HomeMy WebLinkAboutR-2025-109 SP-091-06 MOD VA-021025 - Tesla IncRESOLUTION NO. 2025 –109
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA, APPROVING THE SITE PLAN MODIFICATION (SP-91-
06MOD) AND VARIANCE (VA-021-25) APPLICATIONS TO MODIFY THE
LANDSCAPING REQUIREMENT AND APPROVE ELECTRIC VEHICLE CHARGING SPACES ON THE PROPERTY, SUBMITTED BY THE APPLICANT, TESLA INC., FOR PROPERTIES LOCATED AT 2061, 2071 AND 2081 GRIFFIN ROAD, IN THE CITY OF DANIA BEACH, FLORIDA;
PROVIDING FOR CONFLICTS; FURTHER, PROVIDING FOR AN
EFFECTIVE DATE. WHEREAS, the Legislature of the State of Florida has, in Chapter 166, Florida Statutes,
conferred upon local governments the authority to adopt regulations designed to promote the
public health, safety, and general welfare of its citizenry; and
WHEREAS, the City Code of Ordinances, Chapter 28, entitled “Land Development Code”
(“LDC”) of Part 6, entitled 'Development Review Procedures and Requirements’ of Article 635,
entitled “Site Plans” of Section 635-80, provides that site plan modifications or deviations are
required prior to commencement of construction; and
WHEREAS, the Applicant has requested a site plan modification and variance at the
properties legally described in Exhibit "A", a copy of which is made a part of and incorporated
into this Resolution by this reference; and
WHEREAS, Griffin Road One LLC., and Tesla Inc. (the “Applicants”), applied to the City
of Dania Beach (the “City”) for approval of a site plan modification (SP-091-06MOD) to convert
sixty (60) existing parking spaces to fifty-four (54) electric vehicle charging spaces as attached as
Exhibit “B”, and is incorporated into this resolution by this reference; and
WHEREAS, Chapter 28, Part 6 of the LDC, Article 625, entitled "Variances," Section 625-
40 states that the City Commission may grant a variance based on its determination that the
petitioner has demonstrated that the necessary criteria identified in the LDC have been satisfied;
and
WHEREAS, the Applicant has requested a Variance to reduce the required perimeter
landscape buffer from ten feet (10’) to six feet and eight inches (6’8”), as required by Section 275-
120 of the LDC, to allow for the installation of electric vehicle chargers and mechanical equipment
associated with the electric vehicle chargers (VA -021-25); and
2 RESOLUTION #2025-109
WHEREAS, the requested variance is consistent with, and in furtherance of, the goals,
objectives, and policies of the adopted Comprehensive Plan, as amended from time to time, and
all other similar plans adopted by the city; and
WHEREAS, the Applicant has provided sufficient justification demonstrating compliance
with the approval criteria to meet the requirements of the Code; and
WHEREAS, the City’s Staff Report analyzes the applicant’s request based on the criteria
and supports the Applicant’s request, and is incorporated by reference herein as the City’s findings
WHEREAS, the City Commission conducted a duly noticed public hearing in accordance
with Article 610 of the LDC; and
WHEREAS, the City Commission finds that approval of the Site Plan Modification (SP-
091-006MOD and Variance (VA-021-25) to permit the future development of the subject property
pursuant to and consistent with the attached site plan provided as Exhibit "B", a copy of which is
made a part of and incorporated into this resolution; and
WHEREAS, the City Commission finds that approval of the Site Plan Modification (SP-
091-006MOD and Variance (VA-021-25) are consistent with the City's Land Development Code
and Comprehensive Plan and will protect the health, safety, and welfare of the residents of the
City, and furthers the purpose, goals, objectives, and policies of the Comprehensive Plan.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF DANIA BEACH, FLORIDA:
Section 1. That the foregoing “WHEREAS” clauses are ratified and confirmed as
being true and correct and that they are made a part of incorporated into this resolution by
reference.
Section 2. That pursuant to Chapter 28 LDC, Part 6 “Development Review Procedures
and Requirements,” Article 635 “Site Plan,” the following Site Plan Modification (SP-091-
06MOD), attached as Exhibit “B”, a copy of which is made a part of and incorporated into this
Resolution by this reference, is approved.
Section 3. That pursuant to Chapter 28, "Land Development Code", Part 6
“Development Review Procedures and Requirements," Article 625 "Variances, the Variance
application (VA-021-25) is approved as consistent with the Site Plan provided in Exhibit "a".
Section 4. That the approvals granted by this Resolution are subject to the Applicant’s
compliance with the following conditions:
3 RESOLUTION #2025-109
1. The project shall monitor the operation of the parking spaces and charging stations to
ensure that vehicle queuing or overflow does not impact internal intersections, Griffin
Road, or Ravenswood Road/Anglers Avenue. If the actual operational impacts exceed
those identified in the Traffic Impact Study, the City may require the implementation of
mitigation measures to address project-related traffic concerns. (Traffic/ Engineering).
2. During building permitting, the applicant shall demonstrate that the site meets the intent
of the city code section Ch 27-227 and provide a copy of the BC SWM License.
(Engineering)
3. In the event that the proposed construction causes adverse drainage effects to the
surrounding areas, it is the responsibility of the owner of the development to address the
concerns of the neighbors and provide a solution at the owner’s expense. (Engineering)
4. All ADA areas and routes shall be ADA compliant. (Engineering)
5. Additional comments may apply and will need to be addressed prior to Building Permit
approval. (Engineering);
6. All outside agency permits and approvals are due at the time of building permitting., and
'in accordance with Americans with Disability Act (ADA). (Engineering)
7. A Broward County Stormwater Management License modification may be necessary for
the proposed improvements and shall be provided at the time of building permitting.
(Engineering)
8. STORMWATER PLAN: Per the Dania Beach Code of Ordinances, Chapter 27, Section
27-227, “a stormwater management plan shall be submitted to the City for all projects that
add impervious area or modify pervious area, whether or not City Commission approval
is required.” Please provide a stormwater management plan for engineering review and
comment. New pervious calculations are required. (Planning and Zoning)
9. The existing eight-foot (8’) tall hedges along Ravenswood Road in the Perimeter
Landscape Buffer be maintained to meet Code Section 511-40 (C): Where hedges are
utilized and adequate space exists, a tiered effect is required. The existing eight-foot (8’)
hedge must be maintained to have a tiered effect. (Planning and Zoning)
10. Removal of the storage containers after the expiration of the temporary storage container
permit. (Planning and Zoning)
11. The developer is required to participate in the City’s Public Art program, as delineated in
Article 811 of the Land Development Code, by payment into the City’s Public Art fund or
through payment and installation of public art. The amount of the Public Art Fund
contribution is dependent on the value of the construction, which will be established at the
time of building permit submittal (Planning and Zoning).
12. All proposed businesses shall apply for a Certificate of Use and Business Tax Receipt
before operating to the public. (Planning and Zoning)
13. The proposed forty-eight-inch (48”) hedges that will screen the mechanical equipment
must be maintained in a manner to allow them to grow so that they completely screen the
mechanical equipment. (Planning and Zoning).
4 RESOLUTION #2025-109
Section 5. That pursuant to LDC Section 635-100 “Expiration of Site Plans,” the Site
Plan Modification (SP-091-06MOD) approval shall automatically expire and become null and
void unless the Applicant commences with construction of the improvements shown on the Site
Plan, within eighteen (18) months from the date of this Resolution.
Section 6. That pursuant to Section 625-500 “Expiration of Variances,” of the Land
Development Code, the variance (VA-001-25) shall automatically expire and become null and void
unless the applicant files a complete building permit application with construction drawings for
the improvements shown on the site plan, within eighteen (18) months from the date of this
Resolution.
Section 7. That the issuance of a development order by a municipality does not in any
way create any right on the part of an Applicant to obtain a permit from a state or federal agency,
and does not create any liability on the part of the municipality on the part the municipality for
issuance of the development order if the Applicant fails to obtain requisite approvals or does not
fulfill the obligations imposed by a state or federal agency, or undertakes actions that result in a
violation of state or federal law.
Section 8. That the associated Planning & Zoning Division Staff Report prepared for
the above application(s) is incorporated into this resolution as findings of fact.
Section 9. That all resolutions or parts of resolutions in conflict with this Resolution
are repealed to the extent of such conflict.
Section 10. That this resolution shall become effective 10 days after passage.
PASSED AND ADOPTED on July 8, 2025.
Motion by Vice Mayor Salvino, second by Commissioner Lewellen.
FINAL VOTE ON ADOPTION: Unanimous X
Yes No
Commissioner Lori Lewellen ____ ____
Commissioner Luis Rimoli ____ ____
Commissioner Archibald J. Ryan IV ____ ____
Vice Mayor Marco Salvino ____ ____
Mayor Joyce L. Davis ____ ____
5 RESOLUTION #2025-109
ATTEST:
ELORA RIERA, MMC JOYCE L. DAVIS CITY CLERK MAYOR
APPROVED AS TO FORM AND CORRECTNESS:
EVE A. BOUTSIS CITY ATTORNEY
6 RESOLUTION #2025-109
EXHIBIT A
LEGAL DESCRIPTION
2061 GRIFFIN ROAD, DANIA BEACH:
AIRPORT COMMERCE CENTER 175-38 B PORTION PARCEL A DESC AS BEG AT NE
COR PAR A,SE 373.83 ALG E/L,SW 64.69,NW 188.33,SW 60,SE 141, NE 18,SE 47.46,SW
214.12,NW 173.91,SW 29.64,NW 194,NE 349.01 TO POB AKA:HOTEL TWO PARCEL
2071 GRIFFIN ROAD, DANIA BEACH:
AIRPORT COMMERCE CENTER 175-38 B PORTION PARCEL A,DESC AS COMM AT NE
COR PAR A,SE 373.83 TO POBCONT SE 199.17 ALG E/L,SW 42.05 SW 17.29,NW 51.42,SW
390.44,NW 107.27,SW 145.02,NW 71.33,NE 311.48,NW 50.10,NE 214.12,NW 47.46,SW
18,NW 141,NE 60,SE 188.33,NE 64.69 TO POB AKA:OFFICE PARCEL
2081 GRIFFIN ROAD, DANIA BEACH:
AIRPORT COMMERCE CENTER PLAT 175-38 B PORTION PARCEL A DESC AS COMM
ATNE COR PAR A,SW 349.01 ALG N/L, TO POB,SW 270.89,SE 262.19,SW 101.24,SE
51.18,NE 311.48,NW 224.01,SW 29.64,NW 194 TO POB AKA: HOTEL ONE PARCEL
7 RESOLUTION #2025-109
EXHIBIT B
(SP-091-06MOD)
SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
T-1
TITLE SHEET
FORT LAUDERDALE, FL - GRIFFIN RD.
TRT ID: 34112
SITE ADDRESS:
2081 GRIFFIN RD.
FORT LAUDERDALE, FL 33004
SITE
CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS ANDCONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE TESLAREPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THEWORK OR BE RESPONSIBLE FOR SAME.
PROPOSED TESLA EV SITE ADDRESS:2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
PROPERTY OWNER:GRIFFIN ROAD ONE LLC225 NE MIZNER BLVD #430BOCA RATON, FL 33432-4078
PARCEL ID:PARCEL ID: 504228170010
POWER COMPANY:FPLCONTACT: ALONZO RUSSELLPHONE: (954) 717-2096EMAIL: ALONZO.RUSSELL@FPL.COMWORK ORDER: #13660625
COUNTY:BROWARD COUNTY
LATITUDE*:26° 03' 50.9" N
LONGITUDE*:80° 10' 06.1" W*BASED ON GOOGLE EARTH
CONTACT ENGINEER:NATHAN R. KREUSER, P.E.DEWBERRY ENGINEERS INC.(321) 354-9755NKREUSER@DEWBERRY.COM
LANDSCAPE ARCHITECT:MICHAEL URCHUK, RLADEWBERRY ENGINEERS INC.
(321) 354-9744MURCHUK@DEWBERRY.COM
DEVELOPER:TESLA3500 DEER CREEK ROADPALO ALTO, CA 94304GABRIELA ARAQUE
(786)400-7836GARAQUE@TESLA.COM
N N
SITE INFORMATION APPLICABLE CODES
ZONING INFORMATION
DRAWING INDEX
CONTRACTOR NOTE
AERIAL MAP LOCATION MAP
CALL BEFORE YOU DIG
BEFORE SCALING
SITE
SHEET TITLESHT. NO.
TITLE SHEET
DETAILED SITE PLAN
T-1
C-1
EQUIPMENT/PARKING PLAN
C-2
C-3
EXISTING CONDITIONS PLAN
ELECTRICAL ONE-LINE DIAGRAM IE-1
SUNSHINE 811
811 OR (813) 223-0800
CONTRACTOR SHALL COMPLETE INSTALL PER THE SIGNEDAND SEALED SET OF DRAWINGS. ANY NECESSARYDEVIATIONS FROM THE DRAWINGS MUST BE SUBMITTEDTHROUGH AN RFI REQUEST PROCESS WITH ENGINEERINGFOR AN APPROVAL PRIOR TO CONTRACTOR PROCEEDINGWITH A DEVIATION OF THE SIGNED AND SEALED SET OFDRAWINGS.
x INSTALL (2) 480V PAD MOUNTED UTILITY TRANSFORMERSxINSTALL (1) 3000A SWITCHGEARxINSTALL (1) 4000A SWITCHGEARxINSTALL (1) LEVEL 2 CABINETxINSTALL (12) TESLA SUPERCHARGER CABINETSxINSTALL (48) TESLA STANDALONE LEVEL 3 CHARGEPOSTSxINSTALL (6) TESLA LEVEL 2 CHARGERSxINSTALL (4) WASTE MANAGEMENT BINS
PERMITTING JURISDICTION: CITY OF DANIA BEACHAPN: 504228170010
ELECTRICAL ONE-LINE DIAGRAM IIE-2
E-3
ALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODESFLORIDA STATE UNIFORM BUILDING & ENERGY CODES, CONSISTENT WITH THE FOLLOWINGCODES:x 2023 FBC-BUILDING, 8TH EDITION - (IBC 2021 WITH AMENDMENTS).x 2023 FBC-ENERGY CONSERVATION, 8TH EDITION (IECC 2021 WITH AMENDMENTS).x 2020 NATIONAL ELECTRIC CODE (NEC).x 8TH EDITION OF THE FLORIDA FIRE PREVENTION CODE.IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL PREVAIL.
PROJECT DESCRIPTION
WIND DESIGN DATA:x ULTIMATE WIND SPEED = 156 MPH (PER FBC 8th EDITION SECTION 1620.2)x OCCUPANCY CATEGORY: IxWIND IMPORTANCE FACTOR: I = 1.0xWIND EXPOSURE CATEGORY: CSEISMIC DESIGN DATA:x OCCUPANCY CATEGORY: IxSEISMIC IMPORTANCE FACTOR: I = 1.00xSITE CLASS: D (ASSUMED)x MAPPED SPECTRAL RESPONSE COEFFICIENTS:Ss = 0.05 S1 = 0.022xDESIGN SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.045 SD1 = 0.031xSEISMIC DESIGN CATEGORY: AASSUMED SOIL PROPERTIES:x ALLOWABLE BEARING PRESSURE: 1,500 PSFxALLOWABLE LATERAL BEARING PRESSURE: 100 PSF/FT
STRUCTURAL DESIGN CRITERIA
GENERAL NOTES IGN-1
GENERAL NOTES IIGN-2
CONSTRUCTION DETAILS IC-4
CONSTRUCTION DETAILS IIC-5
CONSTRUCTION DETAILS IIIC-6
CONSTRUCTION DETAILS IVC-7
E-4
E-5
E-6
CONSTRUCTION DETAILS VC-8
ELECTRICAL & UTILITY DETAILS I
ELECTRICAL & UTILITY DETAILS II
G-1 GROUNDING SCHEMATIC & DETAILS
PANEL SCHEDULES
C-1A CONSTRUCTION STAGING PLAN
OVERALL SITE PLANSP-1
EXISTING LANDSCAPE PLANLS-1
PROPOSED LANDSCAPE PLANLS-2
LANDSCAPE DETAILSLS-3
ELECTRICAL & UTILITY DETAILS III
EASEMENT & UTILITY PLANC-3A
CONSTRUCTION DETAILS VIC-9
ZONING DATA PLANSP-2
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:47:57-04'00'
SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
GN-1
GENERAL NOTES I
GENERAL NOTES:SITE WORK NOTES:
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:47:58-04'00'
SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
GN-2
GENERAL NOTES II
REINFORCED CONCRETE NOTES:
ELECTRICAL NOTES:TRAFFIC MANAGEMENT NOTES:
HORIZONTAL DIRECT DRILLING NOTES:
’
“”
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:47:58-04'00'
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SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
SP-1
EXISTING PARKING REQUIREMENTS
(PREVIOUS APPROVAL)
PROPOSED USE SPACES REQUIRED SPACES PROVIDED
WENDY'SRESTAURANT (1/50 S.F. OF CUSTOMER AREA) 1,562.41 / 50 = 32 43
23 ONSITE(INCLUDING 2 ADA)(1/200 S.F. OF REMAIN GROSS BLDG.AREA)1,863.14 / 200 = 10 (INCLUDING 2 ADA)
(1/200 S.F. OUTDOOR SEATING AREA)64.67 = 200 = 1
PARKING PROVIDED PER LEASE AGREEMENT FROM SITE SURPLUS PARKING
(30 SURPLUSAREA)
BICYCLE PARKING REQUIRED
10% OF PARKING SPACES 43 x 10% = 4.3 SPACES
TOTAL BICYCLE PARKING PROVIDED:5 SPACES
FAIRFIELD INN(157 ROOMS)(1) SP. PER EACH ROOM (1.5 SP x 157 RMS) = 157 RMS
190(INCLUDING 6 ADA)180(INCLUDING 6 ADA)(10) SPACES PER 1,000 S.F. OF FLOORAREA DEVOTED TO BALLROOMS, MEETINGROOMS, RESTAURANTS, LOUNGES, SHOPSAND OTHER ACCESSORY USES
(3,279 S.F./1,000 S.F.)x10 = 33 RMS
HOMEWOODSUITES(124 ROOMS)
(1) SP. PER EACH ROOM (1 SP x 124 RMS) = 124 RMS
216(INCLUDING 7 ADA)147(INCLUDING 8 ADA)(10) SPACES PER 1,000 S.F. OF FLOORAREA DEVOTED TO BALLROOMS, MEETINGROOMS, RESTAURANTS, LOUNGES, SHOPSAND OTHER ACCESSORY USES
(9,167 S.F./1,000 S.F.)x10 = 92 RMS
PARKING LOT TOTAL ADDITIONAL (SURPLUS) PARKING PROVIDED 187
TOTAL PARKING REQUIRED (INCLUDING ADA):449 SPACES
TOTAL ADA PARKING REQUIRED 15 SPACES
TOTAL EXISTING PARKING PROVIDED (INCLUDING ADA):567 SPACE
TOTAL EXISTING ADA PARKING PROVIDED 16 SPACES
TOTAL FINAL PARKING PROVIDED (INCLUDING ADA & EV) 561 SPACES (SEE PROPOSED EV STALL TABLE FOR BREAKDOWN)
TOTAL FINAL ADA PARKING PROVIDED (INCLUDING EV)19 SPACES
PROPOSED EV PARKING STALLS
EXISTING
STALLS TO BE UTILIZED 60 SPACES
PROPOSED
PROPOSED LEVEL 3 STALLS 46 SPACES
PROPOSED LEVEL 3 ADA STALLS 2 SPACES
PROPOSED LEVEL 2 STALLS 5 SPACES
PROPOSED LEVEL 2 ADA STALLS 1 SPACE
TOTAL PROPOSED EV STALLS 54 SPACES
NET STALL CHANGE -6
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ANGLERS AVENUE
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BOOK 45442, PAGE 343APN: 5042 28 17 0030OWNER: GRIFFIN ROAD THREE LLC
BOOK 45442, PAGE 335APN: 5042 28 17 0010OWNER: GRIFFIN ROAD ONE, LLC
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S01°36'04"E 119.27'
N05°14'32"E 101.24'
S01°32'38"E 173.91'
S01°32'15"E50.10'
∆=0
°
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9
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S01°36'04"E12.00'
APN: 5042 28 01 0190OWNER: SDS DEVELOPMENTAND TRUST LLC
APN: 5042 28 17 0020OWNER: GRIFFIN ROAD TWO LLC
HOMEWOODSUITES
WENDY'SRESTAURANT
FAIRFIELD INN
NOTES:
1. SPACES REQUIRED REFERENCED FROM DANIA BEACH CODE OF ORDINANCES, SEC. 265-50. EXISTING PARKING DATA TAKEN FROM PREVIOUS
SITE PLAN COMPLETED BY CKE GROUP INC., DATED 12/17/15 & CITY OF DANIA BEACH COMMUNITY DEVELOPMENT STAFF REPORT, DATED01/16/16 (SE-123-15/SE-81-15/VA-84-15/SP-80-15). CURRENT PARKING LOT CONFIGURATION AND STALL TOTALS HAVE NOT BEENVERIFIED BY DEWBERRY ENGINEERS AND VALUES INCLUDED IN THIS TABLE ARE FOR REFERENCE ONLY.
Existing ADAStalls (Qty.-2)
Existing ADAStalls (Qty.-3)
Existing ADA
Stalls (Qty.-3)
Existing ADA
Stalls (Qty.-2)
Existing ADAStalls (Qty.-2)
Existing ADA
Stalls (Qty.-2)
Existing ADAStalls (Qty.-2)
OVERALL SITE PLAN
SCALE:1"=80' FOR 11"x17"1"=40' FOR 22"x34"
40'0'80'
1OVERALL SITE PLAN
NOTES:
1. SITE PLAN BASED ON ENGINEERING DESIGN SURVEY: APORTION OF THE NE 1/4 OF SECTION 9, TOWNSHIP 29SOUTH, RANGE 20 EAST, TALLAHASSEE MERIDIAN, BROWARDCOUNTY, FL BY CLARK LAND SURVEYING, INC. DATED04/04/24.
2. UTILITY CONNECTION TO BE MADE UNDER FPL UTILITIESSTANDARDS, CONFIRM FINAL DESIGN PRIOR TO CONSTRUCTION,FPL WORK ORDER #13660625.
3. IDENTIFY EXISTING UNDERGROUND UTILITIES LOCATED WITHINAREA OF PROPOSED TRENCH & EQUIPMENT SITE AREA. HANDDIG AND RELOCATE AS REQUIRED.
4. EXISTING STORM DRAIN INLETS TO BE COVERED WITH SILTBAG DURING CONSTRUCTION.
5. SLOPES SHOWN ARE BASED ON SURVEY PROVIDED ELEVATIONPOINTS AND LINEAR INTERPOLATION. CONTRACTOR TO CONFIRMADA/ACCESSIBLE STRIPING & ASSOCIATED STALLS HAVE <2%GRADE IN ALL DIRECTIONS.
6. THE PROPOSED PROJECT RESULTS AN AN INCREASE OFIMPERVIOUS AREA THAT HAS BEEN DETERMINED TO HAVE NOADVERSE AFFECTS ON THE EXISTING STORMWATER SYSTEM.SEE COMPLETED MEMORANDUM BY DEWBERRY ENGINEERS INC.
DATED 06/05/25.
7. CONTRACTOR TO PLACE 'CHARGE FROM THIS SIDE' & 'DO NOTCHARGE FROM THIS SIDE' STICKERS AT EACH POST PERTESLA DIRECTION. CONTRACTOR TO COORDINATE W/ TESLA CM
FOR STICKER PLACEMENT & HEIGHT.
8. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL COMPLY WITHMUTCD, BROWARD COUNTY TRAFFIC ENGINEERING DIVISION,AND THE CITY STANDARDS.
9. NO RESURFACING OR PAVEMENT RESTORATION IS PROPOSEDFOR THIS PROJECT, STALL RESTRIPING ONLY.
APN: 5042 28 01 0192OWNER: BROWARD COUNTY
±8'-6"±12'-8"±6'-8"
SITE DATA
DESCRIPTION QUANTITY
TOTAL SITE AREA 8.14 AC
EXISTING SITE AREAS
IMPERVIOUS AREA 6.23 AC (76.5%)
PERVIOUS AREA 1.91 AC (23.5%)
PROPOSED SITE AREAS
PERVIOUS AREA PROPOSED FORREMOVAL (PER PROJECT PLANS)1,396 S.F. (0.03 AC)
IMPERVIOUS AREA 6.26 AC (76.9%)
PERVIOUS AREA 1.88 AC (23.1%)
CHANGE IN IMPERVIOUS AREA*+0.03 AC (+0.4%)
SITE DATA INCLUDING EXISTING PERVIOUS AND IMPERVIOUS AREASREFERENCED FROM PREVIOUS DRAINAGE CALCULATION REPORT BY ZAMORA &ASSOCIATES, INC. DATED 03/14/08.
* THE PROPOSED PROJECT RESULTS AN AN INCREASE OF IMPERVIOUS AREATHAT HAS BEEN DETERMINED TO HAVE NO ADVERSE AFFECTS ON THEEXISTING STORMWATER SYSTEM. SEE COMPLETED MEMORANDUM BY DEWBERRYENGINEERS INC. DATED 06/05/25.
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:00-04'00'
E
E
WV
WV WV
WV
WV
WV WV
WV
WV
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IVIV
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IVIV IVIV
IVIV
IVIV
IV
IVIV
IV
IV
IV
IB
IV
COCOCO
CO
CO
CO
CO
IVIV
SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
SP-2
ZONING DATA PLAN
SCALE:1"=120' FOR 11"x17"1"=60' FOR 22"x34"
60'0'120'
1ZONING DATA PLAN
ANGLERS AVENUE
(PUBLIC R.O.W. VARIES)C-2
1
C-3
1
BOOK 45442, PAGE 343APN: 5042 28 17 0030OWNER: GRIFFIN ROAD THREE LLC
BOOK 45442, PAGE 335APN: 5042 28 17 0010OWNER: GRIFFIN ROAD ONE, LLC
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APN: 5042 28 010190OWNER: SDSDEVELOPMENT ANDTRUST LLC
APN: 5042 28 17 0020OWNER: GRIFFIN ROAD TWO LLC
HOMEWOODSUITES
WENDY'SRESTAURANT
FAIRFIELDINN
CITY OF DANIA BEACH ZONING DATA
PARCEL NO.DESCRIPTION
5042-28-17-0010
ZONE: IROM - INDUSTRIAL-RSRCH-OFFICE-MARINE, OVERLAY DISTRICT: HO - DISTRICT OVERLAYUSE CODE 39-02 HOTEL - LIMITED SERVICE WITHOUT FOODABBREVIATED LEGAL DESCRIPTION AIRPORT COMMERCE CENTER PLAT 175-38 B PORTION PARCEL A DESC AS COMM AT NE CORPAR A,SW 349.01 ALG N/L, TO POB,SW 270.89,SE 262.19,SW 101.24,SE 51.18,NE 311.48,NW 224.01,SW 29.64,NW 194 TO POBAKA: HOTEL ONE PARCEL.GROSS ACRES: 2.76BLDG. S.F.: 78,143
5042-28-17-0020
ZONE: IROM - INDUSTRIAL-RSRCH-OFFICE-MARINE, OVERLAY DISTRICT: HO - DISTRICT OVERLAYUSE CODE 39-02 HOTEL - LIMITED SERVICE WITHOUT FOODABBREVIATED LEGAL DESCRIPTION AIRPORT COMMERCE CENTER 175-38 B PORTION PARCEL A DESC AS BEG AT NE COR PARA,SE 373.83 ALG E/L, SW 64.69,NW 188.33,SW 60,SE 141, NE 18,SE 47.46,SW 214.12,NW 173.91,SW 29.64,NW 194,NE 349.01TO POB AKA:HOTEL TWO PARCEL.GROSS ACRES: 2.62BLDG. S.F.: 99,520
5042-28-17-0030
ZONE: IROM - INDUSTRIAL-RSRCH-OFFICE-MARINE, OVERLAY DISTRICT: HO - DISTRICT OVERLAYUSE CODE 22-01 RESTAURANTS - FAST FOOD, FRANCHISEABBREVIATED LEGAL DESCRIPTION AIRPORT COMMERCE CENTER 175-38 B PORTION PARCEL A,DESC AS COMM AT NE COR PARA,SE 373.83 TO POB CONT SE 199.17 ALG E/L,SW 42.05 SW 17.29,NW 51.42,SW 390.44,NW 107.27,SW 145.02,NW 71.33,NE311.48,NW 50.10,NE 214.12,NW 47.46,SW 18,NW 141,NE 60,SE 188.33,NE 64.69 TO POB AKA:OFFICE PARCEL.GROSS ACRES: 2.77BLDG. S.F.: 3,412
5042-28-01-0190
ZONE: IROM - INDUSTRIAL-RSRCH-OFFICE-MARINE, OVERLAY DISTRICT: HO - DISTRICT OVERLAYUSE CODE 22-01 RESTAURANTS - FAST FOOD, FRANCHISEABBREVIATED LEGAL DESCRIPTION REED LAND CO SUB 2-32 D 28-50-42 TH PT OF LOT 12 BLK 3 DESC AS E 150 OF W185 OF N 150 OF S 185 OF SEC 28 LESS PARCEL 1 E OF CA #81-7143 FOR RD.GROSS ACRES: 0.39BLDG. S.F.: 1,751
5042-28-01-0192
ZONE: IROM - INDUSTRIAL-RSRCH-OFFICE-MARINE, OVERLAY DISTRICT: HO - DISTRICT OVERLAYUSE CODE 94 RIGHT-OF-WAY, STREETS, ROADS, IRRIGATION CHANNEL, DITCH, ETCABBREVIATED LEGAL DESCRIPTION: PLAT OF SECTIONS 28,29,31 & 32 2-32 D 28-50-42 THAT PT OF LOT 12 BLK 3 DESC AS:COMM SW COR OF SW1/4 OF SEC 28, E 676.20,N 65.75 TO POB,W 184.39 NWLY 61.19,W 100,SWLY 37.95,W 109.61,N 119.24,W145,N 490 M/L, W 5,S 490 M/L,E 5,E 145,S 119.24 S 30.76,E 490,N 30.76 TO POB.GROSS ACRES: 0.06BLDG. S.F.: 0
5042-28-01-0200
ZONE: IROM-AA - INDSTRL-RSRCH-OFFICE-MRNE-AA, OVERLAY DISTRICT: HO - DISTRICT OVERLAYUSE CODE 20-12 MARINA-SLIPS / GROUND STORAGEABBREVIATED LEGAL DESCRIPTION: REED LAND CO SUB 2-32 B 28-50-42 PORTION OF TRACT 13 BLK 3 LYING W OF SALR/W LESS S 669 THEREOF TOG WITH W 30 OF S 669 OF TRACT 13 BLK 3 LESS S 35 & LESS PT DESC AS:COMM AT SW COROF SW1/4 OF SAID SEC 28, E 706.1, N 65.75 TO POB, W 30.01, S 30.76, E 30.01, N 30.76 TO POB.GROSS ACRES: 0.63BLDG. S.F.: 15,930
5042-28-05-0010
ZONE: IROM - INDUSTRIAL-RSRCH-OFFICE-MARINEUSE CODE 22-11 MARINA - SLIPS / RACK STORAGEABBREVIATED LEGAL DESCRIPTION: RAVENSWOOD RIDGE AMEN 43-5 B THAT PART OF TR A TOGETHER WITH THAT PART OF LOT11 OF REED LAND CO SUB 2-32 D DESC AS BEG SW COR OF TR 11,N 302.54,ELY 260.19,NLY 19.38,NELY 108.61,NELY 103,SLY 71.98,ELY 204.19 TO PT ON E/L OF TR 11,SLY 285.91,WLY 671.87 TO POB,LESS W 35 FOR RD R/W & LESS W 5'THEREOF AKA:SOUTH PARCEL.GROSS ACRES: 4.45BLDG. S.F.: 13,282
5042-28-15-0010
ZONE: C-4 - GENERAL COMMERCIALUSE CODE 48-03 WAREHOUSE - MINI STORAGE (ENCLOSED)ABBREVIATED LEGAL DESCRIPTION: WLA QUINTA PLAT I 147-30 B PARCEL A.GROSS ACRES: 0.93BLDG. S.F.: 137,585
5042-29-06-0060
ZONE: C-2 - COMMUNITY BUSINESSUSE CODE 27-04 GARAGE/AUTO BODY/AUTO PAINT SHOPABBREVIATED LEGAL DESCRIPTION: WEST DANIA HEIGHTS 23-49 B LOT 7 LESS COMM AT SE COR OF SE1/4,NLY 235.34,WLY 52TO POB,NLY 49.99 TO BEG OF CUR, NLY & WLY 39.28,ELY 17 TO BEG OF CUR,ELY & SLY 39.28,SLY 49.99 WLY 17 TO POBBLK 1.GROSS ACRES: 0.22BLDG. S.F.: 3,006
5042-29-06-0070
ZONE: C-2 - COMMUNITY BUSINESSUSE CODE 27-04 GARAGE/AUTO BODY/AUTO PAINT SHOPABBREVIATED LEGAL DESCRIPTION: WEST DANIA HEIGHTS 23-49 B LOT 8 LESS RD AS DESC IN PARCEL #79-W,CA 82-9401BLK 1.GROSS ACRES: 0.23BLDG. S.F.: 1,231
5042-29-06-0080
ZONE: C-2 - COMMUNITY BUSINESSUSE CODE 26-02 SERVICE STATION (WITH SMALL CONVENIENCE STORE)ABBREVIATED LEGAL DESCRIPTION: WEST DANIA HEIGHTS 23-49 B LOT 9 LESS RD AS DESC IN PARCEL NO 78-W OF C A82-10815 BLK 1.GROSS ACRES: 0.28BLDG. S.F.: 924
5042-29-06-0180
ZONE: C-2 - COMMUNITY BUSINESSUSE CODE 48-01 WAREHOUSINGABBREVIATED LEGAL DESCRIPTION: WEST DANIA HEIGHTS 23-49 B LOT 7 BLK 2.GROSS ACRES: 0.24BLDG. S.F.: 2,857
5042-29-06-0190
ZONE: C-2 - COMMUNITY BUSINESSUSE CODE 17-01 OFFICE BUILDING - NON PROFESSIONAL, 1 STORYABBREVIATED LEGAL DESCRIPTION: WEST DANIA HEIGHTS 23-49 B LOT 8 BLK 2.GROSS ACRES: 0.24BLDG. S.F.: 3,367
5042-29-06-0200
ZONE: C-2 - COMMUNITY BUSINESSUSE CODE 48-01 WAREHOUSINGABBREVIATED LEGAL DESCRIPTION: WEST DANIA HEIGHTS 23-49 B LOT 9 BLK 2.GROSS ACRES: 0.24BLDG. S.F.: 2,400
5042-29-06-0210
ZONE: C-2 - COMMUNITY BUSINESSUSE CODE 12-01 MIXED STORE OR OFFICE AND RESIDENTIALABBREVIATED LEGAL DESCRIPTION: WEST DANIA HEIGHTS 23-49 B LOT 10 LESS COMM SE COR OF SE1/4 SEC 29-50-42,NLY435.47, WLY 46.45 TO POB,SWLY 46.56, SLY 3.91 TO P/C,SLY & WLY ARC DIST 39.26,NE 17 TO P/C,ELY & NLY ARC DIST39.26,NLY 50.13, SWLY 11.45 TO POB BLK 2.GROSS ACRES: 0.23BLDG. S.F.: 1,736
5042-29-33-0010
ZONE: IROM - INDUSTRIAL-RSRCH-OFFICE-MARINEUSE CODE 48-09 WAREHOUSE - FLEXABBREVIATED LEGAL DESCRIPTION: THE DON TRACT 113-44 B PARCEL A,B.GROSS ACRES: 9.03BLDG. S.F.: 142,079NOTES:
1. SITE PLAN BASED ON ENGINEERING DESIGN SURVEY: APORTION OF THE NE 1/4 OF SECTION 9, TOWNSHIP 29SOUTH, RANGE 20 EAST, TALLAHASSEE MERIDIAN, BROWARDCOUNTY, FL BY CLARK LAND SURVEYING, INC. DATED04/04/24.
2. UTILITY CONNECTION TO BE MADE UNDER FPL UTILITIESSTANDARDS, CONFIRM FINAL DESIGN PRIOR TO CONSTRUCTION,FPL WORK ORDER #13660625.
3. IDENTIFY EXISTING UNDERGROUND UTILITIES LOCATED WITHINAREA OF PROPOSED TRENCH & EQUIPMENT SITE AREA. HANDDIG AND RELOCATE AS REQUIRED.
4. EXISTING STORM DRAIN INLETS TO BE COVERED WITH SILTBAG DURING CONSTRUCTION.
5. SLOPES SHOWN ARE BASED ON SURVEY PROVIDED ELEVATIONPOINTS AND LINEAR INTERPOLATION. CONTRACTOR TO CONFIRMADA/ACCESSIBLE STRIPING & ASSOCIATED STALLS HAVE <2%GRADE IN ALL DIRECTIONS.
6. THE PROPOSED PROJECT RESULTS AN AN INCREASE OFIMPERVIOUS AREA THAT HAS BEEN DETERMINED TO HAVE NOADVERSE AFFECTS ON THE EXISTING STORMWATER SYSTEM.SEE COMPLETED MEMORANDUM BY DEWBERRY ENGINEERS INC.DATED 06/05/25.
7. CONTRACTOR TO PLACE 'CHARGE FROM THIS SIDE' & 'DO NOTCHARGE FROM THIS SIDE' STICKERS AT EACH POST PER
TESLA DIRECTION. CONTRACTOR TO COORDINATE W/ TESLA CMFOR STICKER PLACEMENT & HEIGHT.
8. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL COMPLY WITHMUTCD, BROWARD COUNTY TRAFFIC ENGINEERING DIVISION,AND THE CITY STANDARDS.
9. NO RESURFACING OR PAVEMENT RESTORATION IS PROPOSEDFOR THIS PROJECT, STALL RESTRIPING ONLY.
APN: 5042 28 01 0192OWNER: BROWARD COUNTY
APN: 5042 29 33 0010OWNER: G&I IX 2200 SW LLC
APN: 5042 29 06 0180OWNER: BLUESTARMARINE HOLDINGS LLC
APN: 5042 29 06 0190OWNER: BLUESTARMARINE HOLDINGS LLC
APN: 5042 29 06 0200OWNER: POINTER FAM REVLIV TR, POINTER, DEAN A TRS
APN: 5042 29 06 0210OWNER: SAHRIFEH, NASER & JEAN
APN: 5042 29 06 0060OWNER: POINTER FAM REV LIVTR, POINTER, DEAN A TRS
APN: 5042 29 06 0070OWNER: C & L SUNSHINEENTERPRISES INC
APN: 5042 29 06 0080OWNER: GRIFFIN PROPERTYINVESTMENT LLC
APN: 5042 28 01 0200OWNER: 2051 GRIFFIN ROAD LLC
APN: 5042 28 15 0010OWNER: TKG-STORAGEMART PARTNERS PORTFOLIO LLC
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:01-04'00'
E
EM
IV
WV
WM
IB
CO
E
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WV
WV WV
WV
WV
WV WV
WV
WV
WM
WMWM
WM
WM
WMWM
IV
IV
IV
IV
IV
IVIV IVIV
IVIV
IV
IV
IV
IVIV
IV
IV
IV
IB
IV
COCO CO
CO
CO
CO
CO
IVIV SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
C-1
SCALE:1"=60' FOR 11"x17"1"=30' FOR 22"x34"
30'0'60'
1DETAILED SITE PLAN
LEGEND
BOOK 45442, PAGE 343
APN: 5042 28 17 0030OWNER: GRIFFIN ROAD THREE LLC
BOOK 45442, PAGE 335
APN: 5042 28 17 0010OWNER: GRIFFIN ROAD ONE, LLC
AP
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:
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0
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2
2
8
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3
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1
4
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2
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S01°21'03"E 194.00'N8
8
°
3
9
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3
3
"
E
29
.
6
4
'
S01°32'33"E 224.01'
N01°36'02"W 262.19'N01°36'02"W51.18'
N01°36'09"W 92.71'
L1
S8
7
°
2
1
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1
9
"
W
8
6
.
7
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7
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3
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4
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1
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5
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0
2
'
S01°36'04"E 107.27'
N01°36'02"W 71.33'
S01°36'04"E 119.27'
N05°14'32"E 101.24'
S01°32'38"E 173.91'S01°32'15"E 50.10'
∆=0
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9
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R=
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8
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4
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ExistingBuilding
ANGLERS AVENUE
(PUBLIC R.O.W. VARIES)
GR
I
F
F
I
N
R
O
A
D
(
S
T
A
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(P
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.
V
A
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)
Existing Underground
Electric Line (Typ.)
Existing StormInlet (Typ.)
Existing Wheelstop(Typ.)
Existing UtilityPole (Typ.)
Existing Shrub(Typ.)
Existing Tree(Typ.)
Existing Light
Post (Typ.)
Existing StormDrain (Typ.)
9
9
9
9
8
9
8
9
9
9
8
9
9
8
9
8
9
9 1010 10
10
10
10
9
9
10
10
11
10
9
9
10
10
8
8
9
9
9
8
9
98
10
9
9
9
9
8
10
10
10
10
10
1010
10
99
9
9 9
9
9
9
9
9
9
10
9
9
9
9
C-2
1
C-3
1
DETAILED SITE PLAN
30'-0" UTILITYEASEMENT
20'-0" BUILDINGSETBACK
30'-0" UTILITYEASEMENT
10'-0" ELECTRICEASEMENT
40'-0"
ACCESS
EASEMENT
10'-0" ELECTRICEASEMENT
EQUIPMENT SHIPPED BY TESLA
EQUIPMENT QTY
GRAY 4" STANDARD DEEP MOUNTCRASHCORE BOLLARD 5
GRAY MINI OFFSET EV FLEX REBOUNDINGBOLLARD 50
V3.5 CABINET (4 POST)12
ACCESSIBLE USE LAST SIGN 3
V4 POST 48
GEN 3 TESLA 24FT 6
CABINET FUSE 12
ARUBA ACCESS POINT 5
4" SUPERFLEX CONDUIT (FT)1,542'
4" SUPERFLEX STRAIGHT COUPLER 20
4" DURALINE CONDUIT (FT)9,201'
4" ADAPTER - DURALINE TO PVC 96
4" COUPLER - DURALINE TO DURALINE 25
Existing Fence Gate(TO REMAIN)
Existing Fence
(TO REMAIN)
Existing Concrete Wall &Lattice Fence (6'-2" High)(TO REMAIN)
NOTES:
1. SITE PLAN BASED ON ENGINEERING DESIGN SURVEY: A PORTION OFTHE NE 1/4 OF SECTION 9, TOWNSHIP 29 SOUTH, RANGE 20 EAST,TALLAHASSEE MERIDIAN, BROWARD COUNTY, FL BY CLARK LANDSURVEYING, INC. DATED 04/04/24.
2. UTILITY CONNECTION TO BE MADE UNDER FPL UTILITIES STANDARDS,CONFIRM FINAL DESIGN PRIOR TO CONSTRUCTION, FPL WORK ORDER#13660625.
3. IDENTIFY EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREAOF PROPOSED TRENCH & EQUIPMENT SITE AREA. HAND DIG ANDRELOCATE AS REQUIRED.
4. EXISTING STORM DRAIN INLETS TO BE COVERED WITH SILT BAGDURING CONSTRUCTION.
5. SLOPES SHOWN ARE BASED ON SURVEY PROVIDED ELEVATIONPOINTS AND LINEAR INTERPOLATION. CONTRACTOR TO CONFIRMADA/ACCESSIBLE STRIPING & ASSOCIATED STALLS HAVE <2%GRADE IN ALL DIRECTIONS.
6. THE PROPOSED PROJECT RESULTS AN AN INCREASE OF IMPERVIOUSAREA THAT HAS BEEN DETERMINED TO HAVE NO ADVERSE AFFECTSON THE EXISTING STORMWATER SYSTEM. SEE COMPLETEDMEMORANDUM BY DEWBERRY ENGINEERS INC. DATED 06/05/25.
7. CONTRACTOR TO PLACE 'CHARGE FROM THIS SIDE' & 'DO NOTCHARGE FROM THIS SIDE' STICKERS AT EACH POST PER TESLADIRECTION. CONTRACTOR TO COORDINATE W/ TESLA CM FORSTICKER PLACEMENT & HEIGHT.
8. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL COMPLY WITHMUTCD, BROWARD COUNTY TRAFFIC ENGINEERING DIVISION, AND THECITY STANDARDS.
9. NO RESURFACING OR PAVEMENT RESTORATION IS PROPOSED FORTHIS PROJECT, STALL RESTRIPING ONLY.
10. RELOCATE SIX (6) EXISTING WHEELSTOPS TO THE SOUTHWESTSTALLS IN THE PARKING LOT .
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:02-04'00'
E
WV
IVIV IVIV
IVIV
IV
IV
CO
SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
C-1A
CONSTRUCTION STAGING
PLAN
Existing Light
Post (Typ.)
Existing Sign(Typ.)Existing Water
Valve (Typ.)
Existing FireHydrant (Typ.)
Existing Utility
Pole (Typ.)
ExistingTrash Area
Existing StormInlet (Typ.)(SEE NOTE 4)
Existing Tree
(Typ.)
Existing Fence(Typ.)
Existing Hedge
Row (Typ.)
Existing Storm
Drain (Typ.)
Existing Unknown
Manhole (Typ.)
Existing ParkingStriping (Typ.)
CONSTRUCTION FENCING
LEGEND
CONSTRUCTION PARKING
CONSTRUCTION DEBRIS STAGING AREA
EQUIPMENT STAGING AREA
SCALE:1"=30' FOR 11"x17"1"=15' FOR 22"x34"
15'0'30'
1CONSTRUCTION STAGING PLAN
CONSTRUCTIONFENCING
EQUIPMENT STAGING AREA
CONSTRUCTION DEBRISSTAGING AREA
CONSTRUCTIONPARKING
CONSTRUCTIONPARKING
Existing Fence (Typ.)
ANGLERS AVENUE
(PUBLIC R.O.W. VARIES)
NOTES:
1. SITE PLAN BASED ON ENGINEERING DESIGN SURVEY: A PORTION OFTHE NE 1/4 OF SECTION 9, TOWNSHIP 29 SOUTH, RANGE 20 EAST,TALLAHASSEE MERIDIAN, BROWARD COUNTY, FL BY CLARK LANDSURVEYING, INC. DATED 04/04/24.
2. UTILITY CONNECTION TO BE MADE UNDER FPL UTILITIES STANDARDS,CONFIRM FINAL DESIGN PRIOR TO CONSTRUCTION, FPL WORK ORDER#13660625.
3. IDENTIFY EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREAOF PROPOSED TRENCH & EQUIPMENT SITE AREA. HAND DIG ANDRELOCATE AS REQUIRED.
4. EXISTING STORM DRAIN INLETS TO BE COVERED WITH SILT BAGDURING CONSTRUCTION.
5. SLOPES SHOWN ARE BASED ON SURVEY PROVIDED ELEVATIONPOINTS AND LINEAR INTERPOLATION. CONTRACTOR TO CONFIRMADA/ACCESSIBLE STRIPING & ASSOCIATED STALLS HAVE <2%GRADE IN ALL DIRECTIONS.
6. THE PROPOSED PROJECT RESULTS AN AN INCREASE OF IMPERVIOUSAREA THAT HAS BEEN DETERMINED TO HAVE NO ADVERSE AFFECTSON THE EXISTING STORMWATER SYSTEM. SEE COMPLETEDMEMORANDUM BY DEWBERRY ENGINEERS INC. DATED 06/05/25.
7. CONTRACTOR TO PLACE 'CHARGE FROM THIS SIDE' & 'DO NOTCHARGE FROM THIS SIDE' STICKERS AT EACH POST PER TESLADIRECTION. CONTRACTOR TO COORDINATE W/ TESLA CM FORSTICKER PLACEMENT & HEIGHT.
8. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL COMPLY WITHMUTCD, BROWARD COUNTY TRAFFIC ENGINEERING DIVISION, AND THECITY STANDARDS.
9. NO RESURFACING OR PAVEMENT RESTORATION IS PROPOSED FORTHIS PROJECT, STALL RESTRIPING ONLY.
10. RELOCATE SIX (6) EXISTING WHEELSTOPS TO THE SOUTHWESTSTALLS IN THE PARKING LOT .
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:03-04'00'
E
WV
IVIV IVIV
IVIV
IV
IV
CO
SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
C-2
EXISTING CONDITIONSPLAN
9'-0"±(TYP.)
17
'
-
8
"
(T
y
p
.
)
Existing Light
Post (Typ.)
N01°36'02"W 262.19'
N01°36'02"W51.18'
N05°14'32"E 101.24'
8
9
9
8
9
9 10
10 10
10
10
9
9
10
10
11
10
9
10
10
8
8
S8
8
°
2
5
'
0
6
"
W
3
1
1
.
4
8
'
Existing Palm
Tree (Typ.)(TO BE RELOCATEDAS NECESSARY)
Existing IrrigationValve (Typ.)(TO BE RELOCATED
AS NECESSARY)
Existing Sign(Typ.)
Existing WaterValve (Typ.)
Existing FireHydrant (Typ.)
Existing Utility
Pole (Typ.)
24
'
-
2
"
Existing Wheelstop (Typ.)(TO BE REMOVED)(TYP.-34) (SEE NOTE 10)
Existing ParkingStriping (Typ.)
(TO BE MODIFIED)
ExistingTrash AreaExisting Conc. Curb(TO BE REMOVED)(±90 L.F.)
Existing StormInlet (Typ.)
(SEE NOTE 4)
Existing Fence
(Typ.)
Existing Hedge
Row (Typ.)
Existing Storm
Drain (Typ.)
Existing Unknown
Manhole (Typ.)
Existing Conc. Curb(TO BE REMOVED)(±55 L.F.)
Existing ParkingStriping (Typ.)(TO BE MODIFIED)Existing ParkingStriping (Typ.)
(TO BE MODIFIED)
Existing Parking
Striping (Typ.)(TO BE MODIFIED)
SCALE:1"=30' FOR 11"x17"1"=15' FOR 22"x34"
15'0'30'
1EXISTING CONDITIONS PLAN
Existing LandscapeArea(TO BE REMOVED)(±195 S.F.)
Existing Asphalt Area(TO BE REMOVED)(±127 SF TOTAL)
Existing Asphalt Area
(TO BE REMOVED)(±158 SF)
24'-0"
ANGLERS AVENUE
(PUBLIC R.O.W. VARIES)
1.6%1.
8
%
LEGEND
EXISTING ASPHALTTO BE REMOVED
EXISTING LANDSCAPINGTO BE REMOVED
Existing Deciduous
Tree (Typ.)(TO BE RELOCATEDAS NECESSARY)
Existing Conc. Curb(TO BE REMOVED)(±63 L.F.)
Existing Conc. Curb(TO BE REMOVED)
(±90 L.F.)
Existing Conc. Curb
(TO BE REMOVED)(±90 L.F.)
Existing Conc. Curb
(TO BE REMOVED)(±35 L.F.)
Existing LandscapeArea
(TO BE REMOVED)(±108 S.F.)
Existing LandscapeArea(TO BE REMOVED)(±153 S.F.)
Existing LandscapeArea(TO BE REMOVED)(±192 S.F.)
Existing LandscapeArea
(TO BE REMOVED)(±80 S.F.)
21'-0"
9'-
0
"
8'-10"
8'-10"
8'-
1
0
"
40'-9"
4'-
0
"
37'-2"
3'-10"53'-9"
Existing Landscape Area(TO BE REMOVED)
(±78 S.F.)Existing Landscape Area
(TO BE REMOVED)(±189 S.F.)
Existing Asphalt Area(TO BE REMOVED)(±64 SF)
±55'-0"
±4'-3"±5'-0"
±64'-0"±91'-0"±91'-0"
Existing Landscape Area(TO BE REMOVED)(±78 S.F.)
Existing Landscape Area(TO BE REMOVED)(±179 S.F.)
Existing
HotelPool
ExistingHotel HotTub
Existing Concrete Wall &
Lattice Fence (6'-2" High)
(TO REMAIN)
5'-
1
0
"
17'-7"
±36'-0"
2'-
4
"
1'-
1
0
"
1'-
8
"
1'-
8
"
31"(TYP.)
11
'
-
0
"
(TY
P
.
)
3'-
9
"
(TY
P
.
)
1'-6"
15'-2"
8'-
1
0
"
7'-
8
"
26'-8"
1'-2"
±5'-0"
±5'-0"
NOTES:
1. SITE PLAN BASED ON ENGINEERING DESIGN SURVEY: A PORTION OFTHE NE 1/4 OF SECTION 9, TOWNSHIP 29 SOUTH, RANGE 20 EAST,TALLAHASSEE MERIDIAN, BROWARD COUNTY, FL BY CLARK LANDSURVEYING, INC. DATED 04/04/24.
2. UTILITY CONNECTION TO BE MADE UNDER FPL UTILITIES STANDARDS,CONFIRM FINAL DESIGN PRIOR TO CONSTRUCTION, FPL WORK ORDER#13660625.
3. IDENTIFY EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREAOF PROPOSED TRENCH & EQUIPMENT SITE AREA. HAND DIG ANDRELOCATE AS REQUIRED.
4. EXISTING STORM DRAIN INLETS TO BE COVERED WITH SILT BAGDURING CONSTRUCTION.
5. SLOPES SHOWN ARE BASED ON SURVEY PROVIDED ELEVATIONPOINTS AND LINEAR INTERPOLATION. CONTRACTOR TO CONFIRMADA/ACCESSIBLE STRIPING & ASSOCIATED STALLS HAVE <2%GRADE IN ALL DIRECTIONS.
6. THE PROPOSED PROJECT RESULTS AN AN INCREASE OF IMPERVIOUSAREA THAT HAS BEEN DETERMINED TO HAVE NO ADVERSE AFFECTSON THE EXISTING STORMWATER SYSTEM. SEE COMPLETEDMEMORANDUM BY DEWBERRY ENGINEERS INC. DATED 06/05/25.
7. CONTRACTOR TO PLACE 'CHARGE FROM THIS SIDE' & 'DO NOTCHARGE FROM THIS SIDE' STICKERS AT EACH POST PER TESLADIRECTION. CONTRACTOR TO COORDINATE W/ TESLA CM FORSTICKER PLACEMENT & HEIGHT.
8. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL COMPLY WITHMUTCD, BROWARD COUNTY TRAFFIC ENGINEERING DIVISION, AND THECITY STANDARDS.
9. NO RESURFACING OR PAVEMENT RESTORATION IS PROPOSED FORTHIS PROJECT, STALL RESTRIPING ONLY.
10. RELOCATE SIX (6) EXISTING WHEELSTOPS TO THE SOUTHWESTSTALLS IN THE PARKING LOT .
0.5%
2.0
%2.0
%
1.4%9'-0"±(TYP.)
Existing LandscapeArea(TO BE REMOVED)(±72 S.F.)
Existing Trash Can &Concrete Foundation (Typ.-3)(TO BE REMOVED)
Existing Palm Tree(TO BE RELOCATED)(TYP.)LS-1
1
3'-0"Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:04-04'00'
E
WV
IVIV IVIV
IVIV
IV
IV
CO
IVIV
SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
C-3
EQUIPMENT/PARKINGPLAN
SCALE:1"=30' FOR 11"x17"1"=15' FOR 22"x34"
15'0'30'
1EQUIPMENT/PARKING PLAN PARKING STALL SCHEDULE
DESCRIPTION QUANTITY
EXISTING STALLS (TO BE UTILIZED)60
PROPOSED TESLA LEVEL 3 STALLS 46
PROPOSED TESLA LEVEL 3 ADA STALLS 2
PROPOSED TESLA LEVEL 2 STALLS 5
PROPOSED TESLA LEVEL 2 ADA STALL 1
NET PARKING STALL CHANGE -6
3A4A3B3C3D
N01°36'02"W 262.19'
N01°36'02"W
51.18'
N05°14'32"E 101.24'
9
10
10
S8
8
°
2
5
'
0
6
"
W
31
1
.
4
8
'
PROPOSED UNDERGROUNDELECTRICAL CONDUCTOR ROUTEDTO PROPOSED CHARGE POSTS
1A1B1C1D4B4C4D5A
7A
5B5C5D
7B 7C 7D 8A 9B8B8C8D 9C 9D
6'-0"(TYP.-2)
11C
3'-
0
"
3
11D 12A 12C12B
TESLA LEVEL 2 CHARGE POST **#
LEGEND
TESLA LEVEL 3 CHARGE POST *
#
12'-0"
(TYP.)
4'-6"(TYP.)
#
6 5 4 2
7
#
8 9
10 11 12
9'-0"±(TYP.)
6'-6"12'-0"
1
2
#UTILITY TRANSFORMER #
16'-2"
9'-0"(TYP.)
18
'
-
0
"
(T
Y
P
.
)
24
'
-
0
"
18
'
-
0
"
(T
Y
P
.
)
1.6%
V4 CABLE TERMINUS
CONCRETE
ANGLERS AVENUE
(PUBLIC R.O.W. VARIES)
0.5%
1.6
%
2.
0
%
1.4%
±55'-0"
1.8
%
24'-0"
Existing StormInlet (Typ.)
(SEE NOTE 4)
Existing Light
Post (Typ.)
Existing StormDrain (Typ.)
Existing Fence(Typ.)Existing WaterValve (Typ.)
Existing Fire
Hydrant (Typ.)Existing UtilityPole (Typ.)
ExistingTrash Area
Existing UnknownManhole (Typ.)
Existing HedgeRow (Typ.)
PROPOSED CONCRETE
CURB (±63 LF)
PROPOSED 26" WIDECURB W/ INTEGRATEDTESLA LEVEL 3 CHARGEPOST
PROPOSED GREENPARKING STRIPING
(TYP.)
PROPOSED 4000A277/480V SWITCHGEARMOUNTED ON CONC. PAD #1PROPOSED WASTEMANAGEMENT BIN(TYP.-4)
PROPOSED 480V PAD MOUNTEDUTILITY TRANSFORMER (TYP.-2)
(SIZED BY UTILITY)
PROPOSED SUPERCHARGER CABINETMOUNTED ON 21'-0"x9'-0"CONCRETE PAD #2 (TYP.-6)
PROPOSED SIGN POST WITHACCESSIBLE SIGNAGE (TYP.)
PROPOSED RELOCATEDIRRIGATION VALVE (TYP.-2)
PROPOSED DISABLED ACCESSSTRIPING AISLE & STALL(TYP.) (SEE NOTE 5)
PROPOSED 18" WIDE CURB
W/INTEGRATED DUAL-STALLLEVEL 2 CHARGE PEDESTAL
(TYP.-2)
PROPOSED 7.3M CHARGECABLE FOR ADA POST
PROPOSED DISABLED ACCESSSTRIPING AISLE & STALL(TYP.) (SEE NOTE 5)
PROPOSED McCUECRASH COREBOLLARD (TYP.-5)
PROPOSED SIGN POST WITHACCESSIBLE SIGNAGE (TYP.-1)
ADA 30"x48" CLEARFLOOR SPACE (TYP.)
PROPOSED LANDSCAPESCREENING AROUND EQUIPMENT
(TYP.)
PROPOSED EPO BUTTON #2 WITHEMERGENCY "POWER-OFF" SIGNAGEMOUNTED TO PROPOSED POST
PROPOSED EPO BUTTON #1 WITHEMERGENCY "POWER-OFF" SIGNAGEMOUNTED TO PROPOSED POST
PROPOSED 3000A SWITCHGEAR
MOUNTED ON CONC. PAD #2
PROPOSED SINGLE-STALLLEVEL 2 CHARGEPEDESTAL (TYP.-2)
PROPOSED LANDSCAPE SCREENINGAROUND EQUIPMENT (TYP.)
C-5
4
C-7
1
C-4
2
C-6
4
C-7
7 E-4
2
C-6
1-3
E-4
3
E-5
1
C-7
4
C-7
2
C-7
8
C-5
4
C-7
1
LS-2
1
E-2
1
E-1
1
C-5
1-2
LS-2
1
1
12456
7'-6"7'-6"
20'-9"
18
'
-
0
"
(T
Y
P
.
)
18
'
-
0
"
(T
Y
P
.
)
±5'-0"
13'-2"
3'-0"
18
'
-
0
"
(TY
P
.
)
2A2B2C2D6A6B6C6D
10B 10C 10D 11A 11B
24
'
-
0
"
±5'-0"
4'-6"(TYP.)
3
C-5
1-2
PROPOSED 31" WIDE FOUNDATION FLUSH
WITH GRADE W/INTEGRATED TESLA LEVEL 3CHARGE POST (TYP.-5, 10 CHARGE POST)C-4
3
±4'-3"
ExistingHotelPool Existing HotelHot Tub
Existing Concrete Fence Wall
& Lattice Fence (6'-2" High)(TO REMAIN)
53'-10"37'-2"
4'-
5
"
(T
Y
P
.
)
C-3
2
9A 10A
12D
21'-0"7'-
8
"
9'-
0
"
RELOCATED 5.5" TALLWHEEL STOPS (TYP.-6)(SEE NOTE 10)30'-1"
PROPOSED SUPERCHARGER CABINET
MOUNTED ON 40'-9"x4'-0" (APPROX.)CONCRETE PAD #1 (TYP.-6)C-6
1-3
TESLA LEVEL 3 CHARGE POST *
TESLA LEVEL 2 CHARGE POST **
TESLA SUPERCHARGER CABINET
TESLA SWITCHGEAR
TRANSFORMER
REBOUNDING MINI BOLLARD
TRASH RECEPTACLE
McCUE CRASH CORE BOLLARD
SIGN POST WITH ACCESSIBLE SIGNAGE
PROPOSEDSIDEWALKEXPANSION(±72 S.F.)C-7
5
6'-0"
(TYP.-2)12'-0"(TYP.)
18
'
-
0
"
(
T
Y
P
.
)
2'-3"(TYP.)
4'-
5
"
6'-0"(TYP.)
SCALE:1"=10' FOR 11"x17"1"=5' FOR 22"x34"
5'0'10'
2ACCESIBLE STALL LAYOUTS
18
'
-
0
"
(T
Y
P
.
)
ADA 30"x48" CLEARFLOOR SPACE (TYP.)
PROPOSEDCONCRETE LANDING
6'-6"(TYP.)
SCALE:1"=10' FOR 11"x17"1"=5' FOR 22"x34"
5'0'10'
3REGULAR STALL LAYOUTS
TESLA 'STAR-POINT'
SUPERCHARGER CABINET #
TESLA 'STAR-CENTER'SUPERCHARGER CABINET #
EPO BUTTON WITHEMERGENCY "POWER-OFF"
10
'
-
0
"
(T
Y
P
.
)
PROPOSED GREENPARKING STRIPING(TYP.)
PROPOSED McCUEMINI REBOUNDINGBOLLARD (TYP.)C-7
3
10'-9"(TYP.)
PROPOSED 31" WIDEFOUNDATION FLUSH WITHGRADE W/INTEGRATED TESLALEVEL 3 CHARGE POST (TYP.)C-4
3
9C
9D
C-3
3
PROPOSEDLANDSCAPINGLS-2
1
PROPOSED DIRECTIONAL STICKER (SHOWN ASTYPICAL PER SET OF CHARGE POSTS)(TYP.-STALLS 9A THROUGH 11B) (SEE NOTE 7)
18
'
-
0
"
(TY
P
.
)
10'-2"(TYP.)
9'-0"(TYP.)
18
'
-
0
"
(TY
P
.
)
PROPOSED 18" WIDE CURBW/ INTEGRATED TESLALEVEL 2 CHARGE POST
PROPOSED DUAL-STALLLEVEL 2 CHARGEPEDESTAL
C-5
1
C-5
1-2
C-3
3
CHARGE FROM THIS SIDE / DO NOTCHARGE FROM THIS SIDE STICKER TOBE PLACED AT ALL POSTS
±5'-0"
±5'-0"38'-7"
10"
PROPOSED SIGN POSTWITH ACCESSIBLE
SIGNAGE (TYP.-2)C-5
4
C-7
1
C-8
1
* LEVEL 3 POST ADDS APPROXIMATELY 100 TO 200+MILES OF RANGE PER 30 MINUTES OF CHARGING.
** LEVEL 2 POST ADDS APPROXIMATELY 25 MILES OFRANGE PER HOUR OF CHARGING.
NOTES:
1. SITE PLAN BASED ON ENGINEERING DESIGN SURVEY: A PORTION OFTHE NE 1/4 OF SECTION 9, TOWNSHIP 29 SOUTH, RANGE 20 EAST,TALLAHASSEE MERIDIAN, BROWARD COUNTY, FL BY CLARK LANDSURVEYING, INC. DATED 04/04/24.
2. UTILITY CONNECTION TO BE MADE UNDER FPL UTILITIES STANDARDS,CONFIRM FINAL DESIGN PRIOR TO CONSTRUCTION, FPL WORK ORDER#13660625.
3. IDENTIFY EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREAOF PROPOSED TRENCH & EQUIPMENT SITE AREA. HAND DIG ANDRELOCATE AS REQUIRED.
4. EXISTING STORM DRAIN INLETS TO BE COVERED WITH SILT BAGDURING CONSTRUCTION.
5. SLOPES SHOWN ARE BASED ON SURVEY PROVIDED ELEVATIONPOINTS AND LINEAR INTERPOLATION. CONTRACTOR TO CONFIRMADA/ACCESSIBLE STRIPING & ASSOCIATED STALLS HAVE <2%GRADE IN ALL DIRECTIONS.
6. THE PROPOSED PROJECT RESULTS AN AN INCREASE OF IMPERVIOUSAREA THAT HAS BEEN DETERMINED TO HAVE NO ADVERSE AFFECTSON THE EXISTING STORMWATER SYSTEM. SEE COMPLETEDMEMORANDUM BY DEWBERRY ENGINEERS INC. DATED 06/05/25.
7. CONTRACTOR TO PLACE 'CHARGE FROM THIS SIDE' & 'DO NOTCHARGE FROM THIS SIDE' STICKERS AT EACH POST PER TESLADIRECTION. CONTRACTOR TO COORDINATE W/ TESLA CM FORSTICKER PLACEMENT & HEIGHT.
8. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL COMPLY WITHMUTCD, BROWARD COUNTY TRAFFIC ENGINEERING DIVISION, AND THECITY STANDARDS.
9. NO RESURFACING OR PAVEMENT RESTORATION IS PROPOSED FORTHIS PROJECT, STALL RESTRIPING ONLY.
10. RELOCATE SIX (6) EXISTING WHEELSTOPS TO THE SOUTHWESTSTALLS IN THE PARKING LOT .
C-8
1
12'-0"(TYP.)
1.6%
1.8
%
ADA 30"x48" CLEAR
FLOOR SPACE (TYP.)
PROPOSED 18" WIDE CURBW/ INTEGRATED TESLALEVEL 2 CHARGE POST
PROPOSEDSINGLE-STALL LEVEL 2CHARGE PEDESTAL
C-5
1
C-5
1-2
PROPOSED DISABLED ACCESSSTRIPING AISLE & STALL(TYP.) (SEE NOTE 5)
PROPOSED SIGN POSTWITH ACCESSIBLESIGNAGE (TYP.)C-5
4
C-7
1
C-8
1
C-8
1
ELEV: ±7.73
ELEV:±7.75
ELEV:±7.92
ELEV: ±8.01
ELEV: ±8.32
ELEV: ±8.29
ELEV: ±8.12
ELEV:±8.10
ELEV:±8.08
ELEV:±7.79
2'-3"(TYP.)
ELEV: ±8.89
ELEV: ±8.76
ELEV: ±9.18
ELEV: ±8.57
ELEV: ±8.89
ELEV: ±9.07
0.5%
1.6
%
2.0%
1.6
%
0.3%
2.0
%1.7
%
1.5%
0.3%
2.0
%
6'-0"(TYP.)
±5'-0"
10
'
-
0
"
(T
Y
P
.
)
±8
'
-
6
"
±6
'
-
8
"
PROPOSED LEVEL 2 SWITCHGEARMOUNTED ON CONC. PAD #1 E-4
4
PROPOSED McCUEMINI REBOUNDING
BOLLARD (TYP.)C-7
3
5'-
6
"
PROPOSED 4" TALL
WHEEL STOPS (TYP.-10)C-5
5
2'-0"(TYP.)
±1
2
'
-
8
"
PROPOSED H-FRAME FOR TELCO BOX E-5
3
TELCO FRAME
10'-8"
PROPOSED UTILITY BOLLARDS(PER UTILITY SPEC)
PROPOSED SUPERCHARGERON CONCRETE FOUNDATION(TYP.-2)C-4
1
EXISTING RELOCATEDPALM TREELS-1
1
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:06-04'00'
E
WV
IVIV IVIV
IVIV
IV
IV
CO
IVIV
SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
C-3A
EASEMENT &
UTILITY PLAN
SCALE:1"=30' FOR 11"x17"1"=15' FOR 22"x34"
15'0'30'
1EASEMENT & UTILITY PLAN
N01°36'02"W 262.19'
N01°36'02"W
51.18'
S8
8
°
2
5
'
0
6
"
W
3
1
1
.
4
8
'
LEGEND
ELECTRIC UTILITY EASEMENT
WATER UTILITY EASEMENT
10'-0"ELECTRICEASEMENT
ANGLERS AVENUE
(PUBLIC R.O.W. VARIES)
Existing Underground
Water Line (Typ.)
Existing OverheadElectric Line (Typ.)
Existing Underground
Storm Line (Typ.)Existing StormInlet (Typ.)
(SEE NOTE 4)
Existing DeciduousTree (Typ.)(TO REMAIN)
Existing Light
Post (Typ.)
Existing Storm
Drain (Typ.)
Existing Fence
(Typ.)Existing Water
Valve (Typ.)
Existing FireHydrant (Typ.)
Existing Utility
Pole (Typ.)
ExistingTrash Area
Existing Water Line. ApproximateLocation, Based On MapProvided By Broward County
Existing UndergroundElectric Line (Typ.)
Existing UnknownManhole (Typ.)
Existing HedgeRow (Typ.)
Existing Sewer Line. ApproximateLocation, Based On MapProvided By Broward County
Existing EasementBoundary (Typ.)
C-7
8
10'-0" APPROXIMATEELECTRIC EASEMENT
10'-0"ELECTRICEASEMENT
15'-0"ELECTRICEASEMENT
25
'
-
0
"
W
A
T
E
R
EA
S
E
M
E
N
T
40'-0" WATEREASEMENT 20
'
-
0
"
W
A
T
E
R
EA
S
E
M
E
N
T
20
'
-
0
"
W
A
T
E
R
EA
S
E
M
E
N
T
10'-0"ELECTRICEASEMENT
30
'
-
0
"
W
A
T
E
R
EA
S
E
M
E
N
T
15'-0"ELECTRICEASEMENT
25'-0"WATEREASEMENT
15'-0"ELECTRICEASEMENT
NOTES:
1. SITE PLAN BASED ON ENGINEERING DESIGN SURVEY: A PORTION OFTHE NE 1/4 OF SECTION 9, TOWNSHIP 29 SOUTH, RANGE 20 EAST,TALLAHASSEE MERIDIAN, BROWARD COUNTY, FL BY CLARK LANDSURVEYING, INC. DATED 04/04/24.
2. UTILITY CONNECTION TO BE MADE UNDER FPL UTILITIES STANDARDS,CONFIRM FINAL DESIGN PRIOR TO CONSTRUCTION, FPL WORK ORDER#13660625.
3. IDENTIFY EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREAOF PROPOSED TRENCH & EQUIPMENT SITE AREA. HAND DIG ANDRELOCATE AS REQUIRED.
4. EXISTING STORM DRAIN INLETS TO BE COVERED WITH SILT BAGDURING CONSTRUCTION.
5. SLOPES SHOWN ARE BASED ON SURVEY PROVIDED ELEVATIONPOINTS AND LINEAR INTERPOLATION. CONTRACTOR TO CONFIRMADA/ACCESSIBLE STRIPING & ASSOCIATED STALLS HAVE <2%GRADE IN ALL DIRECTIONS.
6. THE PROPOSED PROJECT RESULTS AN AN INCREASE OF IMPERVIOUSAREA THAT HAS BEEN DETERMINED TO HAVE NO ADVERSE AFFECTSON THE EXISTING STORMWATER SYSTEM. SEE COMPLETEDMEMORANDUM BY DEWBERRY ENGINEERS INC. DATED 06/05/25.
7. CONTRACTOR TO PLACE 'CHARGE FROM THIS SIDE' & 'DO NOTCHARGE FROM THIS SIDE' STICKERS AT EACH POST PER TESLADIRECTION. CONTRACTOR TO COORDINATE W/ TESLA CM FORSTICKER PLACEMENT & HEIGHT.
8. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL COMPLY WITHMUTCD, BROWARD COUNTY TRAFFIC ENGINEERING DIVISION, AND THECITY STANDARDS.
9. NO RESURFACING OR PAVEMENT RESTORATION IS PROPOSED FORTHIS PROJECT, STALL RESTRIPING ONLY.
10. RELOCATE SIX (6) EXISTING WHEELSTOPS TO THE SOUTHWESTSTALLS IN THE PARKING LOT .
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:07-04'00'
SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
C-4
CONSTRUCTIONDETAILS I
SCALE: N.T.S.1V4 SUPERCHARGER POST CAST-IN-PLACE FOUNDATION DETAIL
NOTES:
1. BACKFILL FOOTING WITH EXCAVATED SOIL COMPACTED TOSAME DENSITY AS UNDISTURBED SOIL.
2. CONTRACTOR TO PROVIDE A MINIMUM OF 6" OF COMPACTEDCRUSHED STONE FOR CAPILLARY BREAK AND CONSTRUCTIONCONTROL UNDER ALL CONCRETE SLABS.
3. CONTRACTOR SHALL IDENTIFY POOR DRAINING SOILS ANDPROVIDE ADDITIONAL COMPACTED, WELL GRADEDCOURSE-GRAINED SOIL BACKFILL TO FROST DEPTH WHEREREQUIRED. CONTRACTOR TO NOTIFY TESLA CM AND ENGINEER.
4. WIND RATING (WITHOUT SIGN & BOLLARD) = 156 MPH
SUPERCHARGER PEDESTAL INSTALLATION NOTE:
WHEN INSTALLED BEHIND CURB, THE TOP OF THEPEDESTAL SHOULD BE FLUSH WITH THE CURB.WHEN INSTALLED IN A PAVEMENT AREA OR BEHINDTHE EDGE OF PAVEMENT, THE TOP OF THEPEDESTAL SHOULD BE FLUSH WITH THE PAVEMENT.
PLAN
6"
1'-6"2'-2"
1'-1"5"
2'-2 3/4"
6'-
4
1
/
2
"
TOP OFCONCRETE
(2) #6 LONGITUDINALBARS TOP & BOTTOM
Existing Grade
(TO REMAIN)
1/4" WIDE X 1" DEEPSAWN OR TOOLED CONTROLJOINT @ 9' O.C.
3/4" CHAMFER
PROPOSED 26" CONCRETECURB W/INTEGRATEDCHARGE POSTS
PROPOSED V4 TESLA CHARGE
POST INTEGRATED W/26"CONCRETE CURB (TYP.)
EXPANSION JOINT(TYP.)
TESLASUPERCHARGERHANDLE
V4 TESLASUPERCHARGER POSTWEIGHT: 200 LBS
1/2"Ø HILTI KWIK BOLT TZ2 SSW/ 3-1/4" EFFECTIVE (3-3/4"NOMINAL) EMBEDMENT (ORAPPROVED EQUIVALENT) (TYP.-4)
TESLASUPERCHARGER POST
CAR SIDE
ExistingAsphaltLevel
#3 TIES @ 12"
(2) #6LONGITUDINALBARS TOP &BOTTOM
6"
1'-0"
OFFSET BOLLARD
OFFSETBOLLARD
3"(TYP.)
ExistingAsphaltLevel
(3) 1/2"Ø HILTI KWIK BOLT
TZ2 SS W/ 2-1/2" EFFECTIVE(3" NOMINAL) EMBEDMENT(OR APPROVED EQUIVALENT)& MIN 5" FROM EDGE OF PAD
5"(MIN.)60
°
BOLLARDANCHORS
3-3/4"
3-3
/
4
"
A
A
SCALE: N.T.S.2V4 SUPERCHARGER POST CAST-IN-PLACE CURB DETAIL
OFFSETBOLLARD
#3 TIES @ 12"
6"
SCALE: N.T.S.
3V4 SUPERCHARGER POST CAST-IN-PLACE STRIP FOUNDATION DETAIL
FRONT VIEW SIDE VIEW "A"
1'-
6
"
6"
6" MIN. COMPACTEDCLASS 2 AGGREGATEBASE
(4) #5 CONTINUOUSREBAR AT T&B
#3 @ 12" O.C.
6"
1'-
6
"
2'-7"A
A
EXPANSION JOINT
Existing ParkingLot Surface(TO REMAIN)
EXPANSION JOINT
Existing ParkingLot Surface
(TO REMAIN)
PREPARED SUBGRADE(95% STANDARD PROCTOR)
3"TYP.
(3) 1/2"Ø HILTI KWIK BOLTTZ2 SS W/ 2-1/2" EFFECTIVE(3" NOMINAL) EMBEDMENT(OR APPROVED EQUIVALENT)& MIN 5" FROM EDGE OF PAD
5"(MIN.)60
°
BOLLARD ANCHORS
3-3/4"
3-3
/
4
"
#3 TIES @12" O.C.
(4) #5 CONTINUOUSREBAR AT T&B
V4 TESLASUPERCHARGER POSTWEIGHT: 200 LBS
TOP VIEW
4'-9"
11'-0"
4'-9"
1'-3 1/2"
2'-
7
"
A
A
McCUE REBOUNDINGMINI BOLLARD W/ GRAYSLIP COVER
2'-2 3/4"
6'-
4
1
/
2
"
TESLASUPERCHARGERHANDLE
V4 TESLASUPERCHARGER POSTWEIGHT: 200 LBS
CAR SIDE
1/2"Ø HILTI KWIK BOLT TZ2
SS W/ 3-3/4" EFFECTIVE
(3-1/4" NOMINAL)EMBEDMENT (OR APPROVEDEQUIVALENT) (TYP.-4)
1'-6"
McCUE REBOUNDINGBOLLARD W/ GRAYSLIP COVER
9-1/2"OPTIONAL REAR
BOLLARD (AS NEEDED)
OPTIONAL REAR BOLLARD(AS NEEDED)6'-
4
1
/
2
"
(SEE NOTE 2, 3, 4)
SIDE ELEVATION
MAXIMUMOBSTRUCTION(SEE NOTE 2)
MAXIMUM GRIP HEIGHT(SEE NOTES 3 & 4)
34
"
SCALE: N.T.S.
GRAB HEIGHT DETAIL
NOTES:
1. DETAIL IS IN REFERENCE TO 2010 ADA STANDARDS OFACCESSIBLE DESIGN.
2. PER 2010 ADA STANDARDS OF ACCESSIBLE DESIGN SECTION308.3.1 & 308.3.2, MAXIMUM OBSTRUCTION TO BE NOLARGER THAN 24 INCHES IN WIDTH AND 34 INCHES INHEIGHT.
3. PER 2010 ADA STANDARDS OF ACCESSIBLE DESIGN SECTION308.3.1 & 308.3.2, THE HIGH SIDE REACH SHALL NOTEXCEED 48 INCHES MAXIMUM FOR A REACH DEPTH OF 10INCHES MAXIMUM.
4. PER 2010 ADA STANDARDS OF ACCESSIBLE DESIGN SECTION308.3.1 & 308.3.2, WHERE THE REACH DEPTH EXCEEDS 10INCHES, THE HIGH SIDE REACH SHALL NOT EXCEED 46INCHES MAXIMUM FOR A REACH DEPTH OF 24 INCHESMAXIMUM.
5. OPERABLE PART OF CABLE HANDLE COMPLIES WITH REACHRANGES PER 2010 ADA STANDARDS OF ACCESSIBLE DESIGNSECTION 309,.
6. PER 2010 ADA STANDARDS OF ACCESSIBLE DESIGN SECTION308.3.2, EXCEPTIONS 2, OPERABLE PARTS OF CABLE HANDLESHALL BE PERMITTED TO BE 54 INCHES MEASURED FROMTHE SURFACE OF THE VEHICULAR WAY WHERE CABLEHANDLES ARE INSTALLED ON EXISTING CURBS.FRONT ELEVATION
48
"
V4 TESLACHARGE POST
MAXIMUM GRIP HEIGHT(SEE NOTES 3 & 4)
4
EXPANSIONJOINT (TYP.)
NATIVE SOIL
PROPOSED OREXISTING PARKINGSURFACE
2'-
0
"
6"
(6) #3 TIES@ 9" O.C.
(4) #6 CONTINUOUSREBAR AT T&B@ 8" O.C.
1" CHAMFER(TYP.)
EXPANSION
JOINT (TYP.)
2'-10"
4'-8"
1'-10"
2'-
9
"
1'-0"
TOP VIEW
1'-8"
CENTER OF STALL
(4) #6 CONTINUOUSREBAR AT T&B@ 8" O.C.
(6) #3 @ 9" O.C.
6"
2'-
0
"
2'-9"
2"
3"
5"(MIN.)60
°
SIDE VIEWFRONT VIEW
FRONT
6" MIN. COMPACTEDCLASS 2AGGREGATE BASE
2'-2 3/4"
TESLASUPERCHARGERHANDLE
V4 TESLASUPERCHARGER POSTWEIGHT: 200 LBS
V4 TESLASUPERCHARGER POSTWEIGHT: 200 LBS
CAR SIDE
BOLLARDANCHORS
3-3/4"
3-3
/
4
"
(3) 1/2"Ø HILTI KWIK BOLT
TZ2 SS W/ 2-1/2" EFFECTIVE(3" NOMINAL) EMBEDMENT (ORAPPROVED EQUIVALENT) AND
MIN 5" FROM EDGE OF PAD
1/2"Ø HILTI KWIK BOLT TZ2
SS W/ 3-3/4" EFFECTIVE(3-1/4" NOMINAL)EMBEDMENT (OR APPROVED
EQUIVALENT) (TYP.-4)
OFFSETBOLLARD
OFFSETBOLLARD
6'-
4
1
/
2
"
6'-
4
1
/
2
"
6'-
4
1
/
2
"
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:08-04'00'
SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
C-5
CONSTRUCTIONDETAILS II
SCALE: N.T.S.
V4 ACCESSIBILITY LAYOUT DETAIL
FINISHGRADE
FINISHGRADE
NOTES:
1. 48" MAX HEIGHT OF SUPERCHARGER HANDLE AT ACCESSIBLECHARGE POSTS FROM SURFACE OF VEHICULAR WAY.
2. DETAIL IS SCHEMATIC IN NATURE. CONTRACTOR TO REFERENCEPLAN SHEETS FOR ALL CURB & CHARGER DIMENSIONS ANDLOCATIONS & REFERENCE CONSTRUCTION DETAILS FORMATERIAL SPECIFICATIONS.
3. CONTRACTOR TO FEATHER CURB/GUTTER TOWARD EXISTINGCURB/GUTTER & MATCH EXISTING GRADE. LENGTH OFTRANSITION WILL VARY BASED ON EXISTING CONDITIONS.MAXIMUM 8% GRADE CHANGE ALONG LENGTH OF CURB.TRANSITION GUTTER GRADE MAXIMUM 5% PER FOOT.
4. CONTRACTOR TO SAW CUT CURB/GUTTER AS NEEDED PER PLAN& DISPOSED OF DEBRIS PROPERLY.
ACCESSIBLE STALL(2% MAX. IN ALL
DIRECTIONS)
ACCESSIBLE AISLE(STRIPING TO MATCHEXISTING SITE)
V4 TESLA SUPERCHARGER POST(PLACE IN AGNOSTIC/CENTER STALL POSITION
& FOUNDATION TO BE FLUSH W/GRADE)
6'-0"
PER
P
L
A
N
PROPOSED CURB(TO MATCH EXISTING)
PROPOSEDCONCRETE LANDING
CONTRACTOR TOSAW CUT EXISTINGCURB/GUTTER
≤2%
A-A
ACCESIBLE STALL
(REGRADED TO 2% MAX.IN ALL DIRECTIONS)(AS NEEDED)
MATCH LANDING &ASPHALT GRADE
2%MAX.
PROPOSEDCONCRETE LANDING
PROPOSED CONCRETECURB/GUTTER
EXISTING GRADE
COMPACTED SUB-GRADEPER DESIGN
SECTION 'A-A'
C-5
6'-0"
12'-0
"
≤2%
3
C-7
4
C-7
5
NUMBER PLACEMENT FOR PEDESTAL INSTRUCTION QR PLACEMENTFOR WALL MOUNTS
SCALE: N.T.S.2LEVEL 2 NUMBER & QR DETAIL
12"
18
"
SCALE: N.T.S. ACCESSIBLE SIGNAGE DETAIL 4
PROPOSED McCUE MINIREBOUNDING BOLLARDC-7
3
PROPOSED SIGN POST WITH
ACCESSIBLE SIGNAGE (TYP.-2)C-5
4
C-7
1
SCALE: N.T.S.1LEVEL 2 GEN 3 CONNECTOR - CAST IN PLACE DETAIL
FRONT VIEW
0.53"Ø
(TYP.-4)
PROPOSED 1/2"Ø HILTIKWIK BOLT TZ2 SS316W/2-1/2" NOMINAL
EMBEDMENT (2'' EFFECTIVEEMBEDMENT) (TYP.-4)(CONFIRM W/TESLA CM)
1'-
6
"
PROPOSED 4000PSI CONCRETE PAD
3/4" CHAMFER
(TYP.)PROPOSED McCUE MINIREBOUNDING BOLLARD (TYP.)
10
"
7"
10
"
7"
6'-
3
3
/
4
'
'
CABLE BRACKET
6''2''
ELONGATEDPEDESTAL
5"
SIDE VIEW MOUNTING PLAN
PLAN VIEW
PROPOSED McCUE MINI
REBOUNDING BOLLARD (TYP.)
OPTIONAL DUAL CHARGER(SEE NOTE 1)
OPTIONALDUALCHARGER(SEE NOTE 1)
6"
18"
3"(TYP.)
#3 TIES @ 12"
(4) #5 LONGITUDINALBARS TOP & BOTTOM
Existing Grade(TO REMAIN)3/4"CHAMFER
EXPANSIONJOINT(TYP.)
ExistingAsphaltLevel
0'-6"
#3 TIES @ 12"
(2) #5 REBAR 10" O.C. EACHDIRECTION (EVENLY SPACED)
(TOP & BOTTOM)
TOP OFCONCRETE1/4" WIDE X 1" DEEPSAWN OR TOOLEDCONTROL JOINT @ 9' O.C.
ExistingAsphaltLevel
6"
#3 TIES @ 12"
NOTE:
1. SEE SHEET C-3 FOR LOCATION OF SINGLE AND DUAL POST LOCATIONS. SINGLE POSTLOCATIONS WILL HAVE THE CHARGER FACING THE STALL. DUAL POST LOCATION SHALLBE ROTATED 90° TO PROVIDED CHARGER ACCESS TO BOTH STALLS.
(3) 1/2"Ø HILTI KWIK BOLTTZ2 SS W/ 2-1/2" EFFECTIVE(3" NOMINAL) EMBEDMENT(OR APPROVED EQUIVALENT)& MIN 5" FROM EDGE OF PAD
5"
(MIN.)6
0
°
BOLLARD ANCHORS3-3/4"
3-3
/
4
"
72"
6"
MANUFACTURER U LINE
H-4608B/WMODEL No
6' RUBBERDESCRIPTION
72"x6"x4"DIMS (LxWxH)
34 LBSWEIGHT
NOTES:
1. INSTALL PER MANUFACTURERSSPECIFICATIONS & TESLASTANDARDS.
2. CONTRACTOR TO SUBSTITUTEPRODUCT AS NEEDED W/TESLA CM APPROVAL.
SCALE: N.T.S.
RUBBER CURB STOP DETAIL
4"
5
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:10-04'00'
SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
C-6
CONSTRUCTIONDETAILS III
SCALE: N.T.S.1TESLA SUPERCHARGER CABINET DETAIL
52.76"
33
.
8
6
"
60
"
49.38"
69
.
9
4
"
89
.
5
0
"
17.81"
49.21"54.72"9.43"
35.83"
88
.
3
2
"
37.80"41.98"
.75"Ø (TYP.-4)
(SEE NOTE 2)
NOTES:
1. SEE NOTE #31 ON SHEET GN-2 FORCABINET NOTES.
2. ANCHOR TO CIP CONCRETE WITH (4)
1/2"Ø HILTI KWIK BOLT TZ2 WITH 3-1/4"EFFECTIVE EMBEDMENT W/OVERSIZEWASHER.
3. ANCHOR TO PRECAST SLAB WITH (4)
5/8"Ø HEAVY HEX BOLT WITH 1-1/2"THREAD LENGTH, ASTM 320 GRADE B AND
LOCK WASHER (OR APPROVED EQUIVALENT)
TESLA SUPERCHARGERENCLOSURE DATA: IP67 - NEMA 4
WEIGHT: 2448 LBS.
MINIMUM CLEARANCE: OVERHEAD: 3'-0"SIDE: 0'-6"FRONT: 5'-0"REAR : 0'-6"
FRONT VIEW SIDE VIEW
TOP VIEW
SERVICE AREA
1'-10"
DC BUS- UP TO (10) 3"CONDUIT (AS NEEDED TOFEED 'STAR-CENTER'MASTER CABINET)DC POST- (4) 4" CONDUIT
AC-(2) 4"CONDUITS
CONDUITOPENING
(6) #5 BARSEQUALLY SPACED
(1) #5 BARS
#5 BARS ATEACH CORNER
(2) #5 BARS
(2) #5 BARS
(4) #5 BARSEQUALLY SPACED(1) #5 BARS
NOTES:
1. SEE CONCRETE NOTES ON SHEET GN-1.
2. DETAIL SHOWN AS TYPICAL FOR (1) V3.5 SUPERCHARGERCABINET. PAD TO BE INCREASED AS NEEDED FORADDITIONAL CABINETS OR ELECTRICAL EQUIPMENT.
3. CONTRACTOR TO PROVIDE A MIN OF 6" OF COMPACTEDCRUSHED STONE FOR CAPILLARY BREAK ANDCONSTRUCTION CONTROL UNDER ALL CONCRETE SLABS.CONTRACTOR SHALL IDENTIFY POOR DRAINING SOILS ANDPROVIDE ADDITIONAL COMPACTED, WELL GRADEDCOURSE-GRAINED SOIL BACKFILL TO FROST DEPTH.CONTRACTOR TO NOTIFY TESLA CM AND ENGINEER.
CAST IN PLACE PLAN
(OPTION#1)
SCALE:3/8"=1' FOR 11"x17"3/4"=1' FOR 22"x34"
0'1'2'3'
2V3.5 CABINET FOUNDATION PLAN
CONDUITOPENING
5'-3"
0'-9"
3'-
6
"
0'-4"
0'-5"
PROPOSED 8" THICK, 4000PSI CONCRETE PAD
3/4" CHAMFER(TYP.- ALL SIDES)
V3.5 METALGUIDE TEMPLATE
PROPOSED 6" CLEANCOMPACTED GRAVEL(SEE NOTE 3)
PROPOSEDGRADE
PREPARED SUBGRADE(95% STANDARD PROCTOR)
PROPOSED 8" CONCRETE PAD(OPTION #1:CAST IN PLACE)(OPTION #2:PRECAST)
0'-8"
COMMUNICATION
CABLE (CAT6)IN 1" CONDUIT
PROPOSED SUPERCHARGERCABINET ANCHOR. SEENOTES ON DETAIL 1/C-6FOR ANCHOR INFORMATION
CAST IN PLACE REBAR
PLAN (OPTION#1)
PRECAST PLAN
(OPTION#2)
5'-3 3/8"
3'-
8
1
/
2
"
2'-
8
1
1
/
1
6
"
9 5/8"
EASED EDGE
R 1/2" ALLOUTSIDE EDGES (4) 5/8"Øx6" LOOPINSERT
8"
PRECAST SECTION
(OPTION#2)
HEBA-T ANCHORFOR LIFTING
V3.5 CONCRETECABINET BASE(P/N 1648207-00-A)
V3.5 CONCRETECABINET BASE(P/N 1648207-00-A)
V3.5 SUPERCHARGERCABINET (2448 LBS.)
3/4" CHAMFER(TYP.- ALL SIDES)
2'-
6
"
1'-9"
1"-2"
CAST IN PLACE
(OPTION#1) & PRECAST
(OPTION#2)
POST COMMUNICATION - (4)1.25" OD DURALINE CABLE
2" CLR
GRADE
SCALE: N.T.S.
3CONCRETE PAD DETAIL
#5 BARS @ 12"O.C. EACH WAY
PROPOSED 8" THICKCONCRETE PAD
SEE TABLE FOR PAD SIZE
3/4" CHAMFER
(TYP.- ALL SIDES)
PROPOSED COMPACTEDCLEAN GRAVEL PREPARED SUBGRADE(95% STANDARD PROCTOR)
4"
M
I
N
8"
6"
NOTES:
1. IF FREE OF ORGANIC OR OTHERDELETERIOUS MATERIAL, EXCAVATEDMATERIAL MAY BE USED FORBACKFILL.
2. IF NOT, PROVIDE CLEAN,COMPACTIBLE MATERIAL. COMPACT IN8" LIFTS. REMOVE ANY LARGE ROCKSPRIOR TO BACKFILLING. CONTRACTORTO VERIFY LOCATION OF EXISTING
U/G UTILITIES PRIOR TO DIGGING.
3. CONCRETE ENCASE CONDUIT WHENTRENCHING UNDER SITE ACCESSROAD.
4. ANY PAVEMENT DAMAGE DURINGCONSTRUCTION SHALL BE REPAIREDOR REPLACED BY THE CONTRACTORTO PRE CONSTRUCTION CONDITIONSOR BETTER.
5. MAINTAIN 12" SEPARATION MIN.BETWEEN AC OR DC CONDUCTORSAND COMMUNICATION CABLES.
6. MAINTAIN 2" SEPARATION MINIMUMBETWEEN OUTER WALLS OFCONDUITS.
7. CONFIRM ALL DEPTHS W/UTILITY &NEC PRIOR TO CONSTRUCTION.
CONCRETE PAD DIMENSIONS
PAD TYPE CONCRETE L W t (THICKNESS)AREAEQUIPMENT PAD #1*4000 PSI 40'-9" 4'-0" 8"179.0 S.F.**
* REFER TO DETAIL 2/C-6 FOR SUPERCHARGER CABINET CONCRETE PAD REINFORCEMENT.
** REFER TO LAYOUT ON C-3 FOR TOTAL DIMENSIONS AS SWITCHGEAR SECTIONS WILL REQUIREA LARGER PAD AREA.
NOTES:
1. SEE CONCRETE NOTES ON SHEET GN-2.
2. SWITCHGEAR ANCHORS SHALL BE: 1/2"Ø HILTI KWIK BOLT TZ2 SS W/ 2-1/2" EFFECTIVE
(3" NOMINAL) EMBEDMENT (OR APPROVED EQUIVALENT) (TYP.-4)
EQUIPMENT PAD #2*4000 PSI 21'-0" 9'-0" 8" 189.0 S.F.
1/4" WIDE X 1" DEEP SAWN ORTOOLED CONTROL JOINT @ 24' MAX
MINIMUM CENTER TO CENTERCONDUIT SPACING
SWITCHGEAR TO CABINETS 7.5" O.C.
DC (BUSS) 7.5" O.C.
SCALE: N.T.S.
TYP. BURIED CONDUIT TRENCH DETAILS
6 ML YELLOW WARNING TAPE
NATIVE SOD
18
"
6"
UNDISTURBED
SOIL (TYP.)
CLEAN GRANULAR BACKFILL, 6"LIFT MAXIMUM, PLATE TAMP
(1/2") 95% COMPACTION MIN.(SEE NOTE 8)
NATIVE BACKFILL
PE
R
U
T
I
L
I
T
Y
&
N
E
C
CONCRETE SIDEWALK (MATCH
EXISTING WHERE NEEDED)
STONE BED (MATCH EXISTING)
ExistingGrade
12"
12"2" MAX
MILL AND REPLACE WITH BITUMINOUSPAVEMENT SURFACE COURSE, (2") I-5
REPLACE EXISTING BASE WITH BITUMINOUSPAVEMENT BASE COURSE, (4") I-2
6" DENSE GRADEDAGGREGATE BASE COURSE
NOTES:
1. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED MATERIAL MAY BE USED FOR BACKFILL.
2. IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL. COMPACT IN 8" LIFTS. REMOVE ANY LARGE ROCKS PRIORTO BACKFILLING. CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G UTILITIES PRIOR TO DIGGING.
3. CONCRETE ENCASE CONDUIT WHEN TRENCHING UNDER SITE ACCESS ROAD.
4. ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTORTO PRE CONSTRUCTION CONDITIONS OR BETTER.
5. MAINTAIN 12" SEPARATION MIN. BETWEEN AC OR DC CONDUCTORS AND COMMUNICATION CABLES.
6. MAINTAIN 2" SEPARATION MINIMUM BETWEEN OUTER WALLS OF CONDUITS.
7. CONFIRM ALL DEPTHS W/UTILITY & NEC PRIOR TO CONSTRUCTION.
8. THE USE OF LOW STRENGTH FLUIDIZED THERMAL (SLURRY) BACKFILL WITH MIN 28 DAY COMPRESSIVESTRENGTH OF 150 PSI TO ACHIEVE A MAX RHO 90 MAY BE USED IN LIEU OF COMPACTED BACKFILL.
T.B.D.
6" MIN
PER TABLE HAND TAMPED 1/2"GRANULAR BACKFILL
4" DC POST CONDUIT
(TYP.-CLUSTER OF 16 MAX.)
24" MIN
6" MIN
4
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:11-04'00'
SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
C-7
CONSTRUCTION
DETAILS IV
TOP VIEW
BOTTOM VIEW
CONCRETE SURFACES: ANCHORWITH (4) MANUFACTURERPROVIDED CONCRETE ANCHORSLANDSCAPE AREAS: ANCHOR
WITH (4) MIN. 12" LONGJ-HOOK REBAR ANCHORS
Ø0.5" ANCHOR HOLE
(TYP.)
CONCRETE SLABOR LANDSCAPE
FRONT VIEW
NOTE:TRASH & RECYCLING BINS TO BEPROVIDED BY TESLA
RECYCLE
ONLY USE BLUE BINW/ "RECYCLE" TEXT &SYMBOLS IN LOCATIONSINDICATED ON SITE
PLAN (IF ANY)
SCALE: N.T.S.
WASTE MANAGEMENT BIN DETAIL
11
"
3'-
6
"
2'-4"Ø
8.73"
7
CD CD
SECTION CD-CD
3'-
4
"
5.25"Ø
CONCRETE PIER
9C016 - 4" PLASTIC COVERW/ REFLECTIVE TAPE
3'-
6
"
2'-
0
"
10"
3"
3'-
0
"
4"
SCALE: N.T.S. McCUE CRASH CORE BOLLARD DETAIL
4"Ø 10"Ø
CONCRETEPIER
REBAR CAGEPROVIDED BYMANUFACTURER
2
SOLID SQUARESTOCK SIGN POSTW/ END CAP
3'-
0
"
6'-
0
"
FINISH GRADE
PLAINCONCRETEFOOTING4'-
0
"
1'-0"
EPOXY BEAD BETWEENPOST & SIGN
SCALE: N.T.S. SQUARE SIGN POST DETAIL
CONCRETE EMBEDMENT
3/8" DIA. ALUMINUM SECURITY PINBOLT RIVET W/ 3/4" DIA. DOMEHEAD FLANGE & 0.330" GRIP LENGTH(TOP & BOTTOM) (TYP.)
ACCESSIBLE SIGN C-5
4
5'-
0
"
(M
I
N
.
)
1
3 3/4"
3 3
/
4
"
3
3
/
4
"
3'-
0
"
3 3/8"Ø
2 7/8"
4"
BOLT PATTERN
(3) 5/8" DIA SS HILTI KWIK-BOLTTZ2 WITH 4" MIN EFFECTIVEEMBEDMENT PER ESR-4266
SCALE: N.T.S.3McCUE MINI REBOUNDING BOLLARD
SCALE: N.T.S. CONCRETE CURB DETAIL
NOTES:
1. SAW CUT AREA TO BE REPAIRED/REPLACED. DISPOSE OF DEBRISPROPERLY OFF SITE.
2. INSTALL FORMS AS NECESSARY.
3. COMPACT EXISTING SUBGRADE MATERIAL TO ACHIEVE 95%COMPACTION.
4. CONCRETE TO BE 4000 PSI AIR ENTRAINED CONCRETE.
5. INSTALL CONTROL JOINTS EVERY 10 LINEAR FEET.
7"
6"
PROPOSED PAVEMENT
R=1-1/2"
BATTER 1" ON 6"R=1/4"
20
"
PROPOSED 6" CLEANCOMPACTED GRAVEL
UNDISTURBED ORCOMPACTED FILL
CLEANCOMPACTEDGRANULARBACKFILL
6"
MATCH EXISTINGCONDITIONS
4
CONCRETE SIDEWALK DETAIL
SEE CONSTRUCTION PLAN
5" MIN. THICK CONC.WALK 4,000 PSI MIN.28 DAY STRENGTHWWF 6X6-W2.9XW2.9W2.9XW2.9 2" BELOWTOP SURFACE EXISTINGGRADE
6" MIN. COMPACTEDAGGREGATE BASE, 95%STANDARD PROCTOR
NOTES:
1. SAW CUT AREA TO BE REPAIRED/REPLACED. DISPOSE OFDEBRIS PROPERLY OFF SITE.
2. INSTALL FORMS AS NECESSARY.
3. COMPACT EXISTING SUBGRADE MATERIAL TO ACHIEVE 95%COMPACTION.
4. CONCRETE TO BE 4,000 PSI AIR ENTRAINED CONCRETE.
5. INSTALL CONTROL JOINTS EVERY 10 LINEAR FEET.
5
ASPHALT PAVEMENT DETAIL
SCALE:N.T.S.
2" HOT BIT.PAVEMENTSURFACE COURSE EXISTINGSURFACE
6" MIN. COMPACTED SUBGRADE (100% STD. PROCTOR)
EXISTING BASE
(TYP.)
2% SLOPE
(SEE NOTE 1)
NOTE:
1. MAINTAIN EXISTING DRAINAGE PATTERNS.SLOPE TOWARD EXISTING STORM DRAIN.
SEAL AT SAW CUTSEAM (TYP.)
6
6-8" COMPACTED NCDOT TYPE ABCSTONE (100% STD. PROCTOR)NOTES:
1. THIS TEMPORARY PROTECTION FOR EXISTINGCATCH BASIN INLETS TO BE REMOVED BYCONTRACTOR AFTER COMPLETION OF WORK.
2. DETAIL SIMILAR FOR ROUND INLET.
INSTALLATION DETAIL
1" REBAR FOR BAGREMOVAL FROM INLET
(REBAR NOT INCLUDED)
OVERFLOW
SILTSACKDUMP LOOPS(REBAR NOTINCLUDED)
EXPANSIONRESTRAINT
FOAM
EXISTING GRATE
SCALE: N.T.S.
CATCH BASIN INLET PROTECTION DETAIL 8
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:11-04'00'
SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
C-8
CONSTRUCTION
DETAILS V
SCALE: N.T.S.12023-2024 FDOT STANDARD PLANS INDEX 711-001 - PAVEMENT MARKINGS
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:13-04'00'
E
WV
IV
IVIV IVIV
IVIV
IV
IV
CO
IVIV
SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
C-9
CONSTRUCTION
DETAILS VI
FINISHGRADE
EXISTING LIGHT POLE
PROPOSED ARUBAACCESS POINT
PROPOSED ARUBA MOUNT (TYP.)
SCALE: N.T.S.
2ARUBA ACCESS POINT POLE MOUNTING DETAIL
PROPOSED HOSECLAMPS (TYP.-2)(SEE NOTE)
NOTE:
1. ATTACH MOUNT TO EXISTING POLE IN ACCORDANCE WITH MANUFACTURER INSTALLATION INSTRUCTIONS.
12
'
-
0
"
M
I
N
.
1'-6"1'-0"
5'-
0
"
18"Ø, 4000 PSICONCRETE FOOTING
CROWN EACHFOOTING
FINISH GRADE
12
'
-
0
"
M
I
N
.
4" SCH. 40 PIPE(GALV.) WITH PIPE CAP
HOSE CLAMP (TYP.-2)
PROPOSED ARUBAACCESS POINT
PROPOSED ARUBA MOUNT (TYP.)
CONDUIT STRAP EVERY 3' MIN. (TYP.-3)
SCALE: N.T.S.
ARUBA ACCESS POINT POLE MOUNTING DETAIL
1" LIQUID-TIGHT NON-METALLICCONDUIT W/ FITTINGS
3
SCALE:1"=30' FOR 11"x17"1"=15' FOR 22"x34"
15'0'30'
1WI-FI ACCESS COVERAGE PLAN
PROPOSED Wi-Fi ACCESS POINTMOUNTED TO PROPOSED POST
(MOUNT PER MANUFACTURER SPEC)(12'-0" AGL) (TYP.-1)C-9
3
PROPOSED Wi-Fi ACCESS POINT MOUNTED TOEXISTING LIGHT POLE (MOUNT PERMANUFACTURER SPEC) (12'-0" AGL) (TYP.-4)C-9
2
EXISTING LIGHT FIXTURE
80' WI-FI RADIUS
(TYP.-5)
NOTE:
1. ATTACH MOUNT TO PROPOSED POLEIN ACCORDANCE WITH MANUFACTURERINSTALLATION INSTRUCTIONS.
1" LIQUID-TIGHT NON-METALLIC
CONDUIT W/ FITTINGS
CONDUIT STRAP EVERY 3' MIN. (TYP.-3)
LEGEND
ACCESS POINT MOUNTEDON EXISTING LIGHT POLE
ACCESS POINT MOUNTEDON PROPOSED POLE
PROPOSED H-FRAMEFOR TELCO BOX E-5
3
PROPOSED UNDERGROUNDCOMMUNICATION LINE
UNDERGROUNDCOMMUNICATION FIBER LINEUC
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:13-04'00'
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:14-04'00'
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:15-04'00'
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:16-04'00'
SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
E-1
ELECTRICAL ONE-LINEDIAGRAM I
NOTES:
1. CONDUCTOR LENGTHS ARE ESTIMATES ONLY. FINAL CONDUCTOR ROUTING PATH ANDLENGTHS SHALL BE DETERMINED BY THE CONTRACTOR IN THE FILED BASED ONPHYSICAL MEASUREMENTS. CONTRACTOR TO ORDER CONDUCTORS BASED ON FIELD
MEASUREMENTS (MUST BE APPROVED BY TESLA INSTALLATION MANAGER).
2. ALL ELECTRICAL WORK AND RELATED ACTIVITIES PREFORMED ON-SITE SHALL BEDONE IN ACCORDANCE WITH NATIONAL ELECTRIC CODE (NEC) AND UTILITY
COMPANY STANDARDS.
3. NEUTRAL MUST BE INCLUDED FOR PROPER OPERATION OF TESLA SUPERCHARGERS.
4. ALL CONDUCTORS TO RECEIVE ANTI-OXIDATIVE COATING DURING INSTALLATION.
5. ALL EQUIPMENT SHALL BE HOUSED IN LOCKABLE, NEMA 3R ENCLOSURE.
6. USE OF DURALINE FOR SUPERCHARGER TO CHARGE POST DC CONDUITS IS ANAPPROVED ASSEMBLY
7. DC RUN LENGTH MAXIMUM IS 330' INCLUDING BURIED DEPTH. ANY DC RUNLENGTHS OVER THE MAXIMUM SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTIONOF TESLA.
8. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE COORDINATED WITHTHE APPROPRIATE UTILITY ENGINEER AT TIME OF PRE CONSTRUCTION MEETING TOENSURE ACCURACY OF INSTALLATION.
9. UTILITY CONDUITS, CONNECTORS, TRANSFORMER PAD & TRANSFORMER FOUNDATIONTO BE INSTALLED PER UTILITY SPECIFICATION. CONFIRM LATEST SPECIFICATIONSPRIOR TO CONSTRUCTION.
10. EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREA OF PROPOSED TRENCH &EQUIPMENT SITE AREA. HAND DIG AND RELOCATE AS REQUIRED.
11. CONTRACTOR RESPONSIBLE FOR ALL TRAFFIC SAFETY MEASURES THROUGHOUTDURATION OF CONSTRUCTION. COORDINATE ANY ACCESS ROAD CLOSURESW/OWNER.
12. CONTRACTOR TO GROUND SYSTEM TO CONCRETE-ENCASED GROUNDING ELECTRODEPER NEC 250.50. GROUNDING RESISTANCE SHALL BE LESS THAN 25Ω PER NEC.CONTRACTOR TO ADD GROUND RODS TO SYSTEM UNTIL PROPER RESISTANCE ISMET.
13. THE DC BUS SHALL BE CONFIGURED IN A RADIAL FASHION WHERE ALLCONDUCTORS ROUTE FROM EACH 'TYPICAL' SUPERCHARGER CABINET, TO THE ONE,'STAR-CENTER' SUPERCHARGER CABINET.
14. USE OF DURALINE FOR SUPERCHARGER TO CHARGE POST DC CONDUITS IS AN
APPROVED ASSEMBLY. (SEE TUV CERTIFICATION ON SHEET E-7).
SCOPE OF WORK BY UTILITY BY CONTRACTOR
PROVIDE & INSTALL PRIMARY CONDUCTORS
PROVIDE & INSTALL PRIMARY TRENCHING &CONDUITS
PROVIDE & INSTALL SECONDARY CONDUCTORS
PROVIDE & INSTALL SECONDARY TRENCHING &CONDUITS
INSTALL UTILITY METER BASE & METER PEDESTAL
PROVIDE & INSTALL TRANSFORMER PAD &ASSOCIATED GROUNDING
X
X
X
X
UTILITY S.O.W. RESPONSIBILITIES
PROVIDE UTILITY TRANSFORMER W/INTERNAL CTs X
INSTALL PRIMARY CONNECTIONS AT TRANSFORMER X
INSTALL SECONDARY CONNECTIONS AT TRANSFORMER X
PROVIDE UTILITY METER BASE & METER PEDESTAL
PROVIDE & INSTALL UTILITY METER X
X
X
X
SERVICE ELECTRICAL CIRCUIT SCHEDULE
NO: FROM TO CONFIGURATION
TRANSFORMER PROPOSED 3000ASWITCHGEAR
[10 SETS](3) 600MCM AL (THWN-2) &
(1) 600MCM AL (THWN-2) NEUT IN 4" PVCCONDUIT
PROPOSED SERVICEEQUIPMENT: PANEL
(600A BREAKER)
PROPOSED TESLASUPERCHARGER
[2 SETS:](3) 500MCM AL (THWN-2)(1) 500MCM AL (THWN-2) NEUT
(1) 2/0 AL EGC* IN 4"
PVC/HDPE CONDUIT**
PROPOSED TESLASUPERCHARGER PROPOSED TESLA POST
[1 SET PER CHARGING POST](4) 600MCM AL (XHHW-2) (1000V),
(1) #2/0 CU EGC, &(1) 1000V V4 LV+COMM CABLE***IN 4" PVC/HDPE**
'STAR CENTER'SUPERCHARGERCABINET DC BUS
DC BUS OF EACHTYPICALSUPERCHARGERCABINET
[2 SETS]
(2) 600MCM AL (XHHW-2)(1) #1/0 CU GROUND &(1) #3/0 AWG AL DC MID 1000V RATEDIN 3" PVC/HDPE**
SITE CONTROLLER SUPERCHARGER (1) SHIELDED 600V CAT6+ IN 1" PVC/HDPE**
PROPOSED ROUTER PROPOSED WIFIANTENNA (1) CAT6 COMM CABLE IN 1" PVC/HDPECONDUIT**
PROPOSED SERVICEBREAKERS PROPOSED EPO (2) #12, (1) #12 G IN 3/4" CONDUIT
PROPOSED 4000ASWITCHGEAR PROPOSED TESLALEVEL 2 ENCLOSURE
[1 SET](4) 600MCM CU &(1) #3 AWG CU GROUND IN 4" CONDUIT
PROPOSED TESLALEVEL 2 ENCLOSURE
PROPOSED TESLALEVEL 2 UNIVERSALVEHICLE CHARGER
[1 SET PER CHARGER](2) #6 AWG CU (THWN-2) &
(1) #10 AWG CU (THWN-2) GROUND IN 1"PVC/HDPE CONDUIT**
* MODIFIED PER NEC 250.64(A)(2)** PER UL 615A AND NEC 253, LISTED HDPE CONDUIT PERMITTED. CONTRACTOR TO CONFIRM USE W/TESLA CM*** 1000V V4 COMM WIRE TO BE ROUTED IN 4" CONDUIT. 1.25" DURALINE CAN BE INSTALLED FOR LONGRUNS (200+ FT)
1
2
3
4
5
6
7
8
9
SCALE: N.T.S.
1SYSTEM ONE-LINE DIAGRAM FOR SWITCHGEAR #1
600A,3P
2 5
PROPOSED VEHICLE CHARGING POSTS(TYP.-4 PER SUPERCHARGER)
4
TYPICALSUPERCHARGERCABINET
#1
A BCD
'STAR CENTER'SUPERCHARGERCABINET
#3
3
A BCD A BCD
SITE MASTERCONTROLLER
FACTORYINSTALLEDWIRING
6
POWER SUPPLY120VAC - 24VDC
FIBERROUTER
15A, 2PFUSE
3AFUSE
3AFUSE
3KVACPT
480V
120V
3000A, 480/277V, 3Ø, 4W, 65KAIC, NEMA 3R SWITCHGEAR MOUNTED ON CONCRETE PAD
4
33
600A,3P 600A,3P 15A,2P
A B C D
3
TYPICALSUPERCHARGERCABINET
#4
600A,3PM14000A/3AF
3000A/3AT100% RATEDW/RELTSWITCH
GR
N
D
NE
U
T
#3/0 AWG BARE CuGROUNDING ELECTRODECONDUCTOR PER NEC250.66(B)
CONCRETE ENCASEDELECTRODE PER NEC250.52(A)(3) OR (2)
#3/0 AWG BARE Cu GROUNDINGELECTRODE CONDUCTOR PERNEC 250.66(A)
600 KCMIL CuPER NEC 250.66
PROPOSED 3000A SERVICEEQUIPMENT 480/277V, 3Ø, 4W,65KAIC, NEMA 3R, LOCKABLE
GROUNDING ELECTRODE5/8"x8'-0" COPPER CLADGROUND ROD INSTALLATIONPER NEC 250.52(A)(5),250.53(A) & 250.68
6'-0"
MIN.SYSTEM GROUNDING RESISTANCESHALL BE LESS THAN 25Ω PER NEC.ADD ADDITIONAL GROUND RODS ASNEEDED TO SYSTEM UNTILRESISTANCE IS MET. COORDINATEWITH VENDOR FOR REQUIRED SYSTEMGROUNDING RESISTANCE BEYOND 25Ω
MAIN BREAKER SECTION
MANUFACTURER-PROVIDEDMAIN BONDING JUMPERPER NEC 250.24(A)(4),250.28(C), 250.8(A)(7)
1
M
UTILITY APPROVEDMETER ENCLOSUREFOR TESLA SERVICE
PROPOSED UTILITYGROUND(PER UTILITY)
PROPOSEDUTILITYTRANSFORMER #1W/INTERNAL CTs
GFPST
EPO #1 TO BEMOUNTED TO POST
7
EPO
7
A B C D
3
TYPICALSUPERCHARGERCABINET
#5
A B C D
3
TYPICALSUPERCHARGERCABINET
#6
TYPICALSUPERCHARGERCABINET
#2
4 4
600A,3P 600A,3P
5AFUSE
PROPOSED WIFIACCESS POINT
4
GROUND PERTESLA STANDARDS
UTILITY FAULTCURRENT
TRANSFORMER: TBDSECONDARY VOLTAGE: 277/480VSECONDARY FAULT CURRENT: TBD
* FINAL FAULT CURRENT INFORMATIONPROVIDED BY FPL
FACTORY INSTALLEDSECONDARY WIRING (BY
MANUFACTURER)
60A2P
10'-0" MAX.DISTANCE
160KVA TRANSFORMER FACTORYINSTALLED BY SWITCHGEARMANUFACTURERPRI: 480V - 3Ø 65kAICSEC: 240V - 3Ø 3W 10kAIC
9
LEVEL 2 ENCLOSURE
LEVEL 2CHARGER#1
60A2P
LEVEL 2CHARGER#2
60A2P
LEVEL 2CHARGER#3
60A2P
LEVEL 2CHARGER#4
8
60A2P
LEVEL 2CHARGER#5
60A2P
LEVEL 2CHARGER#6
400A3P
1.25" CONDUIT FORFIBER CABLE TOSWITCHGEAR #2
600A,3PSPARE
600A,3PSPARE
250A3P
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:16-04'00'
SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
E-2
ELECTRICAL ONE-LINEDIAGRAM II
SCALE: N.T.S.
1SYSTEM ONE-LINE DIAGRAM FOR SWITCHGEAR #2
600A,3P
2 5
PROPOSED VEHICLE CHARGING POSTS(TYP.-4 PER SUPERCHARGER)
4
TYPICALSUPERCHARGERCABINET
#7
A BCD
'STAR CENTER'SUPERCHARGERCABINET
#9
3
A BCD A BCD
SITE MASTERCONTROLLER
FACTORYINSTALLEDWIRING
POWER SUPPLY120VAC - 24VDC
15A, 2PFUSE
3AFUSE
3AFUSE
3KVACPT
480V
120V
3000A, 480/277V, 3Ø, 4W, 65KAIC, NEMA 3R SWITCHGEAR MOUNTED ON CONCRETE PAD
4
33
600A,3P 600A,3P 15A,2P
A B C D
3
TYPICALSUPERCHARGERCABINET
#10
600A,3PM13000A/3AF
3000A/3AT100% RATEDW/RELTSWITCH
GR
N
D
NE
U
T
#3/0 AWG BARE CuGROUNDING ELECTRODECONDUCTOR PER NEC250.66(B)
CONCRETE ENCASEDELECTRODE PER NEC250.52(A)(3) OR (2)
#3/0 AWG BARE Cu GROUNDINGELECTRODE CONDUCTOR PERNEC 250.66(A)
600 KCMIL CuPER NEC 250.66
PROPOSED 3000A SERVICEEQUIPMENT 480/277V, 3Ø, 4W,65KAIC, NEMA 3R, LOCKABLE
GROUNDING ELECTRODE5/8"x8'-0" COPPER CLADGROUND ROD INSTALLATIONPER NEC 250.52(A)(5),250.53(A) & 250.68
6'-0"
MIN.SYSTEM GROUNDING RESISTANCESHALL BE LESS THAN 25Ω PER NEC.ADD ADDITIONAL GROUND RODS ASNEEDED TO SYSTEM UNTILRESISTANCE IS MET. COORDINATEWITH VENDOR FOR REQUIRED SYSTEMGROUNDING RESISTANCE BEYOND 25Ω
MAIN BREAKER SECTION
MANUFACTURER-PROVIDEDMAIN BONDING JUMPERPER NEC 250.24(A)(4),250.28(C), 250.8(A)(7)
1
M
UTILITY APPROVEDMETER ENCLOSUREFOR TESLA SERVICE
PROPOSED UTILITYGROUND(PER UTILITY)
PROPOSEDUTILITYTRANSFORMER #2W/INTERNAL CTs
GFPST
EPO #2 TO BEMOUNTED TO POST
6
EPO
6
A B C D
3
TYPICALSUPERCHARGERCABINET
#11
A B C D
3
TYPICALSUPERCHARGERCABINET
#12
TYPICALSUPERCHARGERCABINET
#8
4 4
600A,3P 600A,3P
5AFUSE
4
GROUND PERTESLA STANDARDS
NOTES:
1. CONDUCTOR LENGTHS ARE ESTIMATES ONLY. FINAL CONDUCTOR ROUTING PATH ANDLENGTHS SHALL BE DETERMINED BY THE CONTRACTOR IN THE FILED BASED ONPHYSICAL MEASUREMENTS. CONTRACTOR TO ORDER CONDUCTORS BASED ON FIELD
MEASUREMENTS (MUST BE APPROVED BY TESLA INSTALLATION MANAGER).
2. ALL ELECTRICAL WORK AND RELATED ACTIVITIES PREFORMED ON-SITE SHALL BEDONE IN ACCORDANCE WITH NATIONAL ELECTRIC CODE (NEC) AND UTILITY
COMPANY STANDARDS.
3. NEUTRAL MUST BE INCLUDED FOR PROPER OPERATION OF TESLA SUPERCHARGERS.
4. ALL CONDUCTORS TO RECEIVE ANTI-OXIDATIVE COATING DURING INSTALLATION.
5. ALL EQUIPMENT SHALL BE HOUSED IN LOCKABLE, NEMA 3R ENCLOSURE.
6. USE OF DURALINE FOR SUPERCHARGER TO CHARGE POST DC CONDUITS IS ANAPPROVED ASSEMBLY
7. DC RUN LENGTH MAXIMUM IS 330' INCLUDING BURIED DEPTH. ANY DC RUNLENGTHS OVER THE MAXIMUM SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTIONOF TESLA.
8. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE COORDINATED WITHTHE APPROPRIATE UTILITY ENGINEER AT TIME OF PRE CONSTRUCTION MEETING TOENSURE ACCURACY OF INSTALLATION.
9. UTILITY CONDUITS, CONNECTORS, TRANSFORMER PAD & TRANSFORMER FOUNDATIONTO BE INSTALLED PER UTILITY SPECIFICATION. CONFIRM LATEST SPECIFICATIONSPRIOR TO CONSTRUCTION.
10. EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREA OF PROPOSED TRENCH &EQUIPMENT SITE AREA. HAND DIG AND RELOCATE AS REQUIRED.
11. CONTRACTOR RESPONSIBLE FOR ALL TRAFFIC SAFETY MEASURES THROUGHOUTDURATION OF CONSTRUCTION. COORDINATE ANY ACCESS ROAD CLOSURESW/OWNER.
12. CONTRACTOR TO GROUND SYSTEM TO CONCRETE-ENCASED GROUNDING ELECTRODEPER NEC 250.50. GROUNDING RESISTANCE SHALL BE LESS THAN 25Ω PER NEC.CONTRACTOR TO ADD GROUND RODS TO SYSTEM UNTIL PROPER RESISTANCE ISMET.
13. THE DC BUS SHALL BE CONFIGURED IN A RADIAL FASHION WHERE ALLCONDUCTORS ROUTE FROM EACH 'TYPICAL' SUPERCHARGER CABINET, TO THE ONE,'STAR-CENTER' SUPERCHARGER CABINET.
14. USE OF DURALINE FOR SUPERCHARGER TO CHARGE POST DC CONDUITS IS AN
APPROVED ASSEMBLY. (SEE TUV CERTIFICATION ON SHEET E-7).
SCOPE OF WORK BY UTILITY BY CONTRACTOR
PROVIDE & INSTALL PRIMARY CONDUCTORS
PROVIDE & INSTALL PRIMARY TRENCHING &CONDUITS
PROVIDE & INSTALL SECONDARY CONDUCTORS
PROVIDE & INSTALL SECONDARY TRENCHING &CONDUITS
INSTALL UTILITY METER BASE & METER PEDESTAL
PROVIDE & INSTALL TRANSFORMER PAD &ASSOCIATED GROUNDING
X
X
X
X
UTILITY S.O.W. RESPONSIBILITIES
PROVIDE UTILITY TRANSFORMER W/INTERNAL CTs X
INSTALL PRIMARY CONNECTIONS AT TRANSFORMER X
INSTALL SECONDARY CONNECTIONS AT TRANSFORMER X
PROVIDE UTILITY METER BASE & METER PEDESTAL
PROVIDE & INSTALL UTILITY METER X
X
X
X
SERVICE ELECTRICAL CIRCUIT SCHEDULE
NO: FROM TO CONFIGURATION
TRANSFORMER PROPOSED 3000ASWITCHGEAR
[10 SETS](3) 600MCM AL (THWN-2) &(1) 600MCM AL (THWN-2) NEUT IN 4" PVCCONDUIT
PROPOSED SERVICEEQUIPMENT: PANEL(600A, 80% RATED)
PROPOSED TESLASUPERCHARGER
[2 SETS:]
(3) 500MCM AL (THWN-2)
(1) 500MCM AL (THWN-2) NEUT(1) 2/0 AL EGC* IN 4"PVC/HDPE CONDUIT**
PROPOSED TESLASUPERCHARGER PROPOSED TESLA POST
[1 SET PER CHARGING POST](4) 600MCM AL (XHHW-2) (1000V),(1) #2/0 CU EGC, &(1) 1000V V4 LV+COMM CABLE***
IN 4" PVC/HDPE**
'STAR CENTER'SUPERCHARGERCABINET DC BUS
DC BUS OF EACHTYPICALSUPERCHARGERCABINET
[2 SETS](2) 600MCM AL (XHHW-2)(1) #1/0 CU GROUND &
(1) #3/0 AWG AL DC MID 1000V RATEDIN 3" PVC/HDPE**
SITE CONTROLLER SUPERCHARGER (1) SHIELDED 600V CAT6+ IN 1" PVC/HDPE**
PROPOSED SERVICEBREAKERS PROPOSED EPO (2) #12, (1) #12 G IN 3/4" CONDUIT
PROPOSED ROUTER PROPOSED WIFIANTENNA (1) CAT6 COMM CABLE IN 1" PVC/HDPECONDUIT**
* MODIFIED PER NEC 250.64(A)(2)** PER UL 615A AND NEC 253, LISTED HDPE CONDUIT PERMITTED. CONTRACTOR TO CONFIRM USE W/TESLA CM*** 1000V V4 COMM WIRE TO BE ROUTED IN 4" CONDUIT. 1.25" DURALINE CAN BE INSTALLED FOR LONGRUNS (200+ FT)
1
2
3
4
5
6
7
UTILITY FAULTCURRENT
TRANSFORMER: TBDSECONDARY VOLTAGE: 277/480VSECONDARY FAULT CURRENT: TBD
* FINAL FAULT CURRENT INFORMATIONPROVIDED BY FPL
7
FIBERROUTER
PROPOSED WIFIACCESS POINT
1.25" CONDUIT FORFIBER CABLE TOSWITCHGEAR #1
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:17-04'00'
SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
E-3
PANEL SCHEDULES
SCALE: N.T.S.3LEVEL 2 LOAD SCHEDULE
SCALE: N.T.S.1SWITCHBOARD #1 LOAD SCHEDULE
SCALE: N.T.S.2SWITCHBOARD #2 LOAD SCHEDULE
SERVICE SWITCHBOARD 'SS-TESLA #1' LOAD SCHEDULE
CKT NO.TRIP AMPS DESCRIPTION
KVA KVA DESRIPTION TRIP AMPS CKT NO.A BCA BC
1
600A SUPERCHARGER #1
129.00 - - 129.00 - -
SUPERCHARGER #2 600A
2
3 - 129.00 - - 129.00 -4
5 - - 129.00 - - 129.00 6
7
600A SUPERCHARGER #3
129.00 - - 129.00 - -
SUPERCHARGER #4 600A
8
9 - 129.00 - - 129.00 - 10
11 - - 129.00 - - 129.00 12
13
600A SUPERCHARGER #5
129.00 - - 129.00 - -
SUPERCHARGER #6 600A
14
15 - 129.00 - - 129.00 - 16
17 - - 129.00 - - 129.00 18
19- - ---23.00 --
LEVEL 2 PANEL 250A
20
21- - ----23.00 -22
23- - -----23.00 24
25 15A SITE LIGHTING 0.75 --0.05 --SITE CONTROLLER 15A
26
27 15A CRADLEPOINT WIFI 0.25 ---0.05 -28
TOTAL CONNECTED
PHASE A B C TOTAL
APPARENT POWER 798.1KVA 797.1KVA 797.0KVA 2392.1KVA
CURRENT 2877.2 A
LOADCENTER 'LC-1' LOAD SCHEDULE
CKT NO. TRIP AMPS DESCRIPTION
KVA KVA DESRIPTION TRIP AMPS CKT NO.ABCABC
1 60A G3WC-1 5.76 - - 5.76 - -G3WC-2 60A 2
3 - 5.76 - - 5.76 - 4
5 60A G3WC-3
- - 5.76 - - 5.76 G3WC-4 60A
6
7 5.76 - - 5.76 - - 8
9 60A G3WC-5
-5.76 --5.76 -G3WC-6 60A
10
11 - -5.76 --5.76 12
13- - ------ - -14
15- - ------ - -16
17- - ------ - -18
19- - ------ - -20
TOTAL CONNECTED
PHASE A B C TOTAL
APPARENT POWER 23.0 KVA 23.0 KVA 23.0 KVA 69.1 KVA
CURRENT 166.3 A
SERVICE SWITCHBOARD 'SS-TESLA #2' LOAD SCHEDULE
CKT NO.TRIP AMPS DESCRIPTION
KVA KVA DESRIPTION TRIP AMPS CKT NO.A BCA BC
1
600A SUPERCHARGER #1
129.00 - - 129.00 - -
SUPERCHARGER #2 600A
2
3 - 129.00 - - 129.00 -4
5 - - 129.00 - - 129.00 6
7
600A SUPERCHARGER #3
129.00 - - 129.00 - -
SUPERCHARGER #4 600A
8
9 - 129.00 - - 129.00 - 10
11 - - 129.00 - - 129.00 12
13
600A SUPERCHARGER #5
129.00 - - 129.00 - -
SUPERCHARGER #6 600A
14
15 - 129.00 - - 129.00 - 16
17 - - 129.00 - - 129.00 18
19- - ---0.05 --SITE CONTROLLER 15A
20
21- - ----0.05 -22
TOTAL CONNECTED
PHASE A B C TOTAL
APPARENT POWER 774.1KVA 774.1KVA 774.0KVA 2322.1KVA
CURRENT 2793.1 A
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:19-04'00'
SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
E-4
ELECTRICAL & UTILITYDETAILS I
SECONDARY SERVICE LENGTHS
TRANSFORMER #1 TOSWITCHGEAR #1*:9' 34'
TOTAL LENGTH OF AC AL WIRE**:136'
NUMBER OF WIRE SETS:10
TOTAL LENGTH OF AL WIRE***:1,360'
TRANSFORMER #2 TOSWITCHGEAR #2*:17' 42'
TOTAL LENGTH OF AC AL WIRE**:168'
NUMBER OF WIRE SETS:10
TOTAL LENGTH OF AL WIRE***:1,680'
NOTES:
1. ANY DC RUN OVER 330' SHALL BE BROUGHT TO THE ATTENTIONOF TESLA CM.
* 22 FT IS ADDED TO THE HORIZONTAL RUN LENGTH TOACCOUNT FOR BURIED DEPTH & TRANSITIONS.
** ESTIMATED LENGTH OF DC WIRE = SUM OF ESTIMATED LENGTHX 4 WIRES PER SUPERCHARGER
NOTES:
* AC CONDUCTORS: 25 FT IS ADDED TO THE HORIZONTAL RUNLENGTH TO ACCOUNT FOR BURIED DEPTH & TRANSITIONS.
** ESTIMATED LENGTH OF Al WIRE = SUM OF ESTIMATED LENGTHX 4 WIRES PER SET
*** LENGTH OF AL WIRE PER DISCONNECT =ESTIMATED TOTAL
LENGTH OF AL WIRE X # WIRE SETS
NOTES:
* AC CONDUCTORS: 25 FT IS ADDED TO THE HORIZONTAL RUNLENGTH TO ACCOUNT FOR BURIED DEPTH & TRANSITIONS.
** ESTIMATED LENGTH OF Al WIRE = SUM OF ESTIMATEDLENGTH X 4 WIRES PER SUPERCHARGER
*** LENGTH = LENGTH OF AC AL WIRE PER CONDUIT X # OFCONDUITS
**** TOTAL LENGTH = SUM OF AC LENGTHS
***** TOTAL LENGTH OF EGC = LENGTH X # SETS
SCALE: N.T.S.
1CONDUCTOR LENGTH TABLES
AC SUPERCHARGER LENGTHS
SUPERCHARGER LINEAR LENGTHSWITCHGEAR TOSUPERCHARGER
ESTIMATEDLENGTH*
1 28' 53'
LENGTH OF AC AL WIRE PER CONDUIT**: 212'
TOTAL NUMBER OF CONDUITS: 2
LENGTH OF AC AL WIRE ***: 424'
2 23' 48'
LENGTH OF AC AL WIRE PER CONDUIT**: 192'
TOTAL NUMBER OF CONDUITS: 2
LENGTH OF AC AL WIRE***: 384'
3 18' 43'
LENGTH OF AC AL WIRE PER CONDUIT**: 172'
TOTAL NUMBER OF CONDUITS: 2
LENGTH OF AC AL WIRE***: 344'
4 13' 38'
LENGTH OF AC AL WIRE PER CONDUIT**: 152'
TOTAL NUMBER OF CONDUITS: 2
LENGTH OF AC AL WIRE***: 304'
5 8' 33'
LENGTH OF AC AL WIRE PER CONDUIT**: 132'
TOTAL NUMBER OF CONDUITS: 2
LENGTH OF AC AL WIRE***: 264'
63'28'
LENGTH OF AC AL WIRE PER CONDUIT**:112'
TOTAL NUMBER OF CONDUITS:2
LENGTH OF AC AL WIRE***:224'
7 3' 28'
LENGTH OF AC AL WIRE PER CONDUIT**:112'
TOTAL NUMBER OF CONDUITS:2
LENGTH OF AC AL WIRE***:224'
8 8' 33'
LENGTH OF AC AL WIRE PER CONDUIT**:132'
TOTAL NUMBER OF CONDUITS:2
LENGTH OF AC AL WIRE***:264'
9 13' 38'
LENGTH OF AC AL WIRE PER CONDUIT**:152'
TOTAL NUMBER OF CONDUITS:2
LENGTH OF AC AL WIRE***:304'
10 5' 30'
LENGTH OF AC AL WIRE PER CONDUIT**:120'
TOTAL NUMBER OF CONDUITS:2
LENGTH OF AC AL WIRE***:240'
11 10' 35'
LENGTH OF AC AL WIRE PER CONDUIT**:140'
TOTAL NUMBER OF CONDUITS:2
LENGTH OF AC AL WIRE***:280'
12 15' 40'
LENGTH OF AC AL WIRE PER CONDUIT**:160'
TOTAL NUMBER OF CONDUITS: 2
LENGTH OF AC AL WIRE***: 320'
TOTAL LENGTH OF AC AL WIRE****:3,576'
TOTAL LENGTH OF EGC*****:894'
DC CHARGING POST LENGTHS
SUPERCHARGER CHARGE POST LINEAR LENGTH
ESTIMATED DCWIRE LENGTH*
1
1A 95' 117'
1B 104' 126'
1C 113' 135'
1D 122' 144'
2
2A 126' 148'
2B 135' 157'
2C 144' 166'
2D 159' 181'
3
3A 163' 185'
3B 172' 194'
3C 181' 203'
3D 190' 212'
4
4A 194' 216'
4B 203' 225'
4C 212' 234'
4D 221' 243'
5
5A 226' 248'
5B 241' 263'
5C 250' 272'
5D 259' 281'
6
6A 263' 285'
6B 272' 294'
6C 281' 303'
6D 290' 312'
7
7A 282' 304'
7B 264' 286'
7C 239' 261'
7D 230' 252'
8
8A 228' 250'
8B 219' 241'
8C 210' 232'
8D 188' 210'
9
9A 188' 210'
9B 167' 189'
9C 167' 189'
9D 146' 168'
10
10A 149' 171'
10B 128' 150'
10C 128' 150'
10D 107'129'
11
11A 107'129'
11B 81' 103'
11C 72'94'
11D 63' 85'
12
12A 55'77'
12B 46'68'
12C 37' 59'
12D 28' 50'
CONDUIT LENGTH:9,201'
TOTAL CONDUCTOR LENGTH**:36,804'
TOTAL LENGTH OF #2/0 AWG GND & COMM CABLE**:9,201'
TESLA AC CHARGING POST LENGTHS
CHARGE POST LINEAR LENGTH
ESTIMATED ACWIRE LENGTH*
1 35' 57'
2 35' 57'
3 53' 75'
4 53' 75'
5 68' 90'
6 92' 114'
CONDUIT LENGTH:* 468'
TOTAL CONDUCTOR LENGTH**:1,872'
TOTAL LENGTH OF EGC: 264'
NOTES:
* AC CONDUCTORS: 22 FT IS ADDED TO THE HORIZONTAL RUNLENGTH TO ACCOUNT FOR BURIED DEPTH & TRANSITIONS.
** ESTIMATED LENGTH OF Al WIRE = SUM OF ESTIMATEDLENGTH X 4 WIRES PER SUPERCHARGER
*** TOTAL LENGTH OF EGC = LENGTH X # SETS
PLAN VIEW(DOOR OPEN)FRONT VIEW(SHOWN WITHOUT DOORS)
CONDUIT CONFIGURATIONSECTION
SCALE: N.T.S.3EV-2 MCB SWITCHGEAR NO. 2
PLAN VIEW(DOOR OPEN)FRONT VIEW(SHOWN WITHOUT DOORS)
CONDUIT CONFIGURATIONSECTION
SCALE: N.T.S.2EV-2 MCB SWITCHGEAR NO. 1
SCALE: N.T.S.4EV-2 MCB LEVEL 2 SWITCHGEAR
CONDUIT CONFIGURATIONSECTION
PLAN VIEW(DOOR OPEN)FRONT VIEW(SHOWN WITHOUT DOORS)
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:20-04'00'
SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
E-5
ELECTRICAL & UTILITYDETAILS II
NOTES:
1. CONDUCTOR LENGTHS ARE ESTIMATES ONLY. FINAL CONDUCTOR ROUTING PATH AND LENGTHSSHALL BE DETERMINED BY THE CONTRACTOR IN THE FILED BASED ON PHYSICALMEASUREMENTS. CONTRACTOR TO ORDER CONDUCTORS BASED ON FIELD MEASUREMENTS(MUST BE APPROVED BY TESLA INSTALLATION MANAGER).
2. ALL ELECTRICAL WORK AND RELATED ACTIVITIES PREFORMED ON-SITE SHALL BE DONE INACCORDANCE WITH NATIONAL ELECTRIC CODE (NEC) AND UTILITY COMPANY STANDARDS.
3. ALL CONDUCTORS TO RECEIVE ANTI-OXIDATIVE COATING DURING INSTALLATION.
4. ALL EQUIPMENT SHALL BE HOUSED IN LOCKABLE, NEMA 3R ENCLOSURE.
5. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE COORDINATED WITH THEAPPROPRIATE UTILITY ENGINEER AT TIME OF PRE CONSTRUCTION MEETING TO ENSUREACCURACY OF INSTALLATION.
6. UTILITY CONDUITS, CONNECTORS, TRANSFORMER PAD & TRANSFORMER FOUNDATION TO BEINSTALLED PER UTILITY SPECIFICATION. CONFIRM LATEST SPECIFICATIONS PRIOR TOCONSTRUCTION.
7. EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREA OF PROPOSED TRENCH &EQUIPMENT SITE AREA. HAND DIG AND RELOCATE AS REQUIRED.
8. CONTRACTOR RESPONSIBLE FOR ALL TRAFFIC SAFETY MEASURES THROUGHOUT DURATION OFCONSTRUCTION. COORDINATE ANY ACCESS ROAD CLOSURES W/OWNER.
9. CONTRACTOR TO GROUND SYSTEM TO CONCRETE-ENCASED GROUNDING ELECTRODE PER NEC250.50. GROUNDING RESISTANCE SHALL BE LESS THAN 25Ω PER NEC. CONTRACTOR TO ADDGROUND RODS TO SYSTEM UNTIL PROPER RESISTANCE IS MET.
10. CONTRACTOR TO REFERENCE WALL CONNECTOR INSTALLATION MANUAL (PUBLISHED BY TESLA)PRIOR TO CONSTRUCTION.
SCALE: N.T.S.3ELECTRICAL H-FRAME DETAIL
V.I
.
F
.
5'-
0
"
SPACE AS EQUIRED
1'-6"
1'-
0
"
V.I.F.
18"Ø, 4000 PSICONCRETE FOOTING
FINISH GRADE
CROWN EACHFOOTING
NOTES:
1. CONTRACTOR TO INSTALLELECTRICAL & METERINGEQUIPMENT PER UTILITYREQUIREMENTS.
2. CONTRACTOR TO KEEP H-FRAMEHEIGHT AS SHORT AS ALLOWABLEPER NEC REQUIREMENTS & SITECONDITIONS.
P1000T UNISTRUT(TYP.)
1/2" U-BOLT
(GALV.) (TYP.)
3" SCH. (3-1/2" O.D.) 40
PIPE (GALV.) WITH PIPECAP (TYP.-2)
SCALE: N.T.S.4SYSTEM PLACARDS
SERVICE DISCONNECT1 OF 2 DISCONNECTS
PLACE ON SWITCHGEARSERVICE DISCONNECT #1
NOTE:
1. PLACARDS TO BE MADE OF RED PHENOLIC PLASTIC W/ 1" WHITELETTERING. ATTACH PLACARDS USING RIVETS OR SELF-TAPPING SCREWS.
PLACE ON SWITCHGEARSERVICE DISCONNECT #2
SERVICE DISCONNECT2 OF 2 DISCONNECTS
PLACE ON EPO#1
EMERGENCY DISCONNECT1 OF 2, DISCONNECT 2LOCATED BYEAST EQUIPMENT
EMERGENCY DISCONNECT2 OF 2, DISCONNECT 1LOCATED BYWEST EQUIPMENT
PLACE ON EPO#2
TESLA EV SYSTEMDISCONNECT
PLACE ON EACHSERVICE DISCONNECT
SCALE: N.T.S.1TRANSFORMER PAD
SCALE: N.T.S.2POST MOUNTED METER DETAIL
NOTES:
1. SPECIFICATION TAKEN FROM FPL ELECTRIC SERVICE STANDARDS, NOVEMBER 2023.
2. CONTRACTOR TO CONFIRM LATEST SPECIFICATIONS & DESIGN W/UTILITY PRIOR TOCONSTRUCTION OR ORDERING.
3. METER TO BE INSTALLED ON MINIMUM 10'-0" x 0'-6" CONCRETE REINFORCED POST,4'-0" IN GROUND UNLESS OTHERWISE APPROVED BY UTILITY.
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:22-04'00'
SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
E-6
ELECTRICAL & UTILITYDETAILS III
SCALE: N.T.S.1DURALINE CONDUIT TUV CERTIFICATION
NOTES:
1. DURALINE SMOOTH-COR FLEX CONDUIT HAS BEEN CERTIFIED AS ACRITICAL COMPONENT OF THE SUPERCHARGER POST BY TUV.
2. PRODUCT WILL BE USED TO CONNECT THE SUPERCHARGER CABINETTO SUPERCHARGER POST.
3. DURALINE SMOOTH-COR FLEX CONDUIT SHALL NOT BE INSTALLEDWITHIN SUPERCHARGER CABINETS OR POST. CONTRACTOR SHALLTRANSITION SMOOTH-COR FLEXIBLE CONDUIT TO PVC CONDUIT ANDSWEEP PVC CONDUIT INTO THE SUPERCHARGER CABINETS OR POST.
SCALE: N.T.S.3DURALINE TO PVC TRANSITION
DURALINE SMOOTH-CORFLEX CONDUIT(SEE SERVICE ELECTRICALCIRCUIT SCHEDULE ONSHEET E-1 FOR CONDUIT
SIZE AND QUANTITY)
SUPERCHARGERCABINET
90° PVC TRANSITION INTO CHARGE POST(SEE NOTE 2)90° PVC TRANSITION INTO CABINET(SEE NOTE 2)
NOTES:
1. DURALINE SMOOTH-COR FLEX CONDUIT HAS BEENCERTIFIED AS A CRITICAL COMPONENT OF THESUPERCHARGER POST BY TUV. TESTING REPORTSSHOWING HOW THIS PRODUCT MEETS UL STANDARDSARE AVAILABLE UPON REQUEST. PRODUCT WILL BEUSED FOR "DC-POST" CONDUIT RUN.
2. DURALINE SMOOTH-COR FLEX CONDUITS REQUIRETHE USE OF 90° PVC TRANSITIONS AT EACH ENDAND/OR HARD BENDS. CONTRACTOR TO SUPPLYPVC TRANSITIONS TO TESLA EQUIPMENT.
SUPERCHARGERPOST (V4)
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:23-04'00'
SUBMITTALS
APPROVED BY:
CHECKED BY: NRK
NRK
REV. DATE DESCRIPTION
SITE NAME:
FORT LAUDERDALE, FL -GRIFFIN RD.(TRT ID: 34112)
SITE ADDRESS:
2081 GRIFFIN RD.FORT LAUDERDALE, FL 33004
DRAWN BY: HMP
PROJECT #:50123704
JOB #:50163349
0 03/21/24 ISSUED FOR S&S
1 10/31/24 ISSUED PER COMMENTS
2 04/11/25 ISSUED PER COMMENTS
3 04/21/25 ISSUED PER ENG. COMMENTS
4 05/01/25 ISSUED PER ZON. COMMENTS
5 05/15/25 ISSUED PER COMMENTS
6 05/23/25 ISSUED PER COMMENTS
7 05/27/25 ISSUED PER LS COMMENTS
8 05/30/25 ISSUED PER COMMENTS
9 06/05/25 ISSUED PER COMMENTS
Dewberry Engineers Inc.800 NORTH MAGNOLIA AVE.SUITE 1000ORLANDO, FL 32803PHONE: 407.843.5120FAX: 407.649.8664FLORIDA C.O.A. #8794
G-1
GROUNDING SCHEMATIC& DETAILS
CADWELD CONNECTIONS(OR APPROVED EQUAL)BURNDY CONNECTIONS(OR APPROVED EQUAL)
PARALLEL HORIZONTALCONDUCTORSPARALLEL THROUGHCONNECTION OF HORIZONTALTYPE PT
THROUGH CABLE TOGROUND RODTHROUGH CABLE TO TOPOF GROUND ROD TYPE GT
HORIZONTAL SPLICESPLICE OF HORIZONTALCABLES
HORIZONTAL STEEL SURFACETO FLAT STEEL SURFACE ORHORIZONTAL PIPE TYPE HS
VERTICAL STEEL SURFACECABLE DOWN AT 45° TOVERTICAL STEEL SURFACEINCLUDING PIPE TYPE VS
VERTICAL PIPECABLE DOWN AT 45° TORANGE OF VERTICALPIPES TYPE VS
"C" CONNECTORHYPRESS TYPE YGHC
BOND JUMPERFIELD FABRICATED GREENSTRANDED INSULATED TYPE2-YA-2
COPPER LUGSTWO HOLE - LONGBARREL LENGTH TYPEYA-2
SCALE: N.T.S.
GROUND CONNECTION DETAILS 2
GRADE
CONCRETE ENCASED ELECTRODE DETAIL
NOTE:
1. REBAR BONDED TOGETHER WITH STEEL TIE WIRES.
PROPOSEDCONCRETE PAD
#3/0 AWG COPPER EQUIPMENTGROUNDING CONDUCTORNON-METALLICPROTECTIVE SLEEVE
LISTED CONNECTION
SCALE: N.T.S.
SEE NOTE 1
3
1GROUNDING SCHEMATIC
SCALE: N.T.S.
GRND
NE
U
T
PANELBOARD
#3/0 Cu PERNEC 250.66
MANUFACTURER-PROVIDED MAINBONDING JUMPER PER NEC250.24(A)(4), 250.28(C),250.8(A)(7)
#3/0 AWG BARE Cu GROUNDINGELECTRODE CONDUCTOR PERNEC 250.66(B)
CONCRETE ENCASEDELECTRODE PER NEC250.52(A)(3) OR (2)
#3/0 AWG BARE Cu GROUNDINGELECTRODE CONDUCTOR PER
NEC 250.66(A)
GROUNDING ELECTRODE 5/8"x8'-0"WITH 12" MIN. DEPTH COPPER CLADGROUND ROD INSTALLATION PERNEC 250.52(A)(5), 250.53(A) &250.68
PROPOSED 4"UNDERGROUNDCONDUIT (TYP.)#2/0 AL EGC OR
#1 AWG CU EGC(PER NEC 250.64(A)(2))(1) #2/0 CU GROUNDING CONDUCTOR
TESLA CHARGING POST(TYP.)
VEHICLE CONNECTOR
(TYP.)
TESLASUPERCHARGER(TYP.)
PROPOSED 4" UNDERGROUNDCONDUIT (TYP.)
FACTORYINSTALLEDGROUND BAR(TYP.)CHASSIS MOUNTGROUND BAR(TYP.)
(1) #1/0 CU GROUNDING
CONDUCTOR (TYP.)
PROPOSED 3"UNDERGROUND CONDUIT(DC BUS) (TYP.)
GROUND LUGTERMINATION DETAIL
6'-0"
MIN.
SYSTEM GROUNDING RESISTANCE SHALLBE LESS THAN 25Ω PER NEC. ADDADDITIONAL GROUND RODS AS NEEDEDTO SYSTEM UNTIL RESISTANCE IS MET.COORDINATE WITH VENDOR FORREQUIRED SYSTEM GROUNDINGRESISTANCE BEYOND 25Ω
PROPOSED 3/4"CONDUIT-EMT (TYP.)
PROPOSED LEVEL 2CHARGE POST (TYP.)
(1) #10 AWGCU EGC (TYP.)
(1) #3 AWGCU EGC
(1) #1/0 AWGCU EGC
REFERENCEGROUNDINGDIAGRAM
G
PANEL LC-1
SEE ITEM NUMBER 3 ONSERVICE ELECTRICAL CIRCUITSCHEDULE FOR ALLOWABLEGROUNDING CONDUCTOR
CHARGE POST A: SEE ITEM NUMBER3 ON SERVICE ELECTRICAL CIRCUITSCHEDULE FOR ALLOWABLEGROUNDING CONDUCTOR
CONTRACTOR SUPPLIED GROUNDINGLUG SIZED PER APPLICABLE
GROUNDING CONDUCTOR (TYP.)
#1/0 COPPER DC BUSGROUNDING CONDUCTOR(TYP.-EACH SUPERCHARGER)
#2/0 AL EGC OR#1 AWG CU EGC(PER NEC 250.64(A)(2))
CHARGE POST C: SEE ITEM NUMBER 3ON SERVICE ELECTRICAL CIRCUITSCHEDULE FOR ALLOWABLEGROUNDING CONDUCTOR
CHARGE POST D: SEE ITEM NUMBER3 ON SERVICE ELECTRICAL CIRCUITSCHEDULE FOR ALLOWABLEGROUNDING CONDUCTOR
CHARGE POST B: SEE ITEM NUMBER3 ON SERVICE ELECTRICAL CIRCUITSCHEDULE FOR ALLOWABLEGROUNDING CONDUCTOR
Nathan R KreuserThis document has been electronically signed and sealed by Nathan Kreuser PE (No. 91003 - State of Florida) on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies2025.06.06 10:48:23-04'00'