VERTEX DEVELOPMENT LLC

PREPARED BY:

COMMUNICATIONS

MARC MAIER, PEFL PROFESSIONAL ENGINEER LIC. # 72513

JUNE 14, 2016

T-1

CYPRESS ELEMENTARY SCHOOL - FL5229

NEW PORT RICHEY, FLORIDA 34654

10055 SWEET BAY COURT

405 SOUTH DALE MABRY

SUITE 244

PROPOSED WIRELESS TELECOMMUNICATIONS TOWER

VERTEX DEVELOPMENT LLC.

150' UNIPOLE

TAMPA, FLORIDA 33609

PROPERTY INFORMATION

ZONING DATA

CONTACT INFORMATION

SHEET INDEX

PORTION OF SECTION 31, TOWNSHIP 25 SOUTH, RANGE 17 EAST

LATITUDE: ± 28° 16' 14.61" N LONGITUDE: ± 82° 38' 47.53" W

TOWER GROUND ELEVATION: ± 32.7' (NAVD 88) / ± 33.5' (NAVD 29)

LOCATION MAP - NOT TO SCALE AERIAL MAP - NOT TO SCALE

PROJECT DESCRIPTION DRIVING DIRECTIONS

CODE COMPLIANCE

This item has been electronically signed and sealed by Marc P. Maeir, P.E., FL License #72513 using a Digital Signature. Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Jun 15 2016

PREPARED BY:

COMMUNICATIONS


JUNE 14, 2016

N-1

General Conditions:

1. These Specifications and Construction Drawings are intended to be fully explanatory and complementary. However, shouldanything be shown, indicated or specified on one and not the other, it shall be the same as if shown, indicated or specified on both.

2. The intention of the documents is to include all labor and materials reasonably necessary for the proper execution and completionof the work as indicated in the documents.

3. Minor deviations from the design layout are anticipated and shall be considered as part of the work; however, no changes that alterthe character intent of the design shall be made or permitted by the Subcontractors, without express written Consent from theConstruction Manager.

4. The Contractor is solely responsible for all site safety including but not limited to protection of all site personnel and the generalpublic during the entire site construction period. The Contractor shall take all reasonable precautions to place and maintainbarricades, lamps, signs, and the like in accordance with OSHA Safety Act and ANSI occupational guidelines.

Conflicts:

1. The Contractor and each Subcontractor shall be responsible for verification of all measurements at the site before ordering anymaterials or performing any work. No Change Order, extra charge or compensation shall be allowed due to difference betweenactual dimensions and dimensions indicated on the neither Construction Drawings nor Specifications. Any such discrepancy indimension which may inadvertently occur shall be submitted to the Construction Manager for consideration before the Contractorproceeds with the work in the affected area.

2. The Contractor shall contact a subsurface utility locator for location of existing utilities prior to commencement of any constructionactivities. For assistance in locating existing utilities call "SUNSHINE STATE ONE CALL" at 1-800-638-4097.

3. Damage by the Contractor to utilities or property of others, including existing pavement and other surfaces disturbed by theContractor during construction shall be repaired to pre-construction conditions by the Contractor. For grassed areas seed andmulch shall be acceptable.

Inspections:

1. The Contractor shall be solely responsible for ensuring that all relevant authority inspections are carried out in a timely manner.

As-Builts Drawings:

1. The Contractor shall prepare a red-lined set of As-Built Drawings.

Environmental Protection

1. Noise Level: The Contractor shall ensure that state and local regulations are complied with in regard to noise levels produced byhis or his sub-Contractor's equipment or methods of construction.

2. Dust Control: The Contractor shall take all necessary steps to limit the creation of any dust nuisance that might arise duringconstruction to the satisfaction of the local authorities.

3. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE LAND DEVELOPMENT CODE SHALL BE INACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A-300 PRUNING STANDARDS.

Clean Up:

1. The Subcontractors shall at all times keep the site free from accumulation of waste materials or rubbish caused by their employeesat work, and at the completion of the work, they shall remove all rubbish from and about the building, including all tools,scaffolding and surplus materials, and shall leave the work clean and ready for use.

Code Compliance:

1. All materials, design, and workmanship shall be in accordance with all applicable codes (some of which are listed below),ordinances, and authorities having jurisdiction over the work. Where no codes exist, the work shall conform to the 2012 FloridaBuilding Code, and/or the specifications herein, whichever is more stringent.

City/County Building Codes2014 Florida Building Code 5th EditionEIA/TIA-222 Rev. GFlorida Fire Prevention Code 5th EditionLife Safety Code 101National Electric Code 2011American Institute of Steel Construction SpecificationsAmerican Welding SocietyAmerican Concrete InstituteFederal Aviation Authority RegulationsFederal Communications Commission RegulationsAmerican National Standards InstituteAmerican Society for Testing and MaterialsNational Underwriter's Laboratories

2. It is the Subcontractor's responsibility to verify compliance with the governing codes and to notify the Construction Manager ofany discrepancies prior to performing work. Reference to any standard or code of practice in this specification shall be deemed tomean the edition current at the time of award of the contract.

Site Work:

1. The Contractor is required to maintain all ditches, pipes, and other drainage structures free from obstruction until work is accepted. The Contractor is responsible for any damages caused byfailure to maintain drainage structure in operable condition.

Structural:

1. All cast in place concrete shall be mixed and placed in accordance with the requirements of ACI 318 and ACI 301, and shall have a 28 day minimum compressive strength of 4000 PSI.Concrete shall be placed against undisturbed soil unless otherwise noted. Minimum concrete cover shall be 3 inches.

2. Each new communication tower must be designed and constructed so that in the event a tower falls it will collapse only within the property lines of the lot on which the tower is located. Allapplications for development approval shall provide verification of compliance with this design requirement from an engineer registered by the State of Florida. In addition, the construction of new communication towers shall comply with all county construction codes.

3. All reinforcing steel shall conform to ASTM 615 grade 60, deformed billet steel bars. Welded wire fabric reinforcing shall conform to ASTM A185.

2014 Florida Building Code 5th EditionFBC Specifications: Risk Category IITIA Specifications: Structure Class = 2; Exposure = C; Topographic Category 1Wind Loads (ASCE 7-10)141 mph ultimate design wind speed per FBC 2014

109.2 mph nominal design wind speed per FBC 2014

Conditional Use Conditions (CU16-12):

1. The subject WF (Wireless Facility) shall support the collocation of a minimum of four (4) different communications providers.2. The subject WF shall be restricted to 150-feet AGL and shall meet all required setbacks for primary structures in the zoning district.3. The owner/developer shall obtain all required permits, if applicable, from the FAA, the FDOT Aviation Office, and the FCC prior to site plan approval.4. The owners/applicants shall provide a 25-foot buffer from all Category I and Category II wetlands. There shall be no storage or parking activities within this buffer.5. The applicant acknowledges that any provisions of Pasco County ordinances not specifically waived shall be in full force and effect.6. The WF location shall be in accordance with the site plan submitted with this [CU16-12] application.7. The owners/applicants shall submit a preliminary site plan for review and approval in accordance with all the requirements of the LDC, Section 403.3 and 1102 prior to development of the

property with a WF.8. The owners/applicants shall obtain all required building permits from the DSBPC Construction Services Department.9. This approval is subject to the provisions of the LDC, Section 402.4.I, Revocation of Special Exception and Conditional Use Approvals. In addition, staff may initiate a revocation for

violations of the conditions of approval by any of the methods available in the LDC, Section 108, or through revocation of the Conditional Use pursuant to the provisions of the LDC, Section402.4.I, Revocation of Special Exception and Conditional Use Approvals, or both.

In addition to complying with the above conditions, no activity shall commence on site until such time as the acknowledgment portion of the [CU16-12 approval] document is completed, including notarization.

Site Notes:

1. Proposed wireless facility (“WF”) is designed at a height of 150 feet AGL, and will be a unipole, or flagless flagpole, design.2. PID 31-25-17-0000-00300-0000 Acreage: 40.00 acres, MOL3. Vertex Lease Premises Acreage: 0.057 acres, MOL (2,500 square feet), plus applicable access and utility easements4. The proposed wireless facility shall be located in an area where the adverse visual impact on the surrounding area is minimized. Being able to see a wireless facility does not necessarily equate

to an adverse visual impact. Whether the visual effect of a wireless facility is adverse is based on the existence of relevant negative factors for that facility, the number of those negativefactors, and the degree that the facility evidences those negative factors.

5. The location of a proposed wireless facility shall minimize environmental impacts. Ground-mounted wireless facilities should not be located in reservation areas or conservation areas.6. Lighted towers using guy wires are prohibited in conservation areas as defined by this Code and the Comprehensive Plan.7. WF, at a height of 150' AGL, shall be designed for at least three (3) different communications providers.8. Areas sufficient for the temporary off-street parking for one (1) vehicle shall be provided.9. Vehicular traffic is approximately one trip per month per carrier.10. WF shall not be artificially lit, except as may be required by the Federal Communication Commission (FCC), Federal Aviation Administration (FAA) or other applicable authority. If such

lighting is required, it shall be installed in a manner to minimize impacts on adjacent properties. "Dual lighting" (red at night/strobe during day) shall be utilized unless otherwiserecommended by FAA guidelines.

11. All new towers shall comply with zoning district setbacks for a primary structure. All equipment on the tower site shall comply with the zoning district setbacks for an accessory structure.12. Any WF that is not operated for a continuous period of six (6) months shall be considered abandoned, and the owner of such wireless facility shall remove same within ninety (90) days of

notice from the County Administrator or designee that the WF is abandoned. If such WF is not removed within the said ninety (90) days, the County may have the WF removed at the WFowner's expense.

13. All wireless facilities shall comply with the most current FCC rules and guidelines concerning human exposure to radio frequency electromagnetic fields (FCC Guidelines). The Countyreserves the right to request the FCC to provide information or verification of a wireless facility's compliance with FCC Guidelines. A wireless facility that meets the FCC Guidelines shall notbe conditioned or denied on the basis of radio frequency impacts

14. WF shall meet the design standards in accordance with the requirements of EIA/TIA 222-G standards.15. WF shall not require any water, wastewater, or solid waste disposal.

Screening & Landscape Notes:

1. The required landscaping/screening shall be consistent with Safe Schools Guidelines. Existing vegetation shall be preserved to the maximum extent practicable.2. A security barrier consisting of a 6-foot black vinyl chain link fence will be installed around the perimeter of the mount(s), aboveground equipment structures, and any anchor points.

PREPARED BY:

COMMUNICATIONS


JUNE 14, 2016

A-1

ENLARGED AERIAL SCALE: 1" = 180'

1A-1

SCALE BASED ON 11"x17" ONLY

PREPARED BY:

COMMUNICATIONS


JUNE 14, 2016

OVERALL SITE PLAN SCALE: 1" = 120'

1C-1

SCALE BASED ON 11"x17" ONLY C-1

CALL FLORIDA 811

ONE CALL - DIAL 811

CALL 3 WORKING DAYS

BEFORE YOU DIG

1-800-638-4097

PREPARED BY:

COMMUNICATIONS


JUNE 14, 2016

ENLARGED OVERALL SITE PLAN SCALE: 1" = 50'

1C-2


CALL FLORIDA 811

ONE CALL - DIAL 811

CALL 3 WORKING DAYS

BEFORE YOU DIG

1-800-638-4097

PREPARED BY:

COMMUNICATIONS


JUNE 14, 2016

ENLARGED OVERALL SITE PLAN SCALE: 1" = 50'

1C-3


CALL FLORIDA 811

ONE CALL - DIAL 811

CALL 3 WORKING DAYS

BEFORE YOU DIG

1-800-638-4097

PREPARED BY:

COMMUNICATIONS


JUNE 14, 2016

ENLARGED SITE PLAN SCALE: 1" = 20'

1C-4


PREPARED BY:

COMMUNICATIONS


JUNE 14, 2016

SETBACK PLAN SCALE: 1" = 200'

1C-5


PREPARED BY:

COMMUNICATIONS


JUNE 14, 2016

COMPOUND PLAN SCALE: 1" = 10'-0"

2C-6


C-6

NOTES:

1. ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF 6"ABOVE THE FINISHED GRADE ELEVATION.

2. ACCORDING TO GEOLINE SURVEYING, INC.'S INTERPRETATION OF COMMUNITY PANEL NUMBER 120230 0194 F OF THEFEDERAL INSURANCE MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) FOR PASCO COUNTY,FLORIDA, DATED 08/26/2014 THE SUBJECT PROPERTY IS IN FLOOD ZONE "X", "AREAS DETERMINED TO BE OUTSIDE THE0.2% ANNUAL CHANCE FLOODPLAIN", AND FLOOD ZONE "AE", "SPECIAL FLOOD HAZARD AREAS (SFHA'S) SUBJECT TOINUNDATION BY THE 1% ANNUAL CHANCE FLOOD, BASE FLOOD ELEVATIONS DETERMINED".

3. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE LAND DEVELOPMENT CODE SHALL BE IN ACCORDANCEWITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A-300 PRUNING STANDARDS.

PROPOSED TOWER INFORMATION:

LATITUDE: ± 28° 16' 14.61" NORTH

LONGITUDE: ± 82° 38' 47.53" WEST

NORTH AMERICAN DATUM OF

1983 - (NAD 83)

EXISTING TOWER GROUND

ELEVATION: ± 32.7

NORTH AMERICAN VERTICAL

DATUM OF 1988 - (NAVD 88)

TOWER ELEVATION SCALE: N.T.S.

1C-6

CALL FLORIDA 811

ONE CALL - DIAL 811

CALL 3 WORKING DAYS

BEFORE YOU DIG

1-800-638-4097

EXISTING VEGETATION WITHIN PROJECT AREA TO BE REMOVED. EXISTINGVEGETATION SHALL BE PRESERVED TO THE MAXIMUM EXTENT POSSIBLE.

XX

X

PREPARED BY:

COMMUNICATIONS


JUNE 14, 2016

GRADING PLAN SCALE: 1" = 10'-0"

1C-7 C-7

CALL FLORIDA 811

ONE CALL - DIAL 811

CALL 3 WORKING DAYS

BEFORE YOU DIG

1-800-638-4097

PREPARED BY:

COMMUNICATIONS


JUNE 14, 2016

PROTECTIVE FENCE PLAN SCALE: 1" = 30'-0"

1C-8 C-8

CALL FLORIDA 811

ONE CALL - DIAL 811

CALL 3 WORKING DAYS

BEFORE YOU DIG

1-800-638-4097

PREPARED BY:

COMMUNICATIONS


JUNE 14, 2016

C-9

SIGNAGE DETAIL SCALE: N.T.S.

2C-9

NO

TRESPASSING

AREA

CYPRESS ELEMENTARY SCHOOL

FL-5229

10055 SWEET BAY COURT

NEW PORT RICHEY, FLORIDA 34654

FCC ASR #: 1298100

LAT: 28° 16' 14.61" N - LONG: 82° 38' 47.53"

EMERGENCY CONTACT: 813-335-4768

CHAIN LINK FENCE NOTES:

1. ALL CHAIN LINK FENCE WALLS TO BE STRUNG THROUGH

STRETCHER BARS AND ATTACHED TO END POST WITH CLIP.

2. ALL CHAIN LINK FENCE ALONG PIPE FRAME TO BE WIRE TIED.

3. ALL WELD POINTS SHALL BE CLEANED AND PAINTED WITH

POWDERED ZINC PRIMER AND PAINTED BLACK.

4. ALL CORNER POSTS SHALL BE GALVANIZED STEEL PIPE

A.S.A. SCHEDULE 40, AND ALL LINE POST SHALL BE

GALVANIZED STEEL. ALL POSTS SHALL BE PAINTED BLACK.

5. GATE SHALL HAVE HEAVY DUTY HINGES AND MULTIPLE

LOCKING DEVICES.

6. SPLICES SHOULD ONLY OCCUR AT CROSS-RAILS.

7. CAP TOPS OF UPRIGHTS SHALL EITHER HAVE A CONTINUOUS

WELD OR HAVE "SET SCREWS" SO THEY CAN NOT BE

REMOVED.

8. USE ONLY A HEAVY DUTY LATCH ON GATE.

9. CONCRETE FOR FOOTINGS TO HAVE A MINIMUM 28 DAY

COMPRESSIVE STRENGTH OF 3000 PSI.

10. LOCATE FENCE AS SHOWN ON SITE PLAN.

11. TOP AND BOTTOM OF FENCE SHALL BE KNUCKLED DOWN.

COMPOUND FENCE DETAIL SCALE: N.T.S.

1C-9

PREPARED BY:

COMMUNICATIONS


JUNE 14, 2016

C-10

TYPICAL COMPOUND SECTION DETAIL SCALE: N.T.S.

2C-10

SILT FENCE DETAIL SCALE: N.T.S.

3C-10

PROTECTIVE BARRIERS ARE USED DURING LAND ALTERATIONAND CONSTRUCTION ACTIVITIES TO PROTECT TREES ANDNATURAL AREAS TO BE RETAINED ON A SITE.

PROTECTIVE BARRIERS MUST BE ERECTED AROUND TREES TOBE RETAINED WITHIN AN AREA WHERE LAND ALTERATIONAND CONSTRUCTION ACTIVITIES WILL OCCUR AS WELL ASALONG NATURAL AREAS WHERE SUCH AREAS ARE ADJACENTTO PERMITTED LAND ALTERATION OR CONSTRUCTIONACTIVITIES. A PROTECTIVE BARRIER MUST REMAIN IN PLACEUNTIL THE LAND ALTERATION AND CONSTRUCTIONACTIVITIES ARE COMPLETED OR UNTIL COMMENCEMENT OFGRADE FINISHING AND SODDING. NO GROUND DISTURBANCEMUST OCCUR WITHIN THE BARRICADED AREA. THEFOLLOWING REPRESENTS THE COUNTY'S MINIMUMPROTECTIVE BARRIER SPECIFICATIONS.

1. TREES - TO RESTRICT ACCESS INTO THE AREA WITHIN THECANOPY DRIPLINE OF A TREE, A PHYSICAL STRUCTURE NOTLESS THAN 3 FEET IN HEIGHT, COMPRISED OF WOOD OROTHER SUITABLE MATERIAL, IS PLACED AROUND THE TREEAT THE CANOPY DRIPLINE, EXCEPT WHERE LANDALTERATION OR CONSTRUCTION ACTIVITIES AREAPPROVED WITHIN THE CANOPY DRIPLINE.

THE CANOPY DRIPLINE OF A TREE IS THE IMAGINARY,VERTICAL LINE THAT EXTENDS DOWNWARD FROM THEOUTERMOST TIPS OF THE TREE'S BRANCHES TO THE GROUND.FIG. A

BARRIER SPECIFICATIONS FOR TREES:

FOUR CORNER UPRIGHT STAKES OF NO LESS THAN 2"X 2"LUMBER CONNECTED BY HORIZONTAL MEMBERS OF NO LESSTHAN 1"X 4" LUMBER; OR UPRIGHT TAKES SPACED AT 5'INTERVALS OF NO LESS THAN 2"X 2" LUMBER CONNECTED BYSILT SCREEN FABRIC OR MATERIAL OF COMPARABLEDURABILITY. FIG. B

2. NATURAL AREAS - TO RESTRICT ACCESS INTO AREASWHERE LAND ALTERATION AND CONSTRUCTIONACTIVITIES ARE NOT AUTHORIZED A PHYSICAL STRUCTURENOT LESS THAN 3 FEET IN HEIGHT IS PLACED ALONG THEPERIMETER OF SUCH AREAS.

BARRIER SPECIFICATIONS FOR NATURAL AREAS:

UPRIGHT STAKES OF NO LESS THAN 2"X 2" LUMBER SPACEDNO MORE THAN 25' APART AND CONNECTED BY TWINEFLAGGED WITH PLASTIC SURVEYING TAPE AT REGULARINTERVALS OF 5-10'. FIG. C. OTHER METHODS OFDEMARCATION WILL BE CONSIDERED DEPENDING UPON THECHARACTERISTICS OF THE SITE.

WHY A BARRIER

1. TO PROTECT ALL ABOVE GROUND PORTIONS OF TREES ANDOTHER SIGNIFICANT VEGETATION FROM MECHANICALDAMAGE.

2. TO PROTECT ROOT SYSTEMS FROM COMPACTION.

3. TO PROVIDE AWARENESS OF PROTECTED AREAS TOEQUIPMENT OPERATORS.

PROTECTIVE BARRIER REQUIREMENTS AND SPECIFICATIONS FOR EXISTING TREES TO REMAIN

TREE BARICADE DETAIL SCALE: N.T.S.

1C-10

PREPARED BY:

COMMUNICATIONS


JUNE 14, 2016

E-1

ELECTRICAL SPECIFICATIONS

PREPARED BY:

COMMUNICATIONS


JUNE 14, 2016

E-2 ELECTRICAL PLAN SCALE: 1" = 30'SCALE BASED ON 11"x17" ONLY

GENERAL ELECTRICAL

CODES & STANDARDS

1E-2

NOTES

PREPARED BY:

COMMUNICATIONS


JUNE 14, 2016

E-3 ENLARGED ELECTRICAL PLAN SCALE: 1" = 30'SCALE BASED ON 11"x17" ONLY

GENERAL ELECTRICAL

CODES & STANDARDS

1E-3

NOTES

PREPARED BY:

COMMUNICATIONS


JUNE 14, 2016

E-4 GROUNDING PLAN SCALE: 1" = 10'

1E-4


5/8

GROUNDING NOTES

PREPARED BY:

COMMUNICATIONS


JUNE 14, 2016

E-5

ONE-LINE DIAGRAM SCALE: N.T.S.

2E-5

H-FRAME DETAIL SCALE: N.T.S.

1E-4

FUTURE LOAD CALCULATION SUMMARY

TYPICAL FUTURE ELECTRICAL LOAD SUMMARY

PREPARED BY:

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JUNE 14, 2016

E-6

WELD CONNECTION DETAIL SCALE: N.T.S.

1E-6

G

R

O

U

N

D

GROUND ROD INSPECTION WELL DETAIL SCALE: N.T.S.

3E-6

TYPICAL GROUND ROD DETAIL SCALE: N.T.S.

4E-6

FENCE GROUNDING DETAIL SCALE: N.T.S.

2E-6

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