HomeMy WebLinkAbout4330 20th St (48)"No
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September 25, 2024
City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
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Attention: Mr. Bill Burgess UV 'S!
RE: BlueTriton Brands — Concrete Sidewalk Ill.
Zephyrhills, FL
Dear Mr. Burgess: C4\
0(co�
On behalf of BlueTriton Brands, we are hereby submitting a bui cling permit application for the sidewalk
extension proposed at the existing facility located at 201h Street in Zephyrhills, FL. The site project was
previously permitted under Permit Number SITE-007379-2023.
Enclosed for your consideration are the following items:
• Building Permit Application
• Two (2) sets of Sidewalk/Site Plans
if you have any questions or need any additional information, please contact me at 570-385-1662 Ext
127, or Cell 570-516-4905.
Thank you for your consideration in this matter.
Sincerely,
J &e, S btco-�
Joe Sitcosky, Sr. Project Manager
P.O. lox 472, S&"&M Wm% PA 179n-un &I Telephone: 570-385-1662 Fax: 570-385-5010 # Office: 950 East Main St., Schuylkill Haven, PA 17972
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received
Ownees Name BlueTriton Brands, Inc. Owner Phone Number 1518-866-8846
Ownees Address [4330 20th Street, Zephyrhills, FL 33542 Owner Phone Number
Fee Simple Titleholder Name I BlueTriton Brands, Inc. Owner Phone Number
Fee Simple Titleholder Address I PO Box 120029, Stamford, CT 06912-0029
JOB ADDRESS 14330 20th Street, Zephyrhills, FL 33542 LOT #
SUBDIVISION PARCELID#F13 26 21 0070 07400 0000
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEWCONSTR ADDIALT SIGN DEMOLISH
Fq INSTALL REPAIR
PROPOSED USE SFR Comm OTHER FC_,pc_,,at,-w�,Ik
TYPE OF CONSTRUCTION BLOCK FRAME STEEL = I
DESCRIPTION OF WORK Concrete sidewalk 4" thick by 4' wide along 20th Street approx. 800 If
BUILDING SIZE I SQ FOOTAGE HEIGHT
=BUILDING $ VALUATION OF TOTAL CONSTRUCTION $38,000
=ELECTRICAL $ AMP SERVICE PROGRESSENERGY W.R.E.C.
=PLUMBING 1$
=MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA =YES
BUILDER
SIGNATURE
Address
ELECTRICIAN
SIGNATURE
Address
PLUMBER
SIGNATURE
Address
MECHANICAL
SIGNATURE
Address
OTHER
SIGNATURE
Address
COMPANY
REGISTERED
950 East Main Street PO Box 472 Schuylkill H ... ;71�6;�T :1
COMPANY
REGISTERED
COMPANY
REGISTERED
COMPANY
REGISTERED
COMPANY
REGISTERED
FM 7 ---
I Her Brothers Construction, =Inc
LLLLN
J FEE CURREN L_X N
_L_j
License# FCBC 1265008
I Y/ N
FEE CURREN
License#
I Y/ N
FEE CURREN I Y/N
License#
I Y/ N
FEECURREN
License # r-
I Y/ N
FEE CURREN I Y/N
License# I
RESIDENTIAL Attach (1) Plot Plans; (Iset, with 1 thumb drive ) of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum thirty (30) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisionsnarge projects
COMMERCIAL Attach (1 set, 1 thumb drive) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new constr
Minimum thirty (30) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $5,000, a Notice of Commencement is required. (A1C upgrades over $7,500)
** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades Fences (PlottSurvey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contracton(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the "owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environ mental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency -Asbestos abatement.
- Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone "Wunless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
.compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
OWNER OR
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and
this
me or tOS/have produced WITo islare perso lly Known'to me or has/have produced
—as identification. 1760M VfJ3WrN as identification.
Notary Public ______Notary Public
or
mmonwealth of Pennsylvania - Notary Seal
Vickie S. Herb, Notary Public
Schuylkill County
My commission expires July 25,2026
Commission number 1334609
Member, Pennsylvania
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SHEETINDEX
SHEET No.
SHEET TITLE
6004-GL-02-001
COVER SHEET
6004-CN-02-001
GENERAL NOTES, LEGENDS, AND ABBREVIATIONS
6004-CC-02-001
EXISTING CONDITIONS & DEMOLITION PLAN
6004-CS-02-001
SITE PLAN
6004-CS-02-002
GEOMETRIC CONTROL PLAN
6004-CG-02-001
GRADING AND EROSION CONTROL PLAN
6004-CD-02-001
SITE DETAILS
6004-CD-02-002
EROSION CONTROL DETAILS
20th STREET SID WALK
ZEPHYRHILLS, FLORIDA
SEPTEMBER 2024
NUKIN
PROJECT LOCATION
SCALE.- NTS
REV I EVV DAT 1: 1
OV ZpHYRHILLS
SITE INFORMATION
CITy
OFFJCIAL__��'
j3UILDING
DEVELOPMENT NAME: BLUE TRITON BRANDS SIDEWALK EXPANSION
CURRENT LAND USE: INDUSTRIAL
DEVELOPMENT ADDRESS: 4330 20TH STREET
INTENDED LAND USE: INDUSTRIAL
ZEPHYRHILLS, FL 33540
PARCEL#: 13 26 210070 07400 0000
OWNER NAME: BLUE TRITON BRANDS
LEO MCCONNELL
4330 20TH STREET
ZONING: LI (LIGHT INDUSTRIAL)
ZEPHYRHILLS, FL 33542
PRE\jpl . ON(-
TOTAL SITE AREA: 0.10 AC
ORK OHALL C;(3m L
\N CODE,
ENGINEER: MERRICK AND COMPANY
ALL
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NpmoNi
ALFREDO ESPINOZA
6011 UNIVERSITY BLVD, SUITE 200
DISTURBED AREA: 0.10 AC
P,N[) -TVAE CIV OF ZEPH-y?,HILLS
ELLICOTT CITY, MID 21043
ORDINPINCES
Digitally signed by John PR
Holland 11
DN: C=US,
E=iohn.holland@merrick.com,
O=Merrick & Co., CN=John
John PR Holland I I PR Holland 11
Reason I agree to the terms
defined by the placement of
my signature on this document
Date: 2024.09. 9
14:43:54-06'00�
0
ISSUED FOR PERMIT
09/19/24
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FL STATUE 556 (1993) REQUIRES MIN. OF 2
DAYS AND MAX. OF 5 DAYS NOTICE BEFORE
YOU EXCAVATE.
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0 6004-GL-02-001 1 OF 1
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REFERENCED DATA
1. TOPOGRAPHIC SURVEY WAS PERFORMED BY AND OBTAINED FROM SURVTECH SOLUTIONS, TAMPA FLORIDA
(813) 621-4929, DATED OCTOBER 23,2023.
2. EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS IS A COMBINATION OF SURFACE -ONLY SURVEY DATA,
FIELD OBSERVATION, AND LEGACY RECORD DRAWINGS. UTILITY LOCATES HAVE NOT BEEN PERFORMED (TO
DATE) FOR THIS PROJECT.
3. VERTICAL DATUM IS NAVD 19138, U.S. SURVEY FEET. BENCHMARK UTILIZED WAS NGS CONTROL STATION "C-663-
WITH ELEVATION OF 131.57 FEET. HORIZONTAL DATUM IS BASED ON STATE PLANE NAD 1983 FLORIDA WEST, 2011
ADJUSTMENT U.S. SURVEY FEET. SAID DATUM WAS ESTABLISHED BY UTILIZING THE FLORIDA PERMANENT
REFERENCE NETWORK (FPRN).
4. THE SURVEY INFORMATION CONTAINED HEREIN WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE
ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT CONSTRUCTION. EXISTING CONTOURS
SHOWN REPRESENT INTERPOLATIONSIEXTRAPOLATIONS FROM THE BEST AVAILABLE SURVEY DATA ALL RISK
RESULTING FROM THE USE OR INTERPRETATION OF THE SURVEY DATA SHOWN SHALL BE BORNE BY THE
CONTRACTOR.
5. GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS PERFORMED BY ECS FLORIDA, LLC, REFER TO REPORT
DATED JUNE 15,2022.
6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH IN THE FIELD LIMITS OF CONSTRUCTION,
BENCHMARKS (ELEV.), COORDINATES, CENTER LINES, AND STATIONING AS REQUIRED TO CONSTRUCT THIS
PROJECT,
GENERAL
I . ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS SET FORTH BY THE FDEP,
AWWA, NSF, AND CITY OF ZEPHYRHILLS.
2. THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY ALL DIMENSIONS. THE
DIMENSIONS OF SPECIFIED AND FURNISHED PRODUCTS AND MATERIALS TAKE PRECEDENCE OVER DIMENSIONS
INDICATED ON THE DRAWINGS. IF SIGNIFICANT DEVIATIONS OCCUR, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER AT LEAST 72 HOURS PRIOR TO CONSTRUCTION FOR A DETERMINATION AND RESOLUTION.
3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO PERFORMING ANY
WORK IN THE AFFECTED AREA
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION
REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. THE CONTRACTOR
SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SCHEDULE INSPECTION ACCORDING TO
AGENCY INSTRUCTIONS.
5. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS
GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
CONSTRUCTION LAYOUPLIMITS OF CONSTRUCTION
1 THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE
OF FLORIDA FOR LAYOUT. PROOF OF LICENSE SHALL BE SUBMITTED TO THE ENGINEER BEFORE BEGINNING
LAYOUT.
2. NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT OF WAYS AND/OR THE LIMITS OF CONSTRUCTION
SHOWN ON THE DRAWINGS UNLESS APPROVED BY THE OWNER OR SPECIFICALLY NOTED ON THE DRAWINGS.
EXISTING CONDITIONS
1 LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE
SHOWN BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS.
CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,
STRUCTURES, AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
2. PRIOR TO SHOP DRAWING PREPARATION AND SUBMITTAL AND PURCHASE OF RELATED MATERIALS, THE
CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES (LOCATION, SIZE, MATERIALS OF CONSTRUCTION,
OUTSIDE DIAMETER, WALL THICKNESS, ROUNDNESS, ELEVATIONS, ETC.) TO WHICH CONNECTION(S) WILL BE
MADE. CONTRACTOR SHALL INCLUDE FIELD MEASUREMENTS ON SHOP DRAWINGS.
3. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IMMEDIATELY IF CONFLICTS BETWEEN
THE DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED. THE CONTRACTOR SHALL ACCURATELY RECORD
ANY SUCH CONFLICTS ON THE RECORD DRAWINGS.
4. ANY PROPERTY CORNERS, MONUMENTS, OR BENCH MARKS WITHIN THE PROJECT AREA SHALL BE PROTECTED
UNLESS OTHERWISE INDICATED FOR DEMOLITION. IF ANY SUCH ITEMS ARE IN DANGER OF DAMAGE OR HAVE
BEEN DAMAGED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IMMEDIATELY AND
REPLACEIRESTORE THESE ITEMS AT NO ADDITIONAL COST TO THE OWNER. IF OWNER CHOOSES TO SELF
PERFORM THE WORK OR INCURS RELATED EXPENSES, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR
ALL COSTS ASSOCIATED WITH THE EFFORT.
5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW
GROUND THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS
CONTRACT.
UTILITY COORDINATION
1 . THE CONTRACTOR SHALL NOTIFY ALL UTILITIES NEAR THE PROJECT AREA AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION. THIS SHALL INCLUDE NOTIFYING "SUNSHINE STATE ONE CALL OF FLORIDN'AT LEAST 48 HOURS
PRIOR TO ANY EXCAVATION WORK TO HAVE ALL EXISTING UTILITIES LOCATED. THE PHONE NUMBER IS
1-800432-4770 AND THE WEB SITE IS WWW.CALLSUNSHINE.COM. IN INSTANCES WHERE DIGGING OCCURS IN
WETLANDS, THE NOTIFICATION PERIOD SHALL BE INCREASED FROM AT LEAST 48 HOURS TO AT LEAST 10 DAYS.
2. FLORIDA LAW (FS 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC STREETS, ALLEYS,
RIGH-r-OF-WAYS OR UTILITY EASEMENTS MUST FIRST OBTAIN INFORMATION ON LOCATIONS OF UNDERGROUND
GAS PIPELINES.
3. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS NECESSARY TO
PROTECT AND SUPPORT EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (EXPOSED OR UNEXPOSED)
THAT MAY BE IMPACTED BY HIS WORK.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWERrrELEPHONE COMPANIES AND ARRANGING
TO HAVE UTILITIES POLES HELD ANDIOR GUY WIRES REMOVED AND REPLACED, IF NECESSARY FOR
CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER.
5. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCY(IES) PRIOR TO COMMENCING WORK
WITHIN THEIR JURISDICTION.
6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA EXCAVATION SAFETY
STANDARDS AND TO ABIDE BY THEM AS COVERED UNDER THE FLORIDA TRENCH SAFETY ACT.
7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.
RESTORATION
1. ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, LANDSCAPING, CULVERTS, ETC.
DISTURBED BY CONSTRUCT10N ACTIVITIES SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR
TO THE SATISFACTION OF THE OWNER.
2. ALL EXISTING SIGNS AND MAILBOXES LOCATED WITHIN THE PROJECT SHALL BE REMOVED AND REINSTALLED OR
REPLACED AS REQUIRED DURING CONSTRUCTION AND SHALL BE RESTORED BY AND AT THE EXPENSE OF THE
CONTRACTOR TO THE SATISFACTION OF THE OWNER.
3. ALL SIDEWALKS DAMAGED DURING CONSTRUCTION ARE TO BE A MINIMUM WIDTH OF 4% A MINIMUM OF 4" THICK,
3,000 PSI CONCRETE, AND SHALL BE REINFORCED WITH 1AX1 4 W.W.M.
ACCESSMAI NTE NANCE OF FACILITIES
1. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTILITIES/FACILITIES AND MAINTAIN
UNINTERRUPTED SERVICES THROUGHOUT THE CONTRACT PERIOD.
MAINTENANCE OF TRAFFIC
1 THE CONTRACTOR SHALL REFER TO THE "2014 FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND
TRAFFIC DESIGN STANDARDS" FOR FDOT DESIGN INDEXES AND 2014 "FLORIDA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS SUPPLEMENTS TO
THE INFORMATION AND DETAILS PROVIDED IN THESE CONSTRUCTION DRAWINGS.
2. ALL REFERENCED FDOT STANDARD INDEX DRAWINGS CAN BE FOUND AT
WWW.DOT.STATE.FL.USIRDDESIGN/DS114/S`TDS.SHTM.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC
AT ALL TIMES DURING THE DURATION OF THE PROJECT.
4. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FDOT STANDARD INDEX 600 SERIES AND THE
TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ALL NECESSARY
TRAFFIC CONTROL AND SAFETY DEVICES THROUGHOUT THE PROJECT. ONE TRAFFIC LANE MUST BE MAINTAINED
AT ALL TIMES WITH USE OF FLAGGER. ALL TRAFFIC LANES MUST BE WIDE OPEN FOR TRAFFIC AT THE CLOSE OF
WORKDAYS. ALL SIGNING, BARRICADES, LIGHTING, AND FLAGGERS SHALL BE INCLUDED IN THE LUMP SUM COST.
5. ALL PAVEMENT MARKINGS SHALL MEET CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,
STANDARDS, AND SHALL BE PAINTED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION SECTION 710.
6. SIGNS AND BARRICADES TO BE ACCORDING TO FDOT MANUAL OF SAFE PRACTICES; REFERENCE FDOT INDEXES
600 THROUGH 650 AND 17349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION.
PROJECT SPECIFIC
1. REFER TO PROJECT SPECIFICATIONS.
0
ISSUED FOR PERMIT
09/19/24
TJS
NHL
JPRH
ACS
AJE
REV
REVISION DESCRIPTION
DATE
I DRWN
DSGNICHKDI
QC
JAPPD
REF. DWG. NO
REFERENCE DRAWING TITLE
SURVEYOR'S NOTES
1.) Paper copies of this survey are not valid without the original signature and raised
seal of a Florida Licensed Surveyor and Mapper. Digital copies are not valid without
the digital signature of a Florida Licensed Surveyor and Mapper.
2.) The horizontal datum utilized for this project is NAD 1983 Florida West Zone, 2011
Adjustment, U.S. Survey Feet. Said datum was established by utilizing the Florida
Permanent Reference Network (FPRN).
3.) The vertical datum utilized for this project is INAVID 1988, U.S. Survey Feet. The
benchmark utilized was National Geodetic Survey (NGS) Benchmark "C 663" with an
elevation of 81.57 feet.
4.) All utilities depicted hereon are from visible evidence only. Surveyor did not contact
subsurface utility locator service.
5.) No underground foundations or footers were excavated or located for this survey.
6.) Surveyor makes no guarantees as to the species of trees or to the health of each
tree depicted hereon, if this information is necessary a certified arborist should be
contacted.
7.) The trees shown hereon were located utilizing methods adequate for their accurate
location and identification. However, this company and the signing surveyor reserves
the right to verify the location of all trees critical to the design of buildings,
parking and other permanent features. It is the responsibility of the design
professional to inform this company and/or the signing surveyor of any trees
critical to their design so that those trees can be verified prior to the completion
of the design.
8.) THIS IS NOT A BOUNDARY SURVEY.
BENCHMARK INFORMATION: NAVD 1988
TBM # 1 CP70
Elevation = 82.01'
Set nail & disk labeled "SurvTech Tray. Pt" in concrete pavement; ±0.5 feet East of the
edge of pavement; ±13 feet Southwest of the edge of concrete; ±18 feet South of sign.
TBM #2 CP71
Elevation = 80.48'
Set nail & disk labeled "SurvTech Trov. Pt" in asphalt pavement; ±7 feet East of the
back of curb; ±7 feet Northeast of a chain link fence.
SURVEYLEGEND
PSM
Professional Surveyor and Mapper
Utility Pole
Id.
Identification
le
C-
Guy Wire
LB
Licensed Business
[E]
Electric Pull Box
OR
Official Records
M
Telephone Pull Box
0
Found Concrete Monument
Fire Hydrant
0
Found Iron Pipe or Rod
Water Meter
40
Found Nail & Disk
Water Valve
Temporary Benchmark
W
Water Line Marker
TBM
Temporary Benchmark
Palm
Back of Curb Elevation
0
Oak
X92
Edge of Pavement Elevation
0
Unknown Tree
+*
Spot Elevation
0
Round Post
x
,�#
Spot Elevation on Hard Surface
Sign
X
X- � x
Fence
0
Miscellaneous Feature
Overhead Utility Lines
Gate
DEMOLITION LEGEND
DEMOLISH AND REMOVE CHAIN LINK FENCE
DEMOLISH AND REMOVE CURB
X REMOVE AND RELOCATE SIGN
Digitally signed by John PR
Holland ll
ON: C-US,
ri-John.thollandOnwick.com,
O-Mentick & Co., CN-John PR
John PR Holland 11 Holland 11
Reason; I agree to the terms
defined by the placernertl of my
s"ture on this document
Date: 2024.09. 9
14:44:59-06'00�
ss%�1111.1
V
0'.
01'
67114
STAT*E OF - 1 14
09/24/2024
10NAL
ABBREVIATIONS
ABC
AGGREGATE BASE COURSE
ACP
ASPHALTIC CONCRETE PAVEMENT
AD
ALGEBRAIC DIFFERENCE
&
AND
APPROX
APPROXIMATE
ARV
AIR RELIEF VALVE
@
AT
ASCE
AMERICAN SOCIETY OF CIVIL ENGINEERS
AVB
ACTIVE VEHICLE BARRIER
BVCE
BEGIN VERTICAL CURVE ELEVATION
BVCS
BEGIN VERTICAL CURVE STATION
cc
CENTER OF CURVATURE
CL
CENTERLINE
CMP
CORRUGATED METAL PIPE
Comm
COMMUNICATIONS
CONC
CONCRETE
CONT
CONTINUED/CONTINUOUS
COR
CORNER
CP
CONTROL POINT
0
DEGREES
DESC
DESCRIPTION
O/DIA
DIAMETER
DWG
DRAWING
DCM
DRAINAGE CRITERIA MANUAL
EA
EACH
E
EAST
E:
EASTING
ELEC
ELECTRIC
EUELEV
ELEVATION
EOC
EDGE OF CONCRETE
EOP
EDGE OF PAVEMENT
EQ
EQUAL
EVCE
END VERTICAL CURVE ELEVATION
EVCS
END VERTICAL CURVE STATION
EX/EXIST
EXISTING
FES
FLARED END SECTION
FH
FIRE HYDRANT
FO
FIBER OPTIC
FL
FLOW LINE
FDN
FOUNDATION
FT
FEET
GA
GAUGE
G.B.
GRADE BREAK
GI
GRATEINLET
GPP
GREEN PROCUREMENT PROGRAM
GRND
GROUND
H
HAND HOLE
HCL
HORIZONTAL CONTROL LINE
HORIZ
HORIZONTAL
H.P.
HIGH POINT
IBC
INTERNATIONAL BUILDING CODE
INV
INVERT
LF
LINEAR FEET
LP
LIGHT POLE/LOW POINT
M.E.
MATCH EXISTING
MH
MANHOLE
MAX
MAXIMUM
M.P.H.
MILES PER HOUR
MIN
MINIMUM
NEPA
NATIONAL ENVIRONMENTAL POLICY ACT
NPDES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
N
NORTH
NE
NORTHEAST
N.I.C.
NOT IN CONTRACT
N:
NORTHING
NW
NORTHWEST
NO
NUMBER
OC
ON CENTER
Oz
OUNCE
OHE
OVERHEAD ELECTRIC LINE
PERF
PERFORATED
PC
POINT OF CURVE
PT
POINT OF TANGENCY
PSI
POUNDS PER SQUARE INCH
POT
POTABLE
PVB
PASSIVE VEHICLE BARRIER
PVI
POINT OF VERTICAL INTERSECTION
PRC
POINT OF REVERSE CURVATURE
RCP
REINFORCED CONCRETE PIPE
RPR
REPAIR
SAN
SANITARY
SS
SANITARY SEWER LINE
SHT
SHEET
Sim
SIMILAR
SF
SQUARE FEET
S
SOUTH
SE
SOUTHEAST
SW
SOUTHWEST
STD
STANDARD
STL
STEEL
SD
STORM DRAIN LINE
SUST
SUSTAIN
TEL
TELEPHONE
TRANS
TRANSFORMER
T.O.C.
TOP OF CONCRETE
TYP
TYPICAL
UGE
UNDERGROUND ELECTRIC LINE
VERT
VERTICAL
VCP
VITRIFIED CLAY PIPE
W
WEST
WM
WATER METER
XS
EXTRA STRENGTH
* THE LIST OF ABBREVIATIONS AND THE LEGENDS MAY
CONTAIN ITEMS THAT ARE NOT SHOWN WITHIN THE
DRAWINGS AND DO NOT OCCUR IN THE PROJECT.
000
o90 MERRICK*
000
B L U E T R I T 0 N
MERRICK PROJECT NO.: 3021600491
CLIENT PROJECT NO.:
. SCALE: N/1AJ
TITLE:
BLUE TRITON ZEPHYRHILLS
CIVIL
GENERAL NOTES, LEGENDS, AND ABBREVIATIONS
REVISION: DRAWNG NO.: SHEET NO.:
0 6004-CN-02-001 1 OF 1
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LA5T
REVISION
11101121
5 telor.
PLAN VIEW
(e)
SCRIPTION,
ADA CURB RAMPS
NOT TO SCALE
SIDEWALK 1/2"
ABOVE ADJACENT
LANDSCAPE AREAS
f 7/
2-0, DetcAable warning'.. —.0"
OP140N A
. "*- 2 -& DeterIA)v Wa.- cings
OPTION 8
ISOMETRIC VIEW
ilds-w"Ilk Clerl
OPTION A
OPTION 8
ISOMP I RIC VIEW
6' 01 15"""
S.drW-71A (aArb
Sid(
OPTION A
O'PrION 8
tSOMf I RIC VIEW
ISOMETRIC VIEW
R'0111;1 Reilley Ref("v
PLAN VIEW PLAN VIEW PLAN VIEW
(aD (ED (a�)
SIDEWALK CURB RAMPS CR—D, CR-E, CR—F & CR-G
—Otk-% FY 2023-24 INDEX $MEET
STANDARD PLANS DETECTABLE WARININGS AND SIDEWALK CURB RAIMPS, 522-002 4 of 7
W
W
1 —
4'
SIDEWALK SECTION
NOT TO SCALE
J�r- SEE SHEET 6004-CS-02-002
FOR q GEOMETRIC CONTROL
uumi-AU I tU NA I I Vr-
MATERIAL PER PROJECT
SPECIFICATIONS
6" COMPACTED
STRUCTURAL FILL
JOINT SEALER CONFORMING
TO PROJECT SPECIFICATIONS
1/211
7.
.4
..4 A
4
4:.
4
4
A
PREMOLDED EXPANSION
JOINT FILLER CONFORMING TO
PROJECT SPECIFICATIONS EXPANSION JOINT
TYPICAL CONCRETE WALK JOINTS
GENERAL NOTES:
1. Cro5,s 51aves onci Grade.%.
A. Seaeovwoc, ravip, ir4 laiiidir,- poves i�-e. OV2. 0.05. �+nc' ?.12) sho#-n w tills lrxicc
aif C 01id X I I IeIUMS. Willi cipprovai uf Thc Eliliqlft<,cr, jvifav�-,dv tho introimuw fcaseb)v slulx-
wh:.1vc- i he r equit er-em' -; cannot be #wl
6. Lynidinq5 must 1mve le5---z thoili w equaf to 0.02 -,n ony dorNtior.
't NiviAfaM 0 511'.19.,# (olginjeftivo slope mong ezavi sioe of tne riteb ran7o.
flai?lp sloices at-e not ii,equired to e4reed �ip feer io )e))grh.
0 Joinf-i w-r.-rilteit at' Ulle- io(doort (if Sjope Rre-,ok% iWirt-twev- �n(ejfv joine-i; m it(torittimr,
w.:(h 1-dcx 522 00) No jo,-41-si irc rcrviNed rrithin thc vannp oorti7tv of thc C-orb Romp.
2. Curt?, Curg gog Gtittiv., goulor $wc&alk.
A. RPtef tO lAdPA .522-001 tor cc".rere &rh)cinPSs and 5)desvalk deta.*)S.
6 Reft-OvC 'tr-Y Vv'*5111-17 (WO. (161"D Ond qvier. or 5iclewok to (lie neorest jopyll beyoncl 1))e
curb trans-tion or fo t(v evircinf rhm 7v rernaliniov %evion Iess than .1; (CC? tonq
6. Width of Curb Ramv is 4' 0' owmnum. )LIevch sidcwaii o., Sh ro so Pat.,) vi#dfh
a-. -01owl) ia
J. Curo Ramp
A. Sioewah curb romp fe-9 [R-A) are vrovi:fed for reference
purposes In !he Plasis
ft. Alphit 0emlifilijimm, CR I drid CR J wit, mIvv0viw)lv urt.itle-81.
Veterta'We kiragnm9s.-
A. Install U#teCt,304 w4ftlin4is .04 ar%lordhilv* ovitt) Spec)C-Catioll 527.
1 d n �?
PIOCC OCIC'll'60le #v?9(I?'1IJ'75 O(J"055 the (ulf vf)dtll Of 11W rOMP 0C 10n i Q. tu
.Irmimum IePlh of 2 feet measuri-d. pervenclicufar to (he curb fine and '?'? grewc, then
5 fee( fco,t) the bick of Ific icuib o., cdqc of oaven.-cril
C It de!tzCta1)l& Ai`a1Jl:)1)g5 afe S-'?0A'A iiiii th& PfanS 00 S)OPOS gilf-atOr Ula-� b-.'V'. abpoll the
11'un(aiteel 001):ei %P11A the ceolerboo of (he- (mro 011101wlie. (110 IfuArale(I ljol).ei .11'&
,?,71 requitcci to be afigned
12' Whrle
rof Crosswalk
2� Whiie
or Crosswalk
127, White
for Crosswallii
TYPICAL CROSSWALK MARKINGS FOR CURB RAMPS
1.21 W hit e
ror Crossnalk
L4ST X DESCRIPTION. Admokh, INDEX 5HEET
REVISION 0 FDOT DESIGN STANDARDS
SPECIAL MARKING AREAS NO. NO,
2013
07101109 17346 3
TYPICAL CROSSWALK MARKINGS
NOT TO SCALE ENGINEER OF RECORD STAMP APPLIES ONLY TO DETAILS A9 AND Dq\iA�I NOT TO SCALE
AS ALL OTHER DETAILS ARE STANDARD DETAILS WHOSE
OWNERSHIP REMAINS WITH THE ENTITY THAT PREPARED THEM.
Digitally signed by John PR
Holland 11
DN: C=US
E.qohn.ho1iand*fnerrick.com,
O.Marrick & Co., CN=John PR
John PR Holland 11 Hobw 11
Reason: I agree to the terms
d~ by the plaosment of my
signature on thia,domment
Date: 2024.09.19
14:46:26-06'00'
110L4
TITLE:
BLUE TRITON ZEPHYRHILLS
+
0 IZ-
0190 MERRICW
CIVIL
ro 67114
SITE DETAILS
STATE OF
0% 09/24/2024
t
L U E T R I T 0 N
0 RIO 6;
MERRICK PROJECT NO.: 3021600491
10NAL
REVISION:
DRAWING NO.:
SHEET NO.:
TITLE
REF. DWG. NO
REFERENCE DRAWING
CLIENT PROJECT NO.:
SCALE: AS NOTED
0
6004-CD-02-001
1 OF 1
A B C D E F G H
0
ISSUED FOR PERMIT
09/19/24
TJS
NHL
JPRH
ACS
AJE
REV
REVISION DESCRIPTION
DATE
DRWN
DSGN
CHKD
QC
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