HomeMy WebLinkAboutHARBOUR RIDGE_FL-5281_CDs REV 0_08-20-21 ES&SPREPARED BY:MARC P. MAIER, PEFL PROFESSIONAL ENGINEER LIC. # 72513AUGUST 20, 2021T-1HARBOUR RIDGE - FL5281PALM CITY, FLORIDA 3499012600 HARBOUR RIDGE BOULEVARD3630 W. KENNEDY BLVD.PROPOSED WIRELESS TELECOMMUNICATIONS TOWERVERTEX DEVELOPMENT LLC.124' UNIPOLETAMPA, FLORIDA 33609PROPERTY INFORMATIONZONING DATASHEET INDEXPORTION OF SECTION 26, TOWNSHIP 37 SOUTH, RANGE 40 EASTLATITUDE: ± 27° 13' 51.36" N LONGITUDE: ± 80° 18' 17.66" WTOWER GROUND ELEVATION: ± 9.8' (NAVD 88) / ± 11.3' (NAVD 29)LOCATION MAP - NOT TO SCALEAERIAL MAP - NOT TO SCALEPROJECT DESCRIPTIONDRIVING DIRECTIONSCODE COMPLIANCECONTACT INFORMATION
PREPARED BY:MARC P. MAIER, PEFL PROFESSIONAL ENGINEER LIC. # 72513AUGUST 20, 2021N-1Site Work:1.The Contractor is required to maintain all ditches, pipes, and other drainage structures free from obstruction until work is accepted. The Contractor isresponsible for any damages caused by failure 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 minimumcompressive 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 loton which the tower is located. All applications for development approval shall provide verification of compliance with this design requirement from anengineer 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.Florida Building Code 7th Edition (2020)FBC Specifications: Risk Category IITIA Specifications: Structure Class = 2; Exposure = C; Topographic Category 1Wind Loads (ASCE 7-10)160 mph ultimate design wind speed per FBC 7th Edition (2020) 124 mph nominal design wind speed per FBC 7th Edition (2020)Site Notes:1.All Telecommunications Towers (Towers), Antennas, and Equipment shall comply with the St. Lucie County Comprehensive Plan and Land Development Regulations;all applicable sire safety codes, building codes, and technical codes adopted by St. Lucie County; all applicable federal and state regulations; and FAA and FCC.2.The Tower will be designed at a maximum height of 124 feet above ground level.3.The Tower and Antennas must meet the radiation emission standards set by the FCC.4.Fall Zone. In the event of a catastrophic failure or collapse, Tower shall be designed to collapse within an engineered fall zone lying wholly within the lot lines of theparent parcel.5.Collocation. The Tower shall be designed to accommodate the future Antennas of four wireless telecommunications carriers at varying elevations.6.Visual Mitigation and Buffering. The Tower and associated accessory buildings and/or equipment shall be enclosed by opaque security fencing eight (8) feet in height,and the Tower shall be equipped with an appropriate anti-climbing device, unless waived by St. Lucie County. Existing vegetation shall be preserved to the maximumextent practicable.7.Illumination. No signals, artificial lights, or illuminations shall be permitted on any tower or antennas unless required by the Federal Aviation Administration (FAA),state or federal regulations. If lighting is required, the lighting alternatives and design chosen must cause the least disturbance to the surrounding views.8.Finish Color. Tower shall be painted s neutral color or have a non-contrasting finish that minimizes the visibility of the facility from public view, except wherecontrasting color is required by federal or state regulation.9.Signage.a.Other than warning signs, no signs, including commercial advertising, logos, political signs, flyers, or banners shall be allowed on any part of the Tower. Any signsplaced in violation of the LDC shall be removed at the expense of the tower owner.b.Warning sign shall include the name of the Tower owner and operator(s) and a 24-hour emergency telephone number posted adjacent to the gate.c.“NO TRESPASSING” warning signs shall be permanently attached to the fence and spaced no more than forty (40) feet apart.d.The height of the lettering of the warning signs shall be at least 12 inches. The warning signs shall be installed at least five feet above finished grade.10.The Tower compound, including tower, accessory building, and/or equipment, shall be enclosed by (no gap appearance), opaque security fencing eight (8) feet inheight and the tower shall be equipped with an appropriate anti-climbing device.11.Parking and Traffic. Traffic to the Tower Site is approximately one trip per carrier per month. Areas sufficient for the temporary off-street parking for one (1) vehicleshall be provided.12.Utilities. Tower shall not require any water, wastewater, or solid waste disposal.General Conditions:1.These Specifications and Construction Drawings are intended to be fully explanatory and complementary. However, should anything be shown, indicated orspecified 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 completion of the work as indicated inthe documents.3.Minor deviations from the design layout are anticipated and shall be considered as part of the work; however, no changes that alter the character intent of thedesign shall be made or permitted by the Subcontractors, without express written Consent from the Construction Manager.4.The Contractor is solely responsible for all site safety including but not limited to protection of all site personnel and the general public during the entire siteconstruction period. The Contractor shall take all reasonable precautions to place and maintain barricades, lamps, signs, and the like in accordance with OSHASafety 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 any materials or performing anywork. No Change Order, extra charge or compensation shall be allowed due to difference between actual dimensions and dimensions indicated on the neitherConstruction Drawings nor Specifications. Any such discrepancy in dimension which may inadvertently occur shall be submitted to the Construction Managerfor consideration before the Contractor proceeds 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 construction activities. For assistancein 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 the Contractor during construction shallbe repaired to pre-construction conditions by the Contractor. For grassed areas seed and mulch 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 Protection1.Noise Level: The Contractor shall ensure that state and local regulations are complied with in regard to noise levels produced by his or his sub-Contractor'sequipment 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 during construction to the satisfaction ofthe local authorities.3.ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE LAND DEVELOPMENT CODE SHALL BE IN ACCORDANCE WITH THEAMERICAN 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 employees at work, and at thecompletion of the work, they shall remove all rubbish from and about the building, including all tools, scaffolding and surplus materials, and shall leave thework 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 havingjurisdiction over the work. Where no codes exist, the work shall conform to the Florida Building Code 6th Edition (2017), and/or the specifications herein,whichever is more stringent.City/County Building CodesFlorida Building Code 7th Edition (2020)EIA/TIA-222 Rev. HFlorida Fire Prevention Code 7th Edition (2020)Life Safety Code 101National Electric Code 2017American 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 Laboratories2.It is the Subcontractor's responsibility to verify compliance with the governing codes and to notify the Construction Manager of any discrepancies prior toperforming work. Reference to any standard or code of practice in this specification shall be deemed to mean the edition current at the time of award of thecontract.Tower shall be constructed in accordance with St. Lucie County Resolution Numbers 19-092 and 19-093 and PDS Order 19-020, including the following conditions:1.The Final Building Permit that is issued shall require expressly that the tower be constructed as represented in the application site plan to maintain its stealth characteristicsas a flagless, unlit unipole with the height not to exceed 124 feet, with an engineered break point at 48 feet with no more than four canisters of 12 feet each, painted greyand designed as indicated in the application site plan with no antennas or wiring attached on the exterior of the unipole.2.All fees and costs owed by the applicants to the County shall be paid prior to issuance of any permits.3.Prior to Final Building Permit inspection all warning signage shall be installed and conform to Section 7.10.23.C.(8 of the St. Lucie County Land Development Code. Thewarning signs shall be inspected by the Code Compliance Division.4.This telecommunication tower and all associated equipment must meet or exceed current standards and regulations of the FAA, the FCC, including radio frequencyemission standards, and regulations of the State or Federal government with the authority to regulate this tower and associated equipment. If such applicable standards andregulations are changed, then the owners shall bring this tower, antennas and associated equipment into compliance with such revised standards within six (6) months ofthe effective date of such standards and regulations, unless a different compliance schedule is mandated by the controlling State or Federal agency. Failure to bring thistower, antennas and associated equipment into compliance with such revised standards and regulations shall constitute grounds for the removal of the tower and/orequipment at the expense of the owner.5.In accordance with the St. Lucie County Land Development Code Section7.10.23.T the owner of the telecommunication tower shall submit a report to the BuildingDepartment certifying structural and electrical integrity of the tower every five (5) years following the Building Permit final inspection approval. This report shall beaccompanied by a nonrefundable fee of two hundred dollars ($200) to reimburse the County for the cost of review.6.Prior to the issuance of a Vegetation Removal Permit or Exemption, an updated gopher tortoise survey per Florida Fish and Wildlife Conservation Commission protocol,shall be provided to the Environmental Resources Department. Impacts within 25 ft. of any burrows will require a Florida Fish and Wildlife Conservation Commissionpermit.7.Prior to issuance of a building permit all Category I listed invasive species shall be eradicated from the site.
PREPARED BY:MARC P. MAIER, PEFL PROFESSIONAL ENGINEER LIC. # 72513AUGUST 20, 2021M-1 ENLARGED AERIAL 11X17 SCALE: 1" = 150'1M-1 24X36 SCALE: 1" = 75'
PREPARED BY:MARC P. MAIER, PEFL PROFESSIONAL ENGINEER LIC. # 72513AUGUST 20, 2021 OVERALL SITE PLAN 11X17 SCALE: 1" = 120'1C-1C-1 CALL FLORIDA 811ONE CALL - DIAL 811CALL 3 WORKING DAYSBEFORE YOU DIG1-800-638-4097 24X36 SCALE: 1" = 60'
PREPARED BY:MARC P. MAIER, PEFL PROFESSIONAL ENGINEER LIC. # 72513AUGUST 20, 2021C-2 ENLARGED SITE PLAN 11X17 SCALE: 1" = 80'1C-2 CALL FLORIDA 811ONE CALL - DIAL 811CALL 3 WORKING DAYSBEFORE YOU DIG1-800-638-4097 24X36 SCALE: 1" = 40'
PREPARED BY:MARC P. MAIER, PEFL PROFESSIONAL ENGINEER LIC. # 72513AUGUST 20, 2021C-3 SITE PLAN 11X17 SCALE: 1" = 30'1C-3 CALL FLORIDA 811ONE CALL - DIAL 811CALL 3 WORKING DAYSBEFORE YOU DIG1-800-638-4097 24X36 SCALE: 1" = 15'
PREPARED BY:MARC P. MAIER, PEFL PROFESSIONAL ENGINEER LIC. # 72513AUGUST 20, 2021 SETBACK PLAN 11X17 SCALE: 1" = 140'1C-4C-4 24X36 SCALE: 1" = 70'
PREPARED BY:MARC P. MAIER, PEFL PROFESSIONAL ENGINEER LIC. # 72513AUGUST 20, 2021 ZONING & FUTURE LANDUSE PLAN 11X17 SCALE: 1" = 120'1C-5C-5 24X36 SCALE: 1" = 60'
XXXXXXXXXXXXXXXXXPREPARED BY:MARC P. MAIER, PEFL PROFESSIONAL ENGINEER LIC. # 72513AUGUST 20, 2021 COMPOUND PLAN 11X17 SCALE: 1" = 15'-0"2C-624X36 SCALE: 1" = 7'-6"C-6NOTES:1.ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF 6"ABOVE THEFINISHED GRADE ELEVATION.2.ACCORDING TO GEOLINE SURVEYING, INC.'S INTERPRETATION OF COMMUNITYPANEL NUMBER 120285 0406 J OF THE FEDERAL INSURANCE MANAGEMENTAGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) FOR SAINT LUCIE COUNTY,FLORIDA, DATED 2/16/2012 THE SUBJECT PROPERTY IS IN FLOOD ZONE "X", "AREASDETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN".3.ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE LANDDEVELOPMENT CODE SHALL BE IN ACCORDANCE WITH THE AMERICANNATIONAL STANDARDS INSTITUTE (ANSI) A-300 PRUNING STANDARDS.PROPOSED TOWER INFORMATION:LATITUDE: ± 27° 13' 51.36" NORTHLONGITUDE: ± 80° 18' 17.66" WESTNORTH AMERICAN DATUM OF1983 - (NAD 83)EXISTING TOWER GROUNDELEVATION: ± 9.8'NORTH AMERICAN VERTICALDATUM OF 1988 - (NAVD 88) TOWER ELEVATION 11X17 SCALE: 1" = 15'-0"1C-6 CALL FLORIDA 811ONE CALL - DIAL 811CALL 3 WORKING DAYSBEFORE YOU DIG1-800-638-4097NOTE: ALL EXISTING VEGETATION TO BEPRESERVED TO THE MAXIMUM EXTENT POSSIBLE.SEE PLANTING PLAN DESIGNED BY OTHERS.NOTE: EXISTING GOPHER TORTOISE BURROWSTO BE RELOCATED AWAY FROM PROPOSEDCONSTRUCTION AREA PER FWC PERMIT.24X36 SCALE: 1" = 7'-6"
XXXXXXXXXXXXXXXXXPREPARED BY:MARC P. MAIER, PEFL PROFESSIONAL ENGINEER LIC. # 72513AUGUST 20, 2021 GRADING PLAN 11X17 SCALE: 1" = 15'-0"1C-7C-7 CALL FLORIDA 811ONE CALL - DIAL 811CALL 3 WORKING DAYSBEFORE YOU DIG1-800-638-409724X36 SCALE: 1" = 7'-6"NOTE: ALL EXISTING VEGETATION TO BEPRESERVED TO THE MAXIMUM EXTENT POSSIBLE.SEE PLANTING PLAN DESIGNED BY OTHERS.NOTE: EXISTING GOPHER TORTOISE BURROWSTO BE RELOCATED AWAY FROM PROPOSEDCONSTRUCTION AREA PER FWC PERMIT.PROPOSED PROJECT AREA LAND COVER TABLEEXISTING PROJECT AREA LAND COVER TABLE
PREPARED BY:MARC P. MAIER, PEFL PROFESSIONAL ENGINEER LIC. # 72513AUGUST 20, 2021C-8 COMPOUND SIGNAGE DETAILS SCALE: N.T.S.2C-8NOTES:1.FENCE TO BE WHITE IN COLOR.2.FENCE TO BE INSTALLED FINISHED SIDE OUT.3.FENCE TO USE VINYL VERTICAL BOARDS.4.BOARDS ARE HOLLOW, 100% EXTRUDED VINYL.5.FENCE TO MAINTAIN A "NO-GAP" APPEARANCE (OPAQUE),THROUGHOUT.6.CONTRACTOR TO COORDINATE FENCE INSTALLATION WITHANY LOCAL ORDINANCES.7.ALL METAL HARDWARE TO BE HOT DIP GALVANIZED.8.GATE WILL BE LOCKED USING A TAYHOPE LOCK OREQUIVALENT.9.FENCE DETAILS TO BE SUBMITTED FOR APPROVAL PRIOR TOORDERING.NOTRESPASSINGAREAHARBOUR RIDGEFL-528112600 HARBOUR RIDGE BOULEVARDPALM CITY, FLORIDA 34990FCC ASR #: TBDLAT: 27° 13' 51.36" N - LONG: 80° 18' 17.66"EMERGENCY CONTACT: 813-335-4768SIGNAGE NOTES:1."NO TRESPASSING" SIGNAGE SHALL BE INSTALLED ON EVERY SIDE, NO MORE THAN 40' APART.2.THE HEIGHT OF THE LETTERING OF THE WARNING SIGNS SHALL BE AT LEAST 12 INCHES.THE WARNING SIGNS SHALL BE INSTALLED AT LEAST FIVE FEET ABOVE FINISHED GRADE. COMPOUND FENCE DETAILS SCALE: N.T.S.1C-8
PREPARED BY:MARC P. MAIER, PEFL PROFESSIONAL ENGINEER LIC. # 72513AUGUST 20, 2021C-9 TYPICAL COMPOUND SECTION DETAIL SCALE: N.T.S.2C-9 SILT FENCE DETAIL SCALE: N.T.S.3C-9PROTECTIVE 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. ABARRIER 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. B2. 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 BARRIER1. 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 REMAINPURSUANT TO SEC. 13-44, AS A CONDITION OF GRANTING AN APPROVAL OFSITE PREPARATION, THE APPLICANT AGREES THAT SITE PREPARATIONACTIVITIES ON THE PARCEL SHALL COMPLY WITH THE FOLLOWING TREEPROTECTION REQUIREMENTS.1.PROTECTIVE BARRICADES SHALL BE PLACED AROUND ALL PROTECTEDTREES AND GRAND TREES DURING SITE PREPARATION, AND SHALLREMAIN IN PLACE UNTIL LAND ALTERATION, SITE CLEARING ANDCONSTRUCTION ACTIVITIES ARE COMPLETE. BARRICADES SHALL BEERECTED AT A MINIMUM DISTANCE OF TEEN FEET (10) FROM THEPROTECTED TREES AND TWENTY FEET (20) FROM GRAND TREES.2.A MINIMUM DISTANCE OF TEN FEET (10) SHALL BE MAINTAINED FROMALL PROTECTED TREES WHEN INSTALLING UNDERGROUND UTILITIES.IF THIS RESULTS IN UNREASONABLE HARDSHIP, A SOIL AUGER SHALLBE USED TO TUNNEL UNDER THE ROOT SYSTEM.3.ALL ROOTS TO BE REMOVED DURING THE SITE PREPARATION PHASESHALL BE SEVERED CLEAN AT THE PERIMETER OF THE DESIGNATEDPROTECTED RADIUS. ALL TRIMMING AND ROOT PRUNING OFPROTECTED TREES AND GRAND TREES SHALL BE DONE BY A LICENSEDTREE SERVICE, DURING DEVELOPMENT.4.WHEN CONDITIONS DICTATE, A PROTECTIVE RETAINING WALL SHALLBE CONSTRUCTED AT THE PERIMETER OF THE PROTECTIVE RADIUSAROUND A PROTECTED TREE OR GRAND TREE WHERE THE PROTECTEDTREE OR GRAND TREE WILL BE ADVERSELY AFFECTED BY LOWERINGOR RAISING OF THE EXISTING GRADE. TREE BARRICADE DETAIL SCALE: N.T.S.1C-9
XPREPARED BY:MARC P. MAIER, PEFL PROFESSIONAL ENGINEER LIC. # 72513AUGUST 20, 2021C-10 CONCRETE PAVEMENT ENTRANCE DRIVEWAY DETAIL SCALE: 1/8" = 1'1C-10SCALE BASED ON 11"x17" ONLY2C-10 CONCRETE PAVEMENT SECTION SCALE: N.T.S.NOTES:1.CONCRETE MATERIALS, CONSTRUCTION AND TESTING SHALL MEET ALL APPLICABLE FDOT SPECIFICATIONS.2.SUBGRADE STABILIZATION SHALL BE PER FDOT SPECIFICATIONS SECTION 160.3.DENSITY REQUIREMENTS SHALL BE AS INDICATED ABOVE.4.THIS DETAIL TO BE UTILIZED FOR CONCRETE PAVEMENT CONSTRUCTION ON-SITE.3C-10 BUTT JOINT SECTION A-A SCALE: N.T.S.AA
PREPARED BY:MARC P. MAIER, PEFL PROFESSIONAL ENGINEER LIC. # 72513AUGUST 20, 2021E-13ELECTRICAL SPECIFICATIONS
XXXXXXXXXXXXXXXXXPREPARED BY:MARC P. MAIER, PEFL PROFESSIONAL ENGINEER LIC. # 72513AUGUST 20, 2021E-2LOAD CALCULATION SUMMARY ELECTRICAL PLAN SCALE: 1" = 30'1E-2SCALE BASED ON 11"x17" ONLYGENERAL ELECTRICAL NOTESCODES AND STANDARDSTYPICAL ELECTRICAL LOAD SUMMARY
XXXXXXXXXXXXXXXXXPREPARED BY:MARC P. MAIER, PEFL PROFESSIONAL ENGINEER LIC. # 72513AUGUST 20, 2021E-3 GROUNDING PLAN SCALE: 1" = 10'1E-3SCALE BASED ON 11"x17" ONLY5/8GROUNDING NOTES
PREPARED BY:MARC P. MAIER, PEFL PROFESSIONAL ENGINEER LIC. # 72513AUGUST 20, 2021E-4 ONE-LINE DIAGRAM SCALE: N.T.S.2E-4 H-FRAME DETAIL SCALE: N.T.S.1E-4FUTURE LOAD CALCULATION SUMMARYTYPICAL FUTURE ELECTRICAL LOAD SUMMARYPROPOSED VERTEX ELECTRICAL LOAD SUMMARY
PREPARED BY:MARC P. MAIER, PEFL PROFESSIONAL ENGINEER LIC. # 72513AUGUST 20, 2021E-5 WELD CONNECTION DETAIL SCALE: N.T.S.1E-5GROUND GROUND ROD INSPECTION WELL DETAIL SCALE: N.T.S.3E-5 TYPICAL GROUND ROD DETAIL SCALE: N.T.S.4E-5 FENCE GROUNDING DETAIL SCALE: N.T.S.2E-5