSTRUCTION IS COMPLETE. THE STORM PIPE CONVEYANCE SYSTEM SHALL BE FLUSHED OUT TO REMOVE ALL ACCUMULATED DEBRIS AND SEDIMENT UPON

COMPLETION OF CONSTRUCTION.

NOT APPLICABLE, SEE SECTION C, ABOVE.

AFTER CONSTRUCTION, THE STORMWATER MANAGEMENT SYSTEM SHALL BE MAINTAINED IN ACCORDANCE WITH THE SPECIFIED STORMWATER MAINTENANCE NOTES IN THE INCLUDED CONSTRUCTION DRAWINGS AND/OR RESPECTIVE MAINTENANCE REPORTS. SPECIFICALLY, THE PROPOSED SMF(S) SHALL BE MOWED REGULARLY IN THE SPECIFIED AREAS, STORM PIPES AND STRUCTURES WILL BE INSPECTED SEMI-ANNUALLY AND CLEANED ANNUALLY, SMF(S) SIDE SLOPES SHALL BE MAINTAINED TO PREVENT EROSION, AND LANDSCAPING AND GRASS THAT PREVENTS EROSION SHALL BE MAINTAINED. ADDITIONALLY, REMEDIAL ACTIONS SHALL BE TAKEN SHOULD

THE SMF(S) NOT PERFORM AS DESIGNED.

WHEN VEGETATED SWALES ARE UTILIZED, SILT FENCING OR EQUIVALENT SEDIMENT CONTROLS SHALL BE INSTALLED AT ADEQUATE INTERVALS TO COLLECT SEDIMENT ALONG THE SWALE. THE SEDIMENT SHALL BE REMOVED WHEN SEDIMENT REACHES ONE-THIRD OF THE HEIGHT OF THE SILT FENCING. SEE THE STORMWATER POLLUTION PREVENTION PLAN (C1.01) FOR DETAILS AND LOCATIONS, AS REQUIRED.

WHEN DISCHARGE POINTS ARE NOT LOCATED UNDER WATER, RIP RAP PADS HAVE BEEN PROVIDED AT LOCATIONS WHERE NECESSARY DUE TO ANTICIPATED DISCHARGE VELOCITIES. PLEASE SEE THE CONSTRUCTION PLANS FOR DETAILS AND LOCATIONS, AS NEEDED.

THE CONTRACTOR SHALL PROVIDE LITTER COLLECTION CONTAINERS WITHIN THE PROJECT BOUNDARIES DURING CONSTRUCTION. CONTRACTOR SHALL DISPOSE OF ALL UNSUITABLE MATERIALS AND CONSTRUCTION DEBRIS IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS.

TO PREVENT OFF-SITE VEHICULAR TRACKING OF SEDIMENTS AND DUST GENERATION, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE ESTABLISHED BY THE SITE CONTRACTOR. PLEASE SEE THE STORMWATER POLLUTION PREVENTION PLAN (C1.01) FOR DETAILS AND LOCATION(S).

THERE ARE EXISTING SANITARY SEWER AND POTABLE WATER SYSTEMS LOCATED ON THE PROJECT SITE. EXTENSION AND UPGRADES ARE PROPOSED. IF TEMPORARY SANITARY SYSTEMS ARE UTILIZED DURING CONSTRUCTION, THE CONTRACTOR SHALL PROPERLY CONTROL AND DISCHARGE ANY SANITARY WASTE IN ACCORDANCE

WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.

THE USE OF FERTILIZERS, HERBICIDES, AND PESTICIDES ON THE PROJECT SITE, WILL BE DIRECTED BY THE LANDSCAPE PLAN AND THE FDOT STANDARD SPECIFICATIONS SECTION 570, TO SUPPORT THE GROWTH OF THE PROPOSED VEGETATION. ESTABLISHING THIS VEGETATION WILL AID IN THE STABILIZATION OF THE PROJECT SITE AND REDUCE EROSION. APPLICATION RATES FOR THE FERTILIZERS, HERBICIDES, AND PESTICIDES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS TO GUARD AGAINST OVER-USE, WHICH CAN LEAD TO VIOLATIONS OF STATE WATER QUALITY STANDARDS.

IN ACCORDANCE WITH THIS PLAN, THERE ARE NO ANTICIPATED DISCHARGES OF STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITIES.

THIS STORMWATER POLLUTION PREVENTION PLAN SHALL BE AMENDED TO REFLECT ANY APPLICABLE CHANGE IN A STATE, REGIONAL, OR LOCAL PERMIT FOR WHICH THE PERMITTEE RECEIVES WRITTEN NOTICE. WHEN WRITTEN NOTICE IS RECEIVED, THE PERMITTEE SHALL PROVIDE A RE-CERTIFICATION OF THIS POLLUTION PREVENTION PLAN, WHICH HAS BEEN REVISED TO ADDRESS SUCH CHANGES. AMENDMENTS TO THE PLAN SHALL BE PREPARED, SIGNED, DATE, AND KEPT AS ATTACHMENTS TO THE

ORIGINAL PLAN.

NO ALTERNATIVE PERMIT REQUIREMENTS ARE REQUESTED.

THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE, INSPECTION SCHEDULE, AND REPAIRS OUTLINED IN THIS PLAN. MAINTENANCE SHALL CONTINUE THROUGHOUT THE PROJECT UNTIL WORK IS COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER CONSTRUCTION IS COMPLETE. IN ADDITION TO THE TIMES MENTIONED IN THE PREVIOUS SECTIONS, THE CONTRACTOR SHALL INITIATE ANY REPAIRS WITHIN 24 HOURS OF BEING REPORTED. IN THE EVENT THAT THE SMF(S) DO NOT PERFORM PROPERLY OR IF A SINKHOLE DEVELOPS, THE PROJECT ENGINEER SHALL BE NOTIFIED TO ASSIST IN COORDINATING REMEDIAL ACTION. ACCUMULATED SEDIMENT SHALL BE REMOVED FROM SILT FENCING WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE SILT FENCE. UPON FINAL COMPLETION OF CONSTRUCTION AND ACCEPTANCE BY BOTH THE CITY AND OWNER, THE OPERATION AND MAINTENANCE ENTITY WILL BE

NATIONAL PARKS SERVICE.

THE CONTRACTOR SHALL INSPECT ALL POINTS OF POTENTIAL DISCHARGE FROM THE PROJECT SITE FOR ALL DISTURBED AREAS ON THE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.50 INCHES OR GREATER. FOR POINTS OF DISCHARGE INTO SURFACE WATERS OF THE STATE OR AN MS4, A QUALIFIED INSPECTOR (PROVIDED BY THE OPERATOR) SHALL PERFORM THE REQUIRED INSPECTIONS. THE CONTRACTOR SHALL INSTALL A RAIN GAUGE AT THE SITE TO MONITOR AND DOCUMENT RAINFALL EVENTS 0.50 INCHES OR GREATER. LOCATIONS WHERE THE SITE IS COMPLETELY CONSTRUCTED AND STABILIZED, SUCH INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE A MONTH. ALL INSPECTIONS SHALL BE RECORDED ON THE CONSTRUCTION INSPECTION FORM. THE CONTRACTOR MAY USE THEIR OWN FORM (MEETING FDEP SWPPP REQUIREMENTS) OR A SAMPLE FORM FROM FDEP. A SAMPLE CONSTRUCTION FORM IS AVAILABLE AT: "HTTPS://FLORIDADEP.GOV/WATER/STORMWATER/DOCUMENTS/CONSTRUCTION-SWPPP". MORE SPECIFICALLY, THE INSPECTION SHALL ENSURE

THE FOLLOWING CATEGORIES.

ALL DISTURBED AREAS AND AREAS USED FOR MATERIAL STORAGE SHALL BE INSPECTED FOR POLLUTANTS ENTERING THE STORMWATER SYSTEM. THE STORMWATER MANAGEMENT SYSTEM AND EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE INSPECTED TO ENSURE THEY ARE OPERATING CORRECTLY. LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING.

BASED ON THE RESULTS OF THE INSPECTION, ALL MAINTENANCE OPERATIONS NEEDED TO ASSURE PROPER COMPLIANCE WITH THIS PLAN SHALL BE DONE IN A TIMELY

MANNER, BUT IN NO CASE LATER THAN 7 DAYS FOLLOWING THE INSPECTION.

ALL INSPECTIONS SHALL BE RECORDED ON THE CONSTRUCTION INSPECTION FORM. THIS FORM IS CREATED TO SUMMARIZE THE SCOPE OF THE INSPECTION, THE NAME(S) AND QUALIFICATION OF THE INSPECTOR(S), THE DATE OF INSPECTION, RAINFALL DATA, OBSERVATIONS, THE ACTIONS TAKEN TO CORRECT INCIDENTS OF NON-COMPLIANCE WITH THE PROVISIONS OF THIS PLAN. IF NO INCIDENTS OF NON-COMPLIANTS ARE OBSERVED, THE REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN AND THE ASSOCIATED PERMIT.

IN ADDITION TO STORMWATER RUNOFF, THIS PLAN APPLIES TO RUNOFF FROM IRRIGATION OPERATIONS AND CONSTRUCTION PRACTICES. THIS PLAN DOES NOT PERTAIN

TO DISCHARGES FROM FIRE FIGHTING ACTIVITIES.

THE CONTRACTORS OR SUB-CONTRACTORS SHALL PHOTOCOPY AND COMPLETE THE FORM ON THIS PAGE. IT SHALL BE PROVIDED TO THE OWNER AND KEPT ON FILE

PURSUANT TO SECTION XV REGARDING PROJECT RECORDS.

THE PERMITTEE SHALL RETAIN COPIES OF STORMWATER POLLUTION PREVENTION PLANS AND ALL REPORTS REQUIRED BY THIS PERMIT, AND RECORDS OF ALL DATA USED TO COMPLETE THE NOTICE OF INTENT TO BE COVERED BY THIS PERMIT, FOR A PERIOD OF AT LEAST THREE YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED.

THE PERMITTEE SHALL RETAIN A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN AND ALL REPORTS, RECORDS, AND DOCUMENTATION REQUIRED BY THIS PERMIT AT THE CONSTRUCTION SITE, OR AN APPROPRIATE ALTERNATIVE LOCATION AS SPECIFIED IN THE NOTICE OF INTENT, FROM THE DATE OF PROJECT INITIATION

TO THE DATE OF FINAL STABILIZATION.

NOTICE OF TERMINATION:

1. WHERE A SITE HAS BEEN FINALLY STABILIZED AND ALL STORMWATER DISCHARGES AUTHORIZED BY THIS PERMIT ARE ELIMINATED, THE PERMITTEE SHALL SUBMIT A NOTICE OF TERMINATION (DEP FORM 62-621.300(6)), SIGNED IN ACCORDANCE WITH PART VII.C OF DEP DOCUMENT NO. 62-621.300(4)(a), WITHIN 14 DAYS OF FINAL

STABILIZATION OF THE SITE TO TERMINATE COVERAGE UNDER THIS PERMIT.

2. ELIMINATION OF STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY MEANS THAT ALL DISTURBED SOILS AT THE SITE HAVE BEEN FINALLY STABILIZED AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN REMOVED OR WILL BE REMOVED AT AN APPROPRIATE TIME, OR THAT ALL STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM THE SITE THAT ARE AUTHORIZED BY THIS GENERIC PERMIT HAVE OTHERWISE BEEN

ELIMINATED.

3. FOR CONSTRUCTION ACTIVITIES WHERE THE OPERATOR CHANGES, THE EXISTING OPERATOR SHALL FILE AN N.O.T. IN ACCORDANCE WITH THIS PART WITHIN 14

DAYS OF RELINQUISHING CONTROL OF THE PROJECT TO A NEW OPERATOR.

THE PERMITTEE SHALL SUBMIT A NOTICE OF TERMINATION TO THE FOLLOWING ADDRESS:

NPDES STORMWATER NOTICES CENTER, MS# 2510

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

2600 BLAIR STONE ROAD

TALLAHASSEE, FLORIDA 32399-2400

PROJECTS THAT DISCHARGED STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY TO A MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) SHALL SUBMIT A

COPY OF THE N.O.T. TO THE OPERATOR OF THE MS4.

INDIVIDUAL'S NAME INDIVIDUAL'S SIGNATURE TITLE

THE CONTRACTOR(S) OR SUB-CONTRACTOR(S) RESPONSIBLE FOR COMPLYING WITH THIS STORMWATER POLLUTION PREVENTION PLAN SHALL SIGN THE CERTIFICATION STATEMENT BELOW. MULTIPLE COPIES OF THIS CERTIFICATION STATEMENT MAY BE NECESSARY DEPENDING ON THE NUMBER OF SUB-CONTRACTORS ASSOCIATED WITH THE PROJECT

Site Name: BIG CYPRESS FIRE STATION Site Location: 33100 TAMIAMI TRAIL E, OCHOPEE, COLLIER County, Florida

AS SPECIFIED IN THE "SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES," THE SMF(S) WILL BE CONSTRUCTED PRIOR TO CLEARING AND GRUBBING OUTSIDE OF THE SMF(S) AREAS AND CONSTRUCTION OF THE PERMANENT PAVED AREAS. THE TOTAL CONTRIBUTING DRAINAGE AREA TO THE STORMWATER MANAGEMENT SYSTEM IS APPROXIMATELY 0.90 ACRES AND WILL CONSIST OF APPROXIMATELY 2.40 ACRES OF DISTURBED CONSTRUCTION AREA. THEREFORE, ADDITIONAL SEDIMENT TRAP BASINS MAY BE NECESSARY TO PROVIDE SEDIMENT STORAGE ON-SITE DURING CONSTRUCTION. AS SHOWN ON THE STORMWATER POLLUTION PREVENTION PLAN (C1.01), THE PROPOSED STORMWATER MANAGEMENT SYSTEM WILL PREVENT OFF-SITE EROSION DURING CONSTRUCTION. SILT FENCES OR EQUIVALENT SEDIMENT CONTROLS SHALL BE INSTALLED AT SIDE SLOPE AND DOWN SLOPE BOUNDARIES, INLET LOCATION, OUTLET LOCATIONS, AND OTHER LOCATIONS AS SHOWN ON THE STORMWATER POLLUTION PREVENTION PLAN, AS REQUIRED. BY COMPLETION OF CONSTRUCTION, THE SIDE SLOPES, SWALES, AND ALL DISTURBED AREAS SHALL BE

STABILIZED WITH GRASS AND LANDSCAPING AS SPECIFIED ON THE CONSTRUCTION DRAWINGS.

THE CONSTRUCTION DRAWINGS FOR THE PROJECT WERE APPROVED AND PERMITTED BY THE FOLLOWING AGENCIES:

* SOUTH FLORIDA WATER MANAGEMENT DISTRICT

* FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

* ARMY CORPS OF ENGINEERS

* NATIONAL PARKS SERVICE

DAYS

FROM_______TO_______

FROM_______TO_______

FROM_______TO_______

FROM_______TO_______

FROM_______TO_______

FROM_______TO_______

FROM_______TO_______

FROM_______TO_______

FROM_______TO_______

FROM_______TO_______

FROM_______TO_______

FROM_______TO_______

THE CONSTRUCTION SITE WILL BE IN FULL COMPLIANCE WITH STATE AND FEDERAL REQUIREMENTS. A PLASTIC MAT, TAR PAPER, OR OTHER IMPERVIOUS MATERIAL

SHALL BE PLACED UNDER AREAS WHERE TOXIC LIQUIDS ARE TO BE OPENED AND STORED.

ALL HAZARDOUS MATERIALS SHALL BE STORED IN A SECURE LOCATION, UNDER COVER, AND IN APPROPRIATE TIGHTLY, SEALED CONTAINERS WHEN NOT IN USE. ALL PRODUCTS SHALL BE STORED IN AND USED FROM THE ORIGINAL CONTAINER WITH THE ORIGINAL PRODUCT LABEL. CONTAINERS MUST BE STORED IN A MANNER TO PROTECT THEM FROM THE ELEMENTS AND INCIDENTAL DAMAGE. THE MINIMUM PRACTICAL QUANTITY OF ALL SUCH MATERIALS SHALL BE KEPT ON THE JOB SITE AND

SCHEDULED FOR DELIVERY AS CLOSE TO TIME OF USE AS PRACTICAL.

ALL PRODUCTS SHALL BE USED IN STRICT COMPLIANCE WITH THE INSTRUCTIONS ON THE PRODUCT LABEL.

SUFFICIENT EQUIPMENT AND/OR MATERIALS SHALL BE KEPT ONSITE TO CONTAIN AND CLEAN UP SPILLS OF HAZARDOUS MATERIALS IN THE AREAS WHERE THESE MATERIALS ARE STORED OR USED. SPILL CONTROL AND CONTAINMENT KIT SUPPLIES SHALL BE OF SUFFICIENT QUANTITIES AND APPROPRIATE CONTENT TO CONTAIN A SPILL FROM THE LARGEST ANTICIPATED PIECE OF EQUIPMENT AND FROM THE LARGEST ANTICIPATED QUANTITIES OF PRODUCTS STORED ON THE SITE AT ANY

GIVEN TIME.

CONTRACTOR TO CONTAIN AND CLEAN UP ANY SPILLS IMMEDIATELY AFTER THEY OCCUR. ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLE QUANTITIES AS DEFINED BY EPA, STATE, OR LOCAL AGENCY REGULATIONS SHALL BE REPORTED TO THE APPROPRIATE AGENCIES IN THE REQUIRED TIME FRAMES. THE CONTRACTOR SHALL PROVIDE A WRITTEN NOTICE TO THE OWNER IMMEDIATELY UPON IDENTIFICATION OF ANY SPILL.

ALL EXCESS, USED, OR SPILLED PRODUCTS, INCLUDING CONTAMINATED SOIL, SHALL BE DISPOSED OF BY THE CONTRACTOR IN STRICT COMPLIANCE WITH

INSTRUCTIONS ON THE PRODUCT LABEL AND ALL APPLICABLE REGULATIONS.

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.

ADDRESS, AND PHONE NUMBER

RESPONSIBLE RESPONSIBLE

DATE

COMPANY NAME,

9 98

X

XX

X

X

X

X

X

X

X X

X

X X

X

X

E T

EH

OF

OF

OF

OF

ST

(FO)

(FO)

(FO) (FO) (FO)

(FO)

(FO)

(FO

(FO

(FO

(FO)

(FO)

(FO)

(FO)

(FO)

(FO)

(F O

(F O

(FM)

(FM)

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

T

G E N

PROPOSED BUILDING

FFE=8.0

PROPOSED SMF #1

45° BENDS

WET TAP

EX. LINE

MATCHLINE X-X

OHW OHW OHW OHW OHW OHW

te

(TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE)

(TE)

(TE) (TE)

(T E)

(T E)

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W) (W) (W) (W)

(W) (W) (W) (W) (W) (W)

MATCHLINE X-X

C O

N S T

R U

C T

IO

N

E N

T R

A N

C E

R E F E R

T O

C

.0

F O

R D

E T

A

IL

N 0 30 6015

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME: MGM

TFC

03/12/2024

DHY SHEETNPS FIRE OPERATIONS CENTER AT

BIG CYPRESS NATIONAL PRESERVE

SUB:

NV5, INC.

WALKER

ARCHITECTS,

GAINESVILLE, FL

GAINESVILLE, FL

C1.01

STORMWATER POLLUTION

PREVENTION PLAN

= TREE BARRICADE LINE

= SILT FENCE LINE

= DOUBLE ROW

SILT FENCE LINE

= CONSTRUCTION ENTRANCE/EXIT

= OUTLET PROTECTION

= INLET PROTECTION

= SOD STABILIZATION

= PERMANENT SEEDING

= TEMPORARY SEEDING

= TREE BARRIER

= SILT BARRIER

INSTALLATION:

REMOVE THE GRATE FROM INLET. IF USING

OPTIONAL OIL ABSORBENTS; PLACE ABSORBENT

PILLOW IN UNIT. STAND THE GRATE ON END.

MOVE THE TOP LIFTING STRAPS OUT OF THE WAY

AND PLACE THE GRATE INTO THE DANDY SACK

SO THAT THE GRATE IS BELOW THE TOP STRAPS

AND ABOVE THE LOWER STRAPS. HOLDING THE

LIFTING DEVICES, INSERT THE GRATE INTO THE

INLET.

MAINTENANCE:

REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS

FROM VICINITY OF UNIT AFTER EACH STORM EVENT.

AFTER EACH STORM EVENT AND AT REGULAR

INTERVALS, LOOK INTO THE DANDY SACK. IF THE

CONTAINMENT AREA IS MORE THAN 1/3 FULL OF

SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY

UNIT, LIFT THE UNIT OUT OF THE INLET USING THE

LIFTING STRAPS AND REMOVE THE GRATE. IF USING

OPTIONAL OIL ABSORBENTS; REPLACE ABSORBENT

WHEN NEAR SATURATION.

STORM SEWER

GRATE

REINFORCED

CORNERS

MANAGEABLE

2 FOOT

CONTAINMENT AREA

LIFT

STRAPS

OPTIONAL

OVERFLOW

PORTS

DUMPING

STRAPS

STORM

INLET

NTS

TM

TM

TM

NTS

R

BASE OF FRAME

SHAPED & SIZED

TO FIT INLET TOP

TYPICAL INSTALLATION SEQUENCE FOR SILT-SAVER

FRAME AND FILTER

1. EXCAVATE APPROXIMATELY 4" TO 6" BELOW THE

TOP OF THE INLET STRUCTURE.

2. PLACE THE FRAME ONTO THE INLET STRUCTURE,

ENSURING PROPER SEATING OF FRAME TO STRUCTURE.

3. SLIDE THE FILTER OVER THE FRAME.

4. FILL THE FILTER POCKETS WITH SOIL, #57 GRAVEL

OR EQUIVALENT. THE FILTER POCKETS SHOULD BE

COMPLETELY FILLED TO ENSURE A GOOD SEAL

BETWEEN THE GROUND AND INLET STRUCTURE.

5. BACK FILL AROUND THE FRAME AND FILTER

ASSEMBLY IS NOT REQUIRED TO COMPLETE

INSTALLATION; HOWEVER, BACK FILLING MAY BE

NECESSARY TO COMPLETE EXCAVATION

REQUIREMENTS FOR THE SITE.

NECESSARY FOR VEHICLES

LENGTH AS

PIPE

BERM

SEDIMENT BASIN.

6"-8" BLEEDDOWN

WASH WATER TO TEMPORARY

SHALLOW SWALE TO CARRY

WASH PIT

NTS

20' M

IN6" MIN

50'

HARD SURFACE

STANDARD CONSTRUCTION EXIT

STONE SIZE:

ASTM D448 SIZE #1 (1-1/2" TO 3-1/2" DIA)

APPROX 50'X50'X2' DEEP

SEDIMENT BASIN SIZE

CONSTRUCTION EXIT WITH WASH PIT

WASH PIT DETAIL

NOTE:

1. CONSTRUCTION EXIT INSTALLATION SHALL REMOVE MUD/SOILS

FROM TIRES TO PREVENT TRACKING ONTO PUBLIC ROADS.

2. TOP DRESSING WITH 2" STONE MAY BE REQ'D AS DETERMINED BY

THE USE AND FUNCTION OF THE SYSTEM.

3. THE WASH PIT SHOULD BE INSTALLED IF THE STANDARD

CONSTRUCTION EXIT DOES NOT SUFFICIENTLY REMOVE SOILS AND

WASHING IS REQ'D.

NOTES:

1. ANCHOR FILTER FABRIC BY EXTENDING BEYOND RIPRAP AND BACKFILLING

AS SHOWN ON DETAIL.

2. RIPRAP SHALL NOT EXTEND ONTO SIDE SLOPES.

3. ADJUST SHAPE OF APRON WHERE REQUIRED TO MATCH TOE OF SLOPE.

4. BROKEN SLOPE IS NOT ACCEPTABLE.

PIPE

SECTION A-A

PLAN

S E E P

L A

N

SEE PLAN

BASIN

BOTTOM

NTS

2'

2'

MITERED END

SECTION

BASIN

BOTTOM

FILTER FABRIC

4"-12"Ø

BOULDERS

TOP OF

SLOPE

PROPOSED

STOCKPILE/EQUIPMENT

STAGING AREA

NOTE: SOD STABILIZATION REQUIRED FOR ALL UNPAVED

DISTURBED AREAS WITH SLOPES AT OR STEEPER THAN

4:1. ALL OTHER DISTURBED OPEN AREAS SHALL BE

SEEDED. REFER TO SHEET C1.00 FOR FURTHER DETAIL.

10 98

XX

X

X

X

X

X

X

X X

X

X X

X

X

E T

EH

te tete

OF

OF

OF

OF

ST

ST

(FO) (FO) (FO) (FO) (FO)

(FO)

(FO

(FO

(FO)

(TE)

(T E)

(T E)

(T E)

(TE)

(TE)

(TE)

(TE)

(TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE)

(TE)

(TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE)

(T E)

(T E)

(FO)

(FO)

(FO) (FO) (FO)

(FO)

(FO)

(FO

(FO

(FO

(FO)

(FO)

(FO)

(FO)

(F O

(F O

(FM) (FM)

(FM)

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

REMOVE AND RELOCATE

(COORDINATE WITH OWNER

FOR NEW LOCATION)

C O

N S T

R U

C T

IO

N

E N

T R

A N

C E

R E F E R

T O

C .0

F

O R

D E T

A

IL

PROTECT WIND SOCK

DURING CONSTRUCTION

(CONTRACTOR TO

PROTECT DURING

CONSTRUCTION)

N

NOTE:

- CONTRACTOR SHALL HAVE ALL SILT FENCE &

TREE BARRICADES INSTALLED PRIOR TO ANY

SITE WORK.

- CONTRACTORS SHALL REPAIR/RESTORE ANY

DISTURBED AREAS TO EXISTING OR BETTER

CONDITION.

= EX. TREE TO BE

REMOVED

= TREE BARRICADE LINE

= SILT FENCE LINE

= SAWCUT LINE

= EX. LIMEROCK ROAD

TO BE REMOVED

0 30 6015

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME: MGM

TFC

03/12/2024

DHY SHEETNPS FIRE OPERATIONS CENTER AT

BIG CYPRESS NATIONAL PRESERVE

SUB:

NV5, INC.

WALKER

ARCHITECTS,

GAINESVILLE, FL

GAINESVILLE, FL

REMOVE EX. CONCRETE PAD

= DOUBLE ROW

SILT FENCE LINE

EX. FIBER TO BE

PROTECTED DURING

CONSTRUCTION

C1.02

DEMOLITION AND TREE

PROTECTION PLAN

11 98

X X

X

E T

EH

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

te te tete te

OF

OF

OF

OF

OF

OF OF

FO

FO FO

W

OHW OHW OHW

SV

SV

SV

OF

O H

W

O H

W

T

G E N

SCALE: 1" = 10' HORIZ.

1" = 2.5' VERT.

SCALE: 1" = 10' HORIZ.

1" = 2.5' VERT.

N

SMF

PROPOSED

FOC BUILDING

FUTURE EOC

0 80 16040

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME: MGM

TFC

03/12/2024

DHY SHEETNPS FIRE OPERATIONS CENTER AT

BIG CYPRESS NATIONAL PRESERVE

SUB:

NV5, INC.

WALKER

ARCHITECTS,

GAINESVILLE, FL

GAINESVILLE, FL

C1.03

MASTER PLANNING PLAN

12 98

X

X

X

X

XX

X

X

X

OF

OF

T

G E N

N 90°00'00" E 397.70'

102.9'

.4

20 SPACES @ 9'=180' 12'

5'

12'

PROPOSED BUILDING

OUTDOOR

EXERCISE

COVERED

AREAFUTURE EOC BUILDING

(NOT INCLUDED IN THE

SCOPE OF THIS PROJECT)

PROPOSED

STORMWATER

MANAGMENT

FACILITY

R5'

R3 5'

R

R 5'

75'-6" FLUSH

CURB PER

DETAIL ON

C0.01

ACCESSIBLE SPACES STRIPED

PER FDOT INDEX 711-001

STRIPING SHOWN FOR

LAYOUT PURPOSES ONLY,

NOT TO BE APPLIED

N: 569511.4352 E: 550834.3952

N: 569511.4352 E: 550731.4993

N: 569411.7543 E: 550931.4997

N: 569411.7543 E: 550533.8152

25.42'

6'6'

29.44'

24'

N: 569294.4564 E: 550832.6201

N: 569397.3007 E: 550912.2116

N: 569397.3007 E: 550842.6201

REFER TO

ARCH. PLANS

FOR PAD

DETAILS

ACCESSIBLE

SIGNS (REFER

TO DETAIL

THIS SHEET)

5'

6'

N: 569496.8709 E: 550893.2981

N: 569512.8709 E: 550893.2981

R1-1 "STOP"

SIGN (36"X36")

N: 569456.7543 E: 550577.1666

N: 569366.7543 E: 550548.7661

DETECTABLE

WARNING STRIP PER

FDOT INDEX 711-001

9.5'

N: 569484.9425 E: 550893.7654

N: 569491.9425 E: 550893.7654

37.33'

HOUSEKEEPING PAD FOR

MECH. UNITS (REFER TO

MEP PLANS FOR DETAILS)

5'

8 SPACES @ 9'=72'

24.44' 5'

N 90°00'00" W 69.59'

R=10.00' L=15.71' Δ=90°00'00"

S

°0

'0

E

.8

R=10.00' L=7.25' Δ=41°33'27"

S 34°25'00" E 41.45'

R=10.00' L=9.52' Δ=54°32'17"

S 88°57'17" E 42.98'

R=10.00' L=15.69'

Δ=89°52'14"

N

°1 '0

E

.6

R=10.00' L=15.91'

Δ=91°10'04"

N

20 40100

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME: MGM

TFC

03/12/2024

DHY SHEETNPS FIRE OPERATIONS CENTER AT

BIG CYPRESS NATIONAL PRESERVE

SUB:

NV5, INC.

WALKER

ARCHITECTS,

GAINESVILLE, FL

GAINESVILLE, FL

7-6.5" RISERS

REFER TO ARCH.

PLANS FOR

RAMP/STAIR/

HANDRAIL DETAILS

12" TYPE 'B' STABILIZATION

98% COMPACTION

AASHTO-T180

CONCRETE SIDEWALK

(REFER TO C0.01 FOR DETAIL)

HEAVY DUTY CONCRETE

(REFER TO C0.01 FOR DETAIL)

4" NO. 57 GRAVEL

(REFER TO C0.01 FOR DETAIL) C1.04

DETAILED HORIZONTAL

CONTROL AND SITE PLAN

REFLECTIVE WHITE

NTS

1.5" SERIES 'C' LETTERS

POST

SIGN NOTES:

1. SIGN CONSTRUCTION, DESIGN AND PLACEMENT SHALL COMPLY

WITH STATE AND LOCAL STATUTES.

FINE = $250 MAX FINE

FINE AMOUNT VARIES FROM

CITY/COUNTY. REFER TO

LOCAL JURISDICTION FOR AMOUNT.

SIGN FTP 22-06

FINISHED GRADE

REFLECTIVE BLUE

REFLECTIVE 1.25"

WHITE LETTERS

REFLECTIVE WHITE

REFLECTIVE WHITE

BLACK BORDER

AND LETTERS

/2

BLACK BORDER12"

$250 MAX FINE

PERMIT

DISABLED

ONLY

PARKING BY

12"

REFLECTIVE BLUE

SIGN FTP-20-06 1

/2

CONTRACTOR SHALL VERIFY.

13 98

X

X

X

X

X

X X

X

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW te te

(TE)

(TE)

(TE)

(TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE)

(TE)

(TE)

(TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (TE) (T

E)

(T E)

(T E)

(T E)

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W) (W) (W) (W) (W) (W) (W) (W) (W)

(W) (W) (W) (W) (W) (W) (W) (W) (W) (W)

PROPOSED 3" PVC WATER SERVICE

(MIN. 36" COVER)

PROPOSED ELECTRIC (SHOWN

FOR COORD. PURPOSED

ONLY, REFER TO MEP PLANS

FOR DETAILS)

CONNECT TO EX. 3" WATER MAIN

WITH 1-3" WET TAP AND VALVE

AND SAMPLE POINT. CONTRACTOR

TO FIELD VERIFY SIZE OF POTABLE

LINE PRIOR TO CONNECTION.

PROPOSED ELECTRICAL POLE (REFER

TO MEP PLANS FOR DETAILS)

COORDINATE WITH UTILITY

COMPANY FOR ELECTRIC

CROSSING OF ROAD (REFER TO

MEP PLANS FOR DETAILS)

RESTORE DRIVE TO EX.

CONDITIONS OR BETTER

6' CLEAR

MATCHLINE X-X

N: 569966.9312 E: 550875.5014

N: 569850.6627 E: 550875.6139

N: 569678.2031 E: 550897.8540

SCALE: 1" = 20' HORIZ.

1" = 2' VERT.

EX. WATERS

EDGE

2:1 SLOPE

MAX

DRIVE AISLE

SCALE: 1" = 20' HORIZ.

1" = 2' VERT.

(SEE PLAN SHEET C1.06 FOR LOCATION) (SEE PLAN SHEET C1.06 FOR LOCATION)

NOTE: ALL SLOPES 3:1 OR STEEPER SHALL USE STAKED/PEGGED SOD STABILIZATION

4:1

3:1

BASIN BOTTOM

= 1.5'

EX. WATERS EDGE

8:1 SLOPE

MAX

N

20 40100

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME: MGM

TFC

03/12/2024

DHY SHEETNPS FIRE OPERATIONS CENTER AT

BIG CYPRESS NATIONAL PRESERVE

SUB:

NV5, INC.

WALKER

ARCHITECTS,

GAINESVILLE, FL

GAINESVILLE, FL

C1.05

DETAILED GRADING,

DRAINAGE AND UTILITY PLAN

14 98

X

X

X

X X

X

X

X

X

XX

X

X

X

OF

OF

(FO)

(FO

(FO

(FO

(FO

(FO

(FO)

(F O

(F O

(F O

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

(W

T

G E N

7.5% MAX

8.0

7.96 7.96

4.17

4.09 3.59

3.40 3.10 4.14

4.42

3.10

4.99

4.92

7.5

4.58 4.08

3.50

3.45

4.02

3.95 4.0

8.0

7.64

7.75

7.75

8.0

7.25

7.25

7.25

3.60

3.60 3.90

3.96

.4

.3

.4

.2

.4

.2

4.01

.5

.3

.4

3.90

3.493.54

.4

3.95 4.00

4.65

5.76

5.71

4.10 4.15

4.20 5.71

5.66

3.25

3.25

4.24

4.24 3.50

3.47

8.08.0

7.92 7.92 3.0

7.50

8.0

7.89 7.39

7.45

7.50

7.45

3.70

3.80

3.80

3.90

4.38 3.88

3.50

4.45

3.40

3.503.25

1.75

1.75

3.50

3.97

3.0

7.5% MAX

4.03

PROPOSED BUILDING

FFE=8.0

PROPOSED SMF #1

DHW=3.24

(25YR-72HR)

PROPOSED FIBER OPTIC

(REFER TO MEP PLANS FOR DETAILS)

PROPOSED ELECTRIC

FDOT TYPE 'F' INLET WITH

CONCRETE APRON PER

FDOT INDEX 425-053

TOP=3.10

INV=0.00

OUTFALL STRUCTURE

FDOT TYPE 'C' INLET

WITH SKIMMER

(REFER TO DETAIL

THIS SHEET)

M A

C H

L

IN

E A

-A

PROPOSED 2" PVC FORCE MAIN

(MIN. 36" COVER)

PROPOSED 3" PVC

WATER SERVICE

(MIN. 36" COVER)

3"X2" REDUCER

1.5" METER

2" RPZ BFP

3" 45° PVC BEND

PAD MOUNTED

TRANSFORMER

(REFER TO MEP

PLANS FOR

DETAILS)

HP

HP

15" FES PER FDOT

INDEX 430-020

INV=-0.5

STEM WALL (REFER

TO STRUCTURAL

PLANS FOR DETAILS)

CONTRACTOR TO SOD ALL

DISTURBED AREAS

60'-6"

PVC @

1.0%

PROPOSED LIFTSTATION

(REFER TO DETAIL THIS SHEET)

CONTROL PANEL AND ALARM

(REFER TO MEP PLANS FOR

POWER & COMMUNICATIONS)

SS C/O

TOP=6.0

INV=0.40

2'-6" PVC

@ 1.0%

38'-15" RCP @ 1.3%

177'-15" RCP

@ 0.25%

FDOT TYPE 'F' INLET WITH

CONCRETE APRON PER

FDOT INDEX 425-053

TOP=3.10

INV=0.44

GENERATOR PAD (REFER

TO STRUCTURAL PLANS

FOR PAD DETAILS)

3" 45° PVC BEND

REFER TO SECTION

A-A THIS SHEET

14'-12" HDPE

@ 0.7%

12" FES SIMILAR

TO FDOT INDEX

430-020

INV=1.50

2"-22.5°

BEND

2.29ME

2.27ME

2.77ME

2.78ME

2.72ME

2.81ME

2.77ME

MATCHLINE X-X

CONNECT STORM

DOWNSPOUTS TO PROPOSED

STORM HEADER PIPES

STORM C/O W/ PED.

RATED COVER

TOP=7.94

INV=3.24

58'-8" HDPE

@ 1.0% MIN.

43'-12" HDPE

@ 1.15%

STORM C/O

TOP=7.00

INV=3.26

RIP RAP (REFER

TO C1.01 FOR DETAIL)

N: 569520.8268 E: 550668.9280

N: 569517.2222 E: 550855.4187

N: 569559.9491 E: 550898.1456

N: 569382.1013 E: 550847.7498

N: 569411.7559 E: 550822.1748

N: 569411.7543 E: 550625.8822

N: 569275.8431 E: 550855.5575

N: 569266.7031 E: 550842.3340

100'-12" HDPE

@ 2.8%

STORM C/O

TOP=5.75

INV=0.43

N: 569455.9296 E: 550861.5684

P A

D E

L .1

HOUSEKEEPING PAD

FOR MECH UNITS

(REFER TO MEP

PLANS FOR DETAILS)

N: 569456.0665 E: 550828.9925

N: 569455.9826 E: 550728.4993

32'-12" HDPE

@ 1.1%

STORM C/O

TOP=6.75

INV=0.78

STORM C/O

TOP=7.50

INV=2.96

28'-8" HDPE

@ 1.0%SS C/O

TOP=6.0

INV=1.00

IN

V

.8

12" AREA

DRAIN

TOP=2.2

INV=1.0

58'-8"

HDPE

N: 569514.2268 E: 550861.5361

N: 569489.7647 E: 550913.1018

STORM C/O

TOP=5.50

INV=3.50

N: 569504.7861 E: 550728.4993

48'-12" HDPE

@ 0.5%

X

XXX

X X

X

OF

(FO)

(FO)

(FO) (FO) (FO) (FO) (FO)

(FO)

(FO)

(FM)

(FM)

M A

C H

L

IN

E A

-A

OPEN CUT AND REPAIR

EXISTING ROADWAY FOR

CROSSING (MIN. 10')

2"-22.5°

BEND

45° BENDS

WET TAP

EX. LINE N

20 40100

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME: MGM

TFC

03/12/2024

DHY SHEETNPS FIRE OPERATIONS CENTER AT

BIG CYPRESS NATIONAL PRESERVE

SUB:

NV5, INC.

WALKER

ARCHITECTS,

GAINESVILLE, FL

GAINESVILLE, FL

INTEGRAL LIFTING LUGS

2" GREEN VENT

AND CARBON FILTER

CAST-IRON CAULKING HUB

W/ BOOT

FIBERGLASS WETWELL

H-20 LOAD RATED

S.S. HINGES

VENT

2" PVC DISCHARGE

FIBERGLASS VALVE BOX (LOCKABLE)

2" DRAIN LINE

PRIVATE LIFT STATION PLAN VIEW

3 - (2") FIELD

INSTALLED KNOCKOUTS

FOR ELECTRICAL

CONDUITS

2" SCH.80 PVC

SLIDE RAILS 1.5" SCH.40 AISI 304SS PIPE

PUMP DISCHARGE SEALING FLANGE

PRIVATE DUPLEX LIFT STATION SECTION VIEW

2' MIN.

2" PVC DRAIN

("P-TRAP")

INTEGRAL FIBERGLASS SLOPE

2" CAST-IRON FLANGED CHECK VALVE

2" CAST-IRON FLANGED

PLUG VALVE

FIBERGLASS VALVE BOX

(32" x 30" x 25" DEEP)

EMERGENCY PUMP-OUT

w/QUICK CONNECT CPLG.

FIN GRADE

" M

IN

GATE VALVE

EMERGENCY PUMP-OUT

w/ GATE VALVE

2" SS (0-100 PSI) PRESSURE GAUGE

w/ SHUT-OFF VALVE

2" SS (0-80 PSI) PRESSURE GAUGE

w/ SHUT-OFF VALVE

8"18"1

INTEGRAL

FIBERGLASS

SLOPE

SS

LIFTING

CABLE

SS CABLE

BRACKET

-2.76' OFF

300 PSF ALUMINUM COVER w/ (LOCKABLE) HATCH

300 PSF ALUMINUM HATCH (LOCKABLE)

.7

1.5' 1.5'

CONCRETE

ANTI-FLOAT

BALLAST

NOTE: INSTALL PER MANUFACTURE

SPECIFICATIONS

SUBMERSIBLE GRINDER PUMP

5.0 HP, 3500 RPM,

6" IMPELLER

3 PHASE 208V

PUMPS SHALL OPERATE IN

ALTERNATING PUMP OPERATION

-1.13' LEAD

-0.63' LAG

TOP 6.50'

4'

-0.13' HIGH WATER ALARM

2" PVC FM

2" PVC FM

2"X2" CROSS

BOTTOM -4.76'

NTS

NTS

2" CAST-IRON

FLANGED

CHECK VALVE

2" CAST-IRON FLANGED

PLUG VALVE

DESIGN OPERATION POINTS: 31.9 GPM @ 110.9 TDH

(1 PUMP-NORMAL OPERATION)

6"

6"

INTEGRAL

FIBERGLASS

SLOPE

POST MOUNTED CONTROL PANEL, MUST BE COMPATIBLE WITH SUBMERSIBLE

SEWAGE GRINDER PUMP, 5.0 HP, 3500 RPM, 6" IMPELLER, 208V 3 PHASE AND

INCLUDE ALARM BELL, HORN, GENERATOR RECEPTACLE, LIGHTNING PROTECTION,

SURGE PROTECTION, PUMP ELAPSED TIME METERS, EMERGENCY CONTACT PHONE

NUMBER SIGN AND MUST BE LOCKABLE, NEMA 3R ENCLOSURE, AND WORK WITH

DUPLEX SYSTEM.

NOTE: VALVE PIT FLOOR DRAIN VALVE

TO PROVIDE GAS AND WATERTIGHT

SEAL

NTS

FRONT VIEW SIDE VIEW

FIBERGLASS

SKIMMER

TOP EL = 3.50'

STRUCTURE TOP =

3.40'

SKIMMER

BOTTOM

ELEV. = 2.00'

TOP VIEW

FIBERGLASS SKIMMER PER

FDOT DESIGN STANDARD

425-070

3" DISCHARGE ORIFICE

INV. ELEV = 1.75'

S T

M

12" STM

FILL WITH GROUT TO EL = 1.60' BOTTOM OF

STRUCTURE

EL = -0.50'

4-BOLTS

INV. ELEV

= 1.60'

CONTRACTOR TO PROVIDE

MIN. 7" COVER OVER PIPE

0.00' (BOTTOM OF SUMP)

VARIES

SOD SIDE SLOPES, MAINTENANCE PATH,

AND SEED BOTTOM

1.5

3.03.0

1. IF A CONTINUOUS LIMEROCK FORMATION IS ENCOUNTERED IN THE BASIN AREA CONTACT THE ENGINEER OF RECORD. THE LIMEROCK SHALL BE EXCAVATED TO A MINIMUM DEPTH

OF 3 FEET BEYOND THE BASIN UNDERCUT LIMITS.

2. IF A SOLUTION PIPE SINKHOLE DOES FORM IN THE STORMWATER BASIN, THEN THE SINKHOLE SHALL BE REPAIRED BY BACKFILLING WITH MATERIAL OF LOWER-PERMEABILITY MATERIAL, SUCH AS CLAYEY SAND OR CLAY. THE MATERIAL SHALL BE COMPACTED AND THE SINKHOLE REPAIR SHOULD BRING THE SURFACE BACK TO AN ELEVATION WHICH IS

SLIGHTLY ABOVE THE ORIGINAL BOTTOM, CREATING A SMALL MOUND.

4' MAINTENANCE

PATH

4' MAINTENANCE

PATH

1:4 SLOPE

TIE TO EX.

GRADE

EX. GRADE

DHW=3.24

(25YR-72HR)

SHWT EL=0.50

1:4 SLOPE

TIE TO EX.

GRADE

EARTHEN BERM SHALL BE CONSTRUCTED WITH

SOILS WITH A MINIMUM OF 15% SOIL FINES PASSING

NO. 200 SIEVE. COMPACT BERM TO 95% MAXIMUM

DENSITY PER AASHTO METHOD T-99 WITH

MAXIMUM 12" LIFTS. FDOT A-3 SAND (OR ANY

OTHER HIGHLY PERMEABLE MATERIAL) SHALL NOT

BE USED; TYP.

1:8 MAX SLOPE

1:8 MAX SLOPE

STAIRS W/ HANDRAIL

(REFER TO ARCH.

PLANS FOR DETAILS)

SWITCHBACK

RAMPS W/

HANDRAIL (REFER

TO ARCH. PLANS

FOR DETAILS)

.7

12"

BOLTS

3" DISCHARGE

ORIFICE

INV. ELEV = 1.75'

NTS

DEFLECT EX. FIBER AS

NEEDED TO PROVIDE

MIN. 12" SEPARATION

2" PVC FM

(MIN. 36" COVER)

CONTRACTOR TO

CONFIRM EX. FM SIZE

PRIOR TO SHOP

DRAWING SUBMITTAL

C1.06

DETAILED GRADING,

DRAINAGE AND UTILITY PLAN

6" INLET INV = 0.37'

18"

3" CONC. PAD

BELOW ORIFICE

DEFLECT EX. FIBER AS

NEEDED TO PROVIDE

MIN. 12" SEPARATION

REFER TO C1.05

3.5 3.5

RAINFALL DEPTH

PEAK STAGE

ALLOWABLE DISCHARGE^

7.32"

2.82'

0.14 CFS

0.23 CFSPROPOSED DISCHARGE

10 YEAR 24 HOUR STORM* 25 YEAR 72 HOUR STORM

11.30"

3.24'

0.14 CFS

0.27 CFS

100 YEAR 72 HOUR STORM

15"

4.98'

N/A

N/A

* THE MORE CONSERVATIVE DESIGN FREQUENCY OF 10 YEARS WAS USED AS RECOMMENDED BY WATER MANAGEMENT DISTRICT STAFF.

^ COLLIER COUNTY HAS A MAXIMUM DISCHARGE OF 0.15 CFS/ACRE. THE PROPOSED DISCHARGE IS GOVERNED BY THE

MINIMUM 3" ORIFICE TO PREVENT CLOGGING PER SFWMD CODE.

CONTROL ELEVATION

FINISHED FLOOR ELEVATION

N/A

7.00'*

2.82'

3.24'PERIMETER BERM

ALLOWABLE PROPOSED

1.77'

8.00'

3.10'

3.25'

ROAD CROWN

*THE SITE IS LOCATED IN A FEMA FLOOD ZONE AE WITH A BASE FLOOD ELEVATION OF 7.0

12"

(2) BOLTS

15 98

EXTERIOR ELEVATION SHEET NOTES

1. COORDINATE EXTERIOR M/E/P/F EQUIPMENT AND PENETRATIONS WITH

EXTERIOR FINISHES AND ARCHITECTURAL ELEMENTS. COORDINATE

PLACEMENT WITH ARCHITECT FOR ELEMENTS NOT DOCUMENTED ON

EXTERIOR ELEVATIONS.

2. STANDING SEAM METAL ROOFING SHALL BE INSTALLED AS INDICATED ON

EXTERIOR ELEVATIONS AND ROOF PLANS. ALIGN STANDING SEAMS OR

RIBS WITH CENTERLINE OF RIDGE PEAK. EQUALLY SPACE STANDING

SEAMS OR RIBS ALONG LENGTH OF ROOF EDGES WHERE PEAKS ARE

NOT PRESENT. COORDINATE LAYOUT WITH ARCHITECT FOR AREAS NOT

DOCUMENTED. ROOFING MATERIALS NOT COORDINATED WITH

ARCHITECTURAL DOCUMENTS AND/OR ARCHITECT WILL BE SUBJECT TO

REMOVAL AND RE-INSTALLATION AT CONTRACTOR'S EXPENSE.

3. STRUCTURE AND ROOF ADDITION AS AN OPTION.

LEVEL 1

0"

ROOF RIDGE

19'-6"

A B C D E F G

ROOF EAVE

12'-0"

LEVEL -

SIDEWALK

-3'-6"

MP1

MP2

SEE NOTE 3

B A

S E

B

ID

O P

T

IO

N A

1 32

6'-3"

DOWNSPOUT - ROUTE ALONG

WALL AND CONNECT TO CIVIL

LEVEL 1

0"

ROOF RIDGE

19'-6"

ABCDEFG

ROOF EAVE

12'-0"

LEVEL -

SIDEWALK

-3'-6"

B A

S E

B

ID

O P

T

IO

N

INTAKE LOUVER EQUAL OR

SIMILAR TO EME745 60x24

A5.10

LEVEL 1

0"

ROOF RIDGE

19'-6"

13 2

ROOF EAVE

12'-0"

LEVEL -

SIDEWALK

-3'-6"

A5.10

13 2

A5.10

EXHAUST LOUVER

EQUAL OR SIMILAR

TO EME3625 72x14

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

REFERENCE

COVER SHEET

WALKER

ARCHITECTS,

GAINESVILLE, FL

/3

/2

:4

:1

P

M AI

AI

4/29/2024

A2.01TW

EXTERIOR ELEVATIONS

229154

NPS FIRE OPERATIONS CENTER AT

BIG CYPRESS NATIONAL PRESERVE

1/8" = 1'-0"

EXTERIOR ELEVATION - NORTH

1/8" = 1'-0"

EXTERIOR ELEVATION - WEST

1/8" = 1'-0"

EXTERIOR ELEVATION - SOUTH

1/8" = 1'-0"

EXTERIOR ELEVATION - EAST - OPTION

1/8" = 1'-0"

EXTERIOR ELEVATION - EAST - BASE

Lblake Image

Lblake

5,000

FOC 50X100

12,000

POLE BARN

60x200

4,000

EOC 50X80

20,000

OVERFLOW

PARKING

110X145

12,000

FIRE FUTURE

EXPANSION

1,300

WORKOUT

26x50

STACKABLE

SHEDS 12x56

TIRE SHED

12x56

FUELS SHED

12x56

GENERATOR

6X12

10,590

PARKING LOT

60X135

REFERENCE LEGEND

OUTLINE FOR TOTAL AREA OF WORK.

CONTRACTOR HAS TO STAY INSIDE THE

BOUNDARY.

PARKING MATERIAL STAGING AND JOB

TRAILER.

CONSTRUCTION ACCESS WITH FLAGGER

FOR DELIVERIES

PROPERTY LINE

PROJECT - IN SCOPE

PROJECT - FUTURE EXPANSION

NOTE:

1. ALL THE ILLUSTRATIONS SHOWN ON THIS PLAN IS FOR

REFERENCE ONLY, TO SHOW THE PROJECT IN SCOPE.

2. FOR CONSTRUCTION USE CIVIL DRAWINGS.

N

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

REFERENCE

COVER SHEET

WALKER

ARCHITECTS,

GAINESVILLE, FL

/3

/2

:4

:1

P

M AI

AI

4/29/2024

A4.01TW

ENLARGED ARCHITECTURAL

SITE PLAN - PROJECT SITE

229154

NPS FIRE OPERATIONS CENTER AT

BIG CYPRESS NATIONAL PRESERVE

1" = 40'-0"

OUTLINE FOR TOTAL AREA OF WORK

Lblake Image

Lblake

EXTERIOR ENVELOPE NOTES

1. PROVIDE AND INSTALL ALL WEATHER BARRIER SYSTEM COMPONENTS IN

ACCORDANCE WITH WEATHER BARRIER SYSTEM MANUFACTURER'S PUBLISHED

REQUIREMENTS AND INSTRUCTIONS IN ORDER TO ACHIEVE A CONTINUOUS AIR-&-

MOISTURE-TIGHT ENVELOPE AND TO UPHOLD THE MANUFACTURER'S SYSTEM

WARRANTY THROUGHOUT THE PROJECT.

2. COORDINATE ALL WEATHER BARRIER INSTALLATIONS WITH ALL ADJACENT

COMPONENTS AND SYSTEMS. MAKE ALL PROVISIONS REQUIRED BY THE WEATHER

BARRIER SYSTEM MANUFACTURER FOR EACH PENETRATION THROUGH AND JOINT IN

THE MEMBRANE IN ORDER TO MAINTAIN CONTINUITY OF THE AIR AND MOISTURE

BARRIER AND TO UPHOLD THE AIR AND MOISTURE BARRIER SYSTEM'S WARRANTY.

3. MAKE ALL PROVISIONS REQUIRED BY THE CLADDING PANEL AND OPENING INFILL

SYSTEM MANUFACTURER SO AS TO ACHIEVE A MANUFACTURER APPROVED AND

CODE COMPLIANT INSTALLATION THAT RESISTS PROJECT-SPECIFIC WIND LOADS AS

DEFINED BY THE STRUCTURAL CONSTRUCTION DOCUMENTS.

4. FULLY SEPARATE ALL DISSIMILAR METALS BY APPLYING CONTINUOUS MASTIC

COATING OR INSTALLING A 40 MIL SELF-ADHERING SHEET MEMBRANE EQUAL TO

GRACE PERM-A-BARRIER TO THE BASE METAL SURFACE.

5. IF CLIPS USED TO CONNECT COMPONENTS OF DISSIMILAR METALS ARE FABRICATED

OUT OF STAINLESS STEEL SO THAT DISSIMILAR METALS ARE COMPLETELY ISOLATED

FROM EACH OTHER BY THE CLIP, THEN SEPARATION BY MEANS OF MATERIAL

REQUIRED BY THE PREVIOUS SHALL NOT BE REQUIRED WHERE CONTACT IS MADE

WITH THE STAINLESS STEEL CLIP.

6. ALL ANCHORS AND FASTENERS CONNECTING AND/OR IN CONTACT WITH DISSIMILAR

METALS OR MATERIALS DELETERIOUS TO THE ANCHOR'S/FASTENER'S BASE METAL

SHALL BE STAINLESS STEEL, HOT-DIPPED GALVANIZED, OR COATED WITH A

PROTECTIVE MATERIAL THAT SHALL BE IN PLACE FOR THE LIFETIME OF THE

BUILDING.

7. REQUIREMENTS OF AND DIMENSIONS FOR ALL OPENING INFILL SYSTEMS AND

CLADDING MATERIALS SHALL BE FIELD VERIFIED WITH BUILT CONDITIONS TO DATE

PRIOR TO THEIR FABRICATION.

8. THE MINIMUM INSULATING VALUE OF EXTERIOR ASSEMBLIES SHALL BE IN

ACCORDANCE WITH THE BUILDING-WIDE ENERGY MODEL PREPARED BY THE

PROJECT MECHANICAL ENGINEER.

9. THE EXPOSED SURFACE OF ALL PAINTED ALUMINUM SHEET METAL FOR THIS

PROJECT SHALL RECEIVE A FACTORY APPLIED 70% KYNAR 500 COATING OR EQUAL.

THE SAME FINISH OR SIMILAR PROTECTIVE COATING SHALL ALSO BE APPLIED TO THE

CONCEALED SURFACE OF ALL SHEET ALUMINUM TO BE INSTALLED AS PART OF THE

STEEL PANEL ASSEMBLY.

10. ALL CLADDING AND INSULATIONS PROVIDED AND INSTALLED IN EXTERIOR

ASSEMBLIES SHALL HAVE A CLASS "A" FLAME SPREAD & SMOKE DEVELOPMENT

RATING WHEN TESTED PER ASTM E 84.

SECTION AA

CUT PANEL

SID

EW

ALL

ENDWALL

A

FULL PANELS

FULL PANELS

CUT PANEL

CUT PANEL

CUT PANEL

A

NOTE : UNLESS BUILDING PANEL LAYOUT PROHIBITS, THE ENDWALL PANELS WILL EXTEND PAST THE CORNER

STEEL / GIRT LINE BY THE THICKNESS OF THE SIDEWALL PANELS.THIS IS TO ALLOW FOR A FULLY CLOSED

CORNER.

CUT EDGE OF PANEL

APPLY A CONTINUOUS BEAD OF

SPRAY-IN-PLACE INSULATION

OTHER THREE CORNERS

ARE SIMILAR

1) FIELD CUT CORNER PANELS TO CREATE A CLOSED CORNER FOR

RETENTION OF INSULATING PROPERTIES. REFER TO ERECTION

DRAWINGS FOR START PANEL DIMENSIONS. END PANEL CUT

DIMENSIONS ARE DETERMINED IN THE FIELD.

2) APPLY REQ'D CAULK TO SUPPORT MEMBERS AT CORNER.

PLACE CUT EDGE OF FIRST PANEL IN PLACE, PLUMB AND FASTEN

TO SUPPORTS IN ORDER.

3) PLACE THE SECOND PANEL INTO POSITION SO THE BOTTOM

CORNER OF THE SECOND PANEL ENGAGES THE FIRST, THEN PUSH

UNTIL JOINT FULLY ENGAGES. ENSURE 2ND PANEL IS PLUMB.

CONTINUE THIS W/ REMAINING PANELS.

PANEL INSTALLATION GUIDELINE STEPS:

DO NOT SKIP MEMBER OR

ATTACH PANEL AT TOP THEN

BOTTOM. BOWING OF PANELS

MAY OCCUR IF THIS IS DONE.

CUT PANEL DIM.

(-) NEG START DIM (IF REQ'D)

SEE ELEVATION DRAWINGS

SEE DETAIL (GA4020)

ON WALL ELEVATIONS

SL

C U

T P

A N

E L D

IM

F

IN

IS

H

D

IM

SL

CUT EDGE OF PANEL

REFER TO PANEL JOINT CONNECTION AND

CORNER CONNECTION DETAILS FOR

PANEL ATTACHMENT INFORMATION

LEVEL 1

0"

CONCRETE SLAB

STEM WALL ON

FOOTING - SEE

STRUCTURAL

VAPOR RETARDER

RESILIENT FLOOR

WALL PANEL

DOWNSPOUT

DOWNSPOUT "S"

MATERIAL TO CONNECT

DOWNSPOUT "S" TO

DRAIN NOT BY MBS.

THIS IS SHOWN FOR

REFERENCE ONLY.

ACTUAL FIELD

CONDITION MAY VARY.

A5.07

RESILIENT BASE

5/8" GWB W/

INSULATION

C- CHANNEL

ATTACHED TO

FLOOR

2"

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

REFERENCE

COVER SHEET

WALKER

ARCHITECTS,

GAINESVILLE, FL

/3

/2

:4

:1

P

M AI

AI

4/29/2024

A5.09Checker

EXTERIOR DETAILS

229154

NPS FIRE OPERATIONS CENTER AT

BIG CYPRESS NATIONAL PRESERVE

3" = 1'-0"

WALL CORNER LAYOUT

1 1/2" = 1'-0"

WALL BASE AND FOUNDATION

Lblake Image

Lblake

L

IM

E R

O C

K D

R

IV

E

L

IM

E R

O C

K D

R

IV

E

L

IM

E R

O C

K D

R

IV

E

OHE OHE OHE OHE OHE

U E

U E

UE

UT

UT

TRANSFORMER

GENERATOR

1NPS FIRE

OPERATIONS

CENTER

GROUNDING

TRIAD

5 6

4 7

XBXB XBXB34e(E2)34e(E2) 34e(E2)34e(E2)

34(E2)34(E2)

PUMP-LS

ECB-PUMP-LS

11,13,15(E1)

U E

NEW PROPOSED UTILITY POLE

TWO 4"

CONDUITS 8

NEW PROPOSED UTILITY POLE

O H E

XBXB 34e(E2)34e(E2) XBXB 34e(E2)34e(E2)

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HENRY

ADAMS, LLC.

BALTIMORE, MD

WALKER

ARCHITECTS,

GAINESVILLE, FL

/2

/2

:3

:5

A

M

ZAJ

ZAJ

4/29/2024

E0.03JLW

ELECTRICAL SITE PLAN

NPS FIRE OPERATIONS CENTER AT

BIG CYPRESS NATIONAL PRESERVE

SCALE A

E0.03

1…