HomeMy WebLinkAbout2016 - Site Development PlansX,
Location Map
SCALE: N.T.S.
ite Development
AutoZone Store #4910
9150 Sebastian Blvd
Sebastian, Florida
Applicant / Developer:
AutoZone, Inc.
123 S. Front Street, 3rd Floor
Memphis, Tennessee 38103
Architect:
AutoZone, Inc.
c/o: George Callow
123 S. Front Street, 3rd Floor
Memphis, Tennessee 38103
Civil Engineer:
Kinney Engineering, LLC
Jason D. Kinney, P.E.
2573 34th Avenue N.
St. Petersburg, Florida 33713
727-527-1656
1
CONTENTS
C0.0 COVER SHEET
1 OF 2 EXISTING SURVEY
2 OF 2 EXISTING SURVEY
D1.0 DEMOLITION PLAN
C0.1 GENERAL NOTES
C0.2 GENERAL NOTES
C1.0 SITE PLAN
C1.1 GRADING & DRAINAGE PLAN
C1.1A GRADING SECTIONS
C1.2 UTILITY PLAN
C1.3 SEDIMENT & EROSION CONTROL PLAN
L1 LANDSCAPE PLAN
L2 LANDSCAPE DETAILS
L3 LANDSCAPE NOTES
IR1 IRRIGATION PLAN
PH1.0 PHOTOMETRIC PLAN
C1.A SITE DETAILS
C1.13 SITE DETAILS
C1.0 DETAILS
C1.D DETAILS
C1.E DETAILS
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2573 34th Avenue N.
St. Petersburg, Fl. 33713
727-527-1656
FL COA #30311
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2573 34th Avenue N.
St. Petersburg, Fl. 33713
727-527-1656
FL COA #30311
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ARCHITECT: N/A
DRAWN BY: JK
CHECKED BY: SK
DATE
3/15/16
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1.6/15/16
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ARCHITECT: N/A
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CHECKED BY: SK
DATE
3/15/16
PROTOTYPE SIZE
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LEGEND
& ABBREVIATIONS:
= TRAFFIC SIGN
= BENCHMARK
■
= FOUND CONCRETE MONUMENT
�E
= ELECTRIC FIXTURE
K7
= ELECTRIC SERVICE METER
WATER & SEWER
= FLAT GRATE INLET
Cg
= FIRE HYDRANT
GT
—G—
QQ
= GREASE TRAP LID
x:
= GAS VALVE
❑
= WIRE PULL BOX
•
= SET 5/8" IRON ROD & CAP
—WL—
(LB 2108) UNLESS OTHERWISE NOTED
�R?
= IRRIGATION CONTROL VALVE
(321) 638-3412
= LIGHT POLE
—FM—
= MITERED END SECTION
O
= FOUND NAIL & DISC
• = POST
A = SOIL BORING
so = SANITARY MANHOLE
�-+ = NON—TRAFFIC SIGN
x = SEWER VALVE
STORE 4910 SEBASTIAN, FLORIDA
VICINITY MAP
NOT TO SCALE
SHEET LAYOUT
SHEET 1 COVER & KEY MAP
SHEET 2 BOUNDARY & TOPOGRAPHIC DETAILS
1" = 20'
GRAPHIC SCALE
0 10 20
ZONING TABLE
40
COMMERCIAL (C-3) SETBACK REQUIREMENTS
1. FRONT YARD IS 30 FEET
2. SIDE YARD IS 15 FEET OR CAN BE ZERO IF FIREWALL IS PRESENT
3, REAR YARD IS 20 FEET
4. THE MAX BUILDING HEIGHT IS 40 FEET
5. LANDSCAPING BUFFERS DO EXIST CONTACT CITY OF SEBASTIAN LDC
TABLE OF UTILITIES
OWNER
UTILITY TYPE
= TRAFFIC SIGN
e
INDIAN RIVER COUNTY PUBLIC WORKS
= VALVE
—BEL—
DAY:
= BURIED ELECTRIC LINE
—BFO—
WATER & SEWER
= BURIED FIBER OPTIC LINE
—BTL—
(772) 538-7539
= BURIED TELEPHONE LINE
—G—
DISPATCH
= GAS LINE
—IRR—
FLORIDA PUBLIC UTILITIES
= IRRIGATION LINE
—OHL—
DAY:
= OVERHEAD UTILITY LINE
—WL—
GAS
= WATER LINE
—SS—
(321) 638-3412
= SANITARY SEWER
—FM—
OFFICE
= FORCE MAIN
(800) 778-9140
IAT&T DISTRIBUTION
= TREE/HEDGE LINE
PVC
DAY:
= POLYVINYL CHLORIDE PIPE
RCP
UTILITIES & DRAINAGE
= REINFORCED CONCRETE PIPE
(P)
(722) 388-8156
= PLAT
(D)
= DEED
LB
= LICENSED BUSINESS
LS
= LICENSED SURVEYOR
RLS
= REGISTERED LAND SURVEYOR
PSM
= PROFESSIONAL SURVEYOR AND MAPPER
PCP
= PERMANENT CONTROL POINT
PRM
= PERMANENT REFERENCE MONUMENT
ID
= IDENTIFICATION
R/W
= RIGHT OF WAY
FF
= FINISH FLOOR ELEVATION
EOI
= END OF INFORMATION
NAD
= NORTH AMERICAN DATUM
NAVD
U
= NORTH AMERICAN VERTICAL DATUM
TRAV.PT.
-S
�
= TRAVERSE POINT
SSMC
�
= SOUTHEASTERN SURVEYING
W
& MAPPING CORPORATION
= TREE
SIZE SHOWN IS TRUNK DIAMETER
N
IN INCHES MEASURED AT CHEST
HEIGHT
STORE 4910 SEBASTIAN, FLORIDA
VICINITY MAP
NOT TO SCALE
SHEET LAYOUT
SHEET 1 COVER & KEY MAP
SHEET 2 BOUNDARY & TOPOGRAPHIC DETAILS
1" = 20'
GRAPHIC SCALE
0 10 20
ZONING TABLE
40
COMMERCIAL (C-3) SETBACK REQUIREMENTS
1. FRONT YARD IS 30 FEET
2. SIDE YARD IS 15 FEET OR CAN BE ZERO IF FIREWALL IS PRESENT
3, REAR YARD IS 20 FEET
4. THE MAX BUILDING HEIGHT IS 40 FEET
5. LANDSCAPING BUFFERS DO EXIST CONTACT CITY OF SEBASTIAN LDC
TABLE OF UTILITIES
OWNER
UTILITY TYPE
UTILITY CONTACT
PHONE NUMBERS
INDIAN RIVER COUNTY PUBLIC WORKS
TRAFFIC SIGNALIZATION
MARK WEBB
DAY:
(772) 226-3462
INDIAN RIVER COUNTY UTILITIES
WATER & SEWER
PHIL HARTSFIELD
DAY:
(772) 538-7539
I FLORIDA POWER & LIGHT INDIAN RIVER
ELECTRIC
DISPATCH
DAY:
(800) 778-9140
FLORIDA PUBLIC UTILITIES
GAS
BRIAN PERSENAIRE
DAY:
(561) 261-9034
CIN GAS COMPANY OF FLORIDA
GAS
DOROTHY HAMILTON
DAY:
(321) 638-3412
COMCAST
CAN & FIBER
OFFICE
DAY:
(800) 778-9140
IAT&T DISTRIBUTION
TELEPHONE
OFFICE
DAY:
(800) 778-9140
I` CITY OF SEBASTIAN
UTILITIES & DRAINAGE
TIM WALKER
DAY:
(722) 388-8156
BOUNDARY 8c TOPOGRAPHIC SURVEY
AUTOZONE STORE 4910
9150 SEBASTIAN BOULEVARD, SEBASTIAN, FLORIDA
SECTION 22, TOWNSHIP 31 SOUTH, RANGE 38 EAST,
INDIAN RIVER COUNTY, FLORIDA
DESCRIPTION: (Official Record Book 2654, Page 1648)
Parcel ID 31-38-22-00001-0000-00002.1
9150 Sebastian Blvd, Sebastian, Florida
Lot 3, LESS the East 38 feet thereof, together with all of Lot 4, Romar Subdivision, according to the plat thereof, as recorded in Plat Book 10, Page 31,
Public Records of Indian River County, Florida, LESS AND EXCEPT, the southerly 12 feet thereof deeded to Indian River County as recorded in Official Records
Book 1981, Page 1766, Indian River County, Florida Public Records. Containing 1.60 acres, more or less.
SURVEYOR'S REPORT:
1. Utility locations if shown hereon are based on field location of markings by utility company representatives, surface features and construction plans
furnished to the surveyor. Additional sub—surface utilities may exist that have not been field located.
2. Easements or rights of way that appear on recorded plans or that have been furnished to the surveyor by others have been incorporated into this drawing
with appropriate notation. Other easements may be discovered by a search of the Public Records.
3. Minimum Horizontal Accuracy for this survey is in accordance with the STANDARDS OF PRACTICE set forth by the Board of Professional Surveyors and
Mappers in Chapter 5J-17 requirements of Florida Administration Code. The map and measurement methods used for this survey meet or exceed this
requirement. The dimensions shown hereon are in United States standard feet and decimals thereof.
4. This survey does not determine ownership of the lands shown hereon.
5. Underground foundations have not been located.
6. Survey map and report or the copies thereof are not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper.
7. Features shown by symbol as indicated in the legend are not to scale.
8. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or
parties.
9. Bearings shown hereon are GRID and are based on the monumented West line of Romar Subdivision, being North 00°11'04" East. Bearings and distances
shown hereon are measured unless otherwise noted.
10. Vertical information shown hereon refers to National Geodetic Survey (NGS) points PID#DO2040, being a flange encased rod with disk stamped "LGATES
201 1 ", having an elevation of 19.34 feet NAVD88 Datum.
11. Horizontal positions for all features shown on the map are relative to North American Datum of 1983 (NAD83), 2011 adjustment, State Plane Coordinate
System, Florida East Zone. Control point(s) used for this survey are National Geodetic Survey (NGS) points PID#AA5801; distances shown are GRID distances.
12. Unless shown, only those visible features found within the boundaries of this survey or in the immediate vicinity of the above described parcel boundary
have been located.
13. Right of Way information shown hereon was determined by found monumentation, recorded plats, recorded Right of Way Maps, and information obtained on
the Indian River County Property Appraisers web site. No Right of Way documentation was provided by client.
14. The above described parcel contains 69,735 square feet or 1.60 acres, more or less.
15. Adjacent property information shown hereon, that was not furnished to this surveyor, was compiled using latest available data. No attempt was made by
this firm to verify its accuracy.
16. Based on the Federal Emergency Management Agency, Flood Insurance Rate Map (FIRM), map number 12061CO078F, map revised/dated December 04, 2012
the above described property is within Zone "X"
17. This Survey was performed without benefit of an abstract, title search, title opinion or title commitment. A title search may reveal additional information
affecting the parcel as shown.
18. Subject Property is currently Zoned "CG" Commercial General.
Building Setbacks:
Front yard with sidewalks, curb and gutters: None required.
Front yard without sidewalks, curb and gutters: 6 feet.
Side yard: 5 feet minimum, except 30 feet when abutting a residential district.
Rear yard: 10 feet; except 30 feet when abutting a residential district.
Building Setback lines depicted hereon are based on the current information taken from City of Sebastian Florida Online MUNICODE and are subject to
change based on zoning changes, site plan changes, Lot splits or other modifications.
19. This Firm did not observe evidence of ALTA/ACSM Land Title Table "A" Survey Requirements Items 16-19 on or over the above described parcel as of the
date of this survey.
NOTICE OF LIABILITY:
This survey is certified to those individuals shown on the face thereof. Any other use, benefit or reliance by any other party is strictly prohibited and
restricted. Surveyor is responsible only to those certified and hereby disclaims any other liability and hereby restricts the rights of any other individual or firm
to use this survey, without express written consent of the surveyor.
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DRAWING NUMBER
59888001
SHEET
NUMBER
1 OF 2
FELLSMERE CEMETERY
PARCEL#31382200007000000002.0
TT VOAID Cpl
FOUND NAL at DISK
STAMPED (?CP L8 36 016
NORTH 0.05 & WEST 0.16
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SHEET
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2 of 2
GENERAL DEMOLITION NOTES:
1. All work to be accomplished in strict accordance with all local
ordinances, city or state.
2. Within the Subject Property, the intent is to have a clean, clear site,
free of all existing items noted to be removed in order to permit the
construction of the new project.
3. All items noted to be removed by the Seller shall be accomplished
prior to the closing of the Real Estate Transaction. Al other items noted
to be removed shall be done so as part of the contract for General
Construction.
4. Remove and dispose of any sidewalks, fences, stairs, walls, debris and
rubbish requiring removal from the work area in on approved off site
landfill.
5. The Contractor shall secure all permits for his demolition and disposal
of his demolition material to be removed from the site. The Contractor
shall post bonds and pay permit fees as required. Building Demolition
Contractor shall be responsible for permits and disposal of building
demolition debris.
6. The detailed plans may not reflect all utilities on the site or
surrounding streets and properties. The Contractor shall verify locations and
existence of utility services prior to construction. The Contractor shall call
"SUNSHINE ONE CALL" at 1-800-432-4770, 72 hours prior to
construction.
7. The Contractor to remove all utilities to existing structures whether
shown or not or arrange for the appropriate Utility Company to cut and
cap service piping at the property line or main (as required). All services
may not be shown on this plan.
9. For all items noted to be removed - remove not only the above
ground elements, but all underground elements as well including but not
necessarily limited to: foundations, gravel fills, tree roots, old pipes, etc.
10. Back fill all excavations resulting from the demolition work to meet
the requirements for fill outlined in the Geotechnical Report.
11. The Contractor shall protect all iron pins, monuments and property
corners during construction. Any Contractor disturbed pins, monuments,
etc. shall be reset by a Licensed Land Surveyor at the expense of the
Contractor.
12. The Contractor shall restore any utility structure, pipes, pavement,
curbs, sidewalks or landscaped areas disturbed during demolition to their
original condition to the satisfaction.
13. All buildings, foundation walls and footings indicated on this plan to
be removed from site. Contractor shall secure any permits and pay 011
fees and perform clearing and grubbing and debris removal prior to
commencement of grading operations.
14. All utilities shall be cut and capped prior to demolition.
15. All existing utilities shall be protected during demolition.
16. Demolition shall not cause service interruptions for other utility
customers.
17. Contractor shall obtain and supply Asbestos Survey as necessary.
18. Prior to removal of any asphalt or concrete materials within the
ROW, the area must be sawcut to prevent any damage to the roadway.
19. Do not trench (specificclly for silt fence or tree barricades) within
the drip line of any existing tree.
Or BEFORE YOU DIG!
CALL SUNSHINE STATE ONE CALL OF FLORIDA
AT LEAST TWO FULL BUSINESS DAYS BEFORE
DIGGING OR DISTURBING EARTH
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1-800-432-4770 Cal I before you dig.
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RIGHT OF WAY VARIES
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DEMOLITION LEGEND
TREE BARRICADE
EXIST. CURBING/SIDEWALK TO BE REMOVED
EXIST. ASPHALT TO BE REMOVED
TREE TO BE REMOVED
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TREE BARRICADE
EXIST. CURBING/SIDEWALK TO BE REMOVED
EXIST. ASPHALT TO BE REMOVED
TREE TO BE REMOVED
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Kinney Engineering, LLC
2573 34th Avenue N.
St. Petersburg, Fl. 33713
727-527-1656
FL COA #30311
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REVISIONS
1.6/15/16
2.
3.
4.
5.
6.
7.
ARCHITECT: N/A
DRAWN BY: JK
CHECKED BY: SK
DATE
3/15/16
PROTOTYPE SIZE
7n2
SEQUENCE OF CONSTRUCTION
AS PART OF THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED
AND MAINTAINED BY THE CONTRACTOR, THE SITE CONTRACTOR SHALL PREPARE A
DETAILED CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE THE DATE
GRADING WILL BEGIN, THE EXPECTED DATE OF FINAL STABILIZATION, AND THE
SCHEDULE FOR INSTALLATION AND MAINTENANCE OF SPECIFIC CONTROL
MEASURES AS RELATED TO THE SCHEDULE OF CONSTRUCTION ACTIVITIES.
THE SWPPP SHALL BE AMENDED WHENEVER THERE IS A CHANGE IN DESIGN,
CONSTRUCTION, OPERATION, OR MAINTENANCE, WHICH HAS A SIGNIFICANT EFFECT
ON THE POTENTIAL FOR DISCHARGE OF POLLUTANTS TO WETLANDS, SURFACE
WATERS OF THE STATE, OR A MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4).
THE SWPPP ALSO SHALL BE AMENDED IF IT PROVES TO BE INEFFECTIVE AND/OR TO
INDICATE ANY NEW CONTRACTOR AND/OR SUBCONTRACTOR THAT WILL IMPLEMENT
ANY MEASURE OF THE SWPPP.
IN CASE OF DISCREPANCIES, SEQUENCING OUTLINED IN THE SWPPP SHALL PREVAIL.
1. INSTALL INLET EROSION PROTECTION ON INLETS TO REMAIN, AS SHOWN ON
THIS PLAN.
2. INSTALL SILT FENCE, TURBIDITY BARRIERS, AND OTHER PERIMETER
CONTROLS. DO NOT TRENCH WITHIN THE DRIP LINE OF EXISTING TREES.
3. INSTALL STABILIZED CONSTRUCTION EXIT/ENTRANCES.
4. CONSTRUCT TEMPORARY SEDIMENT BASIN.
5. PREPARE AND CLEARLY DELINEATE POLLUTION SOURCE CONTROL AREA
SUCH AS MATERIALS AND EQUIPMENT STORAGE, STOCKPILES, TEMPORARY
PARKING, VEHICLE WASH DOWN, CONCRETE WASHOUT, EQUIPMENT
MAINTENANCE/REPAIR, WASTE COLLECTION AND DISPOSAL, FUEL STORAGE. THE
LOCATIONS OF THESE AREAS SHOULD BE DENOTED ON THE SITE MAP AND UPDATED
THROUGHOUT THE PROJECT CONSTRUCTION.
6. CLEAR AND GRUB THE SITE. WHEN APPROPRIATE, CLEARING AND GRUBBING
SHOULD OCCUR IN STAGES IN ORDER TO MAINTAIN NATIVE VEGETATION AND
REDUCE EROSION.
7. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.
8. BEGIN SITE GRADING. AS CLEARING AND GRADING PROGRESS, TEMPORARY
SEEDING AND MULCHING SHOULD FOLLOW IMMEDIATELY FOR ALL AREAS THAT WILL
NOT BE WORKED FOR A PERIOD OF 7 DAYS OR MORE.
9. INSTALL UNDERGROUND UTILITIES SUCH AS WATER LINES, WASTEWATER
LINES, POWER UTILITIES, STORM SEWERS, AND UNDERDRAINS. INSTALL INLET
PROTECTION AROUND ALL STORM SEWER STRUCTURES AS EACH INLET
STRUCTURE IS INSTALLED. INSTALL CURB AND GUTTER.
10. AREAS TO BE VEGETATED SHALL BE PERMANENTLY STABILIZE AS THEY ARE
BROUGHT TO FINAL GRADE.
11. PREPARE SITE FOR PAVING.
12. PAVE SITE. INSTALL INLET EROSION PROTECTION ON INLETS.
13. FINALIZE GRADING AND PERMANENTLY STABILIZE ALL AREAS. COORDINATE
SODDING, AND PERMANENT VEGETATION WITH LANDSCAPE PLAN.
14. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ONLY
WHEN CONSTRUCTION IS COMPLETED AND SITE IS COMPLETELY STABILIZED.
15. IN ORDER TO COMPLY WITH SECTION 4.01.05.A OF THE HILLSBOROUGH
COUNTY LAND DEVELOPMENT CODE TO MINIMIZE SOIL EROSION PROPOSED LAND
ALTERATION ACTIVITIES SHALL NOT UNNECESSARILY REMOVE EXISTING
VEGETATION AND ALTER EXISTING TOPOGRAPHY. ADEQUATE PROTECTION
MEASURES (I.E., HAY BALES, BAFFLES, SODDING AND SANDBAGGING) SHALL BE
PROVIDED, AS NECESSARY, TO MINIMIZE EROSION AND DOWNSTREAM
SEDIMENTATION CAUSED BY SURFACE WATER RUN-OFF ON EXPOSED LAND
SURFACES
SPECIAL NOTES:
1. SEE SHEET CO.1 FOR APPLICABLE EROSION CONTROL GENERAL NOTES.
2. SEE LANDSCAPE PLANS FOR PERMANENT PLANTING INFORMATION.
3. SEE LANDSCAPE PLANS FOR IRRIGATION INFORMATION.
4. SEE SHEET C1.B FOR APPLICABLE EROSION CONTROL DETAILS.
EROSION CONTROL LEGEND
SF SILT FENCING
IP1 CURB INLET PROTECTION
IP2 FILTER SACK INLET PROTECTION
CEP CONSTRUCTION EXIT PAD
HB HAY BALES
BEFORE YOU DIG!
CALL SUNSHINE STATE ONE CALL OF FLORIDA
AT LEAST TWO FULL BUSINESS DAYS BEFORE
DIGGING OR DISTURBING EARTH
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Know what's below.
1-800-432-4770 Cal before you dig.
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Kinney Engineering, LLC
2573 34th Avenue N.
St. Petersburg, Fl. 33713
727-527-1656
FL COA #30311
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2573 34th Avenue N.
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FL COA #30311
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3/15/16
PROTOTYPE SIZE
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CALL SUNSHINE
811
IT'S THE LAW IN FLORIDA
BEFORE YOU DIG!
CALL SUNSHINE STATE ONE CALL OF FLORIDA
AT LEAST TWO FULL BUSINESS DAYS
BEFORE DIGGING OR DISTURBING EARTH
1-800-432-4770
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Design Studio, LLC
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PlaceMaker Design Studio, LLC
3000 Gulf To Bay, Suite 301
Clearwater, Florida 33759
Phone 727-726-6124
LC26000415
Contact: Ginevra Anuszkiewicz
Web -Site www. placemakerdesignstudic.com
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1. 6/15/16
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CA
DATE
3/15/16
PROTOTYPE SIZE
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