FLS2013-12040` � 499 MANDALAY AVE
�LS2013-12040
LL 'andalay Building qtlas #: 267A
o (� ning: Tourist Planning & Development Department
� l� Cal T� w�ti•l Flexible Standard Develo ment A lication
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� Attached Dwellings, Mixed-Uses or Non-Residential Uses
IT IS INCUMBENT UPON THE APPLICANT TO SUBMIT COMPLETE AND CORRECT INFORMATION. ANY MISLEADING, DECEPTIVE,
INCOMPLETE OR INCORRECT INFORMATION MAY INVALIDATE YOUR APPLICATION.
ALL APPLICATIONS ARE TO BE FILLED OUT COMPLETELY AND CORRECTLY, AND SUBMITTED IN PERSON (NO FAX OR DELIVERIES)
TO THE PLANNING & DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADLINE DATE.
A TOTAL OF li COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 10 COPIES) AS REQUIRED WITHIN
ARE TO BE SUBMITTED FOR REVIEW BY THE DEVELOPMENT REVIEW COMMITTEE. PLANS AND APPLICATIONS ARE REQUIRED
TO BE COLLATED, STAPLED AND FOLDED INTO SETS.
THE APPLICANT, BY FIUNG THIS APPUCATION, AGREES TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE
COMMUNITY DEVELOPMENT CODE.
FIRE DEPT PRELIMARY SITE PLAN REVIEW FEE: $200
APPLICATION FEE: $475
PROPERTY OWNER (PER DEEDi: Mandalay Building Partnership
MAILING ADDRESS: 499 Mandalay Avenue, Clearwater, FI 33767
PHONE NUMBER: 813-333-8472
EMAIL:
AGENT OR REPRESENTATIVE: Richard J Marcel w/ The Sustainability Group, Ilc
MAILING ADDRESS: 6320 Rowan Road, New Port Richey, FI 34652
PHONE NUMBER: 727-488-1002
EMA��: Richard@sgroupfl.com
ADDRESS OF SUBJECT PROPERTY: 489 Mandalay Avenue, Clearvvater, FI 33767
PARCEL NUMBER(S): 08-29-15-16416-002-0440
LEGAL DESCRIPTION: LOTS 44 AND 45, BLOCK B, FIRST ADDITION TO CLEARWATER BEACH PARK, AS PER PLAT
PROPOSED USE(S): Restaurant
DESCRIPTION OF REQUEST: See Attachment "A"
Speci�cally identify the request
(include al! requested code flexibility;
e.g., reduction in required number of
parking spoces, height, setbacks, lot
size, !ot width, specific use, etc.):
Planning & Development Department,100 S. Myrtle Avenue, Clearwater, FL 33T56, Tel: 727-b62-4567; Fax: 727-562-4865
Page 7 of 8 Revised 01/12
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Planning & Development Department
Flexible Standard Development Application
Data Sheet
PLEASE ENSURE THAT THE FOLLOWING INFORMATION i5 FILLED OUT, IN ITS ENTIRETY. FAILURE TO COMPLETE THIS FORM
WILL RESULT IN YOUR APPLICATION BEING FOUND INCOMPLETE AND POSSIBLY DEFERRED UNTIL THE FOLLOWING
APPLICATION CYCLE.
ZONING DISTRICT: T - Tourist
RFH - Resort Facility High
FUTURE LAND USE PLAN DESIGNATION:
EXISTING USE (currently existing on site): Retail/Resldential
PROPOSED USE (new use, if any; plus existing, if to remain): ReSt8ur8nt
SITE AREA: 5,374.98 sq. ft. 0.12
GROSS FLOOR AREA (total square footage of all buildings):
Existing: 6,512.40 sq. ft.
Proposed: 5,373.30 sq. ft.
Maximum Allowable: 5,374,98 sq. ft.
acres
GROSS FLOOR AREA (total square footage devoted to each use, if there will be multiple uses):
First use: 6,512.40 sq. ft.
Second use:
Third use:
sq. ft.
sq. ft.
FLOOR AREA RATIO (total square footage of all buildings divided by the total square footage of enti�e site):
Existing: 1.20
Proposed: 0.99
Maximum Allowable: 1.0
BUILDING COVERAGE/FOOTPRtNT (is` floor square footage of all buildings):
Existing: 3,899.00 sq. ft. ( 72 % of site)
Proposed: 3,902.11 sq. ft. ( 75 96 of site)
Maximum Permitted: 5.374.98 sq. ft. ( 100 % of site)
GREEN SPACE WITHIN VEHICULAR USE AREA (green space within the parking lot and interior of site; not perimeter buffer):
Existing: sq. ft. ( % of site)
Proposed: sq. ft. ( �Y of site)
VEHICULAR USE AREA (parking spaces, drive aisles, loading area):
Existing: 747 sq. ft. ( 14 % of site)
Proposed: 321 sq. ft. ( 5.9 % of site)
Planning & Development Departrnent, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: T27-562-4567; Fax: 727-562-4865
Page 2 of 8 Revised 07l12
IMPERY40U5 SURFACE RATIO (total square footage of impervious areas divided by the total square footage of entire site):
Existing: 1.OQ
Proposed: 0.94
Maximum Permitted: 0.95
DEWSiTY {units, rooms or beds per acre):
Existing: 1
Proposed: �
Maximum Permitted: Q
OFF-STREET PARKING:
BUIL.DlNG HEIGHT:
Existing: 35'
Proposed: -�8'�9"-f'5@�' 3�a�—p3 �
Maximum Permitted: 50'
Existing: 0 Note: A parking demond study musi be provided !n conjunction with any request
Proposed: Q to redute the amount of required off-street parking spaces. P/ease see the
Minimum Required: p adopied Parking Demand Srudy Guidetines for further information.
WHAT IS THE ESTIMATED TOTAL YALUE OF THE PRt�tEL7 UPON COMPLET#Ol�1? $ 2.5 mii.
ZOAIIN{i DiSTRiCTS FOR ALL ADfACENT PRORERlY:
North: HDR - High Density Residet�tial
south: T - Tounst
East: T - Tourist
West: T - Tourist
STAT� Of FLORIDA, CQUNTY O�~
I, the undersig�ed, acknawfedge that all Swom to and wbscribed before me this �n � day of
representations made in this application are true and n,.,�„ n,.�� ,�_�, to me and/or by
accurate to the best of my k�owtedge and authorize x�"�
City represeMatives to visit and photo p �ilC�Gi1'"� ('�C��'G2 �. , who is personally known has
property described in this application. ��� roduced �..�.. '`'t �
p �Q����°i �'�J�identification.
owner o� repres�5tative Natary public,
My commission expires: � � �' �� �
CHRISTINA CARiD£
MOTARY PUBItC
STATE OF �LORIDA
, Comm# E£185308
�x�ires 4/1 /2016
Pi�nir�g 8 Developmerrt Dep�bne�,100 S. MyrUe Avenue. Cl�rwaber> FL 33756, Tel: 72T-582-456T; Fax: TZ7-68Z-4885
Pa� 3 of 8 Rewised Q1N2
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� Site Plan Submittal Package Check list
IN ADDITION TO THE COMPiETED FLD(IBLE STANDARD DEVELOPMENT (Fl5) APPLICATION, ALL FLS APPLICATIONS SHALL
INCLUDE A SITE PLAN SUBMITTAI PACKAGE THAT INCLUDES THE FOLLOWING INFORMATION AND/OR PLANS:
0 Responses to the flexibility criteria for the specific use(s) being requested as set forth in the Zoning District{s) in which the
subject property is located. The attached Flexible Standard Development Application Flexibility Criteria sheet shall be used to
provide these responses.
0 Responses to the General Applicability criteria set forth in Section 3-914.A. The attached Flexible Standard Development
Application General Applicability Criteria sheet shall be used to provide these responses.
0 A signed and sealed survey of the property prepared by a registered land surveyor including the location of the property,
dimensions, acreage, location of all current structures/improvements, location of all public and private easements including
official records book and page numbers and street right(s)-of-way within and adjacent to the site.
❑ If the application would result in the removal or relocation of mobile home owners residing in a mobile home park as
provided in F.S. § 723.083, the application must provide that information requi�ed by Section 4-202.A.5.
❑ If this application is being submitted for the purpose of a boatlift, catwalk, davit, dock, marina, pier, seawall or other si milar
marine structure, then the application must provide detailed plans and specifications prepared by a Florida professional
engineer, bearing the seal and signature of the engineer, except signed and sealed plans shall not be required for the repair
or replacement of decking, stringers, railing, lower landings, tie piles, or the patching or reinforcing of existing piling on
private and commercial docks.
0 A site plan prepared by a professional architect, engineer, certified planner or landscape architect drawn to a minimum scale
of one inch equals 50 feet on a sheet size not to exceed 24 inches by 36 inches that includes the following information:
0 Index sheet of the same size shall be included with individual sheet numbers referenced thereon.
� North arrow, scale, location map and date prepared.
0 Identification of the boundaries of phases, if development is proposed to be constructed in phases.
� location of the Coastal Construction Control Line (CCCL), whether the property is located within a Special Flood Hazard
Area, and the ease Ftood Elevation (BFE) of the property, as applicable.
0 Location, footprint, size and height of all existing and proposed buildings and structures on the site.
0 Location and dimensions of vehicular and pedestrian circulation systems, both on-site and off-site, with proposed points
of access.
0 Location of all existing and proposed sidewalks, curbs, gutters, water lines, sanitary sewer lines, storm drains, manholes,
inlets, lift stations, fire hydrants, underground conduits, seawalls and any proposed utility easements.
� Location of onsite and offsite stormwater management facilities, including offsite elevations, as may be required by the
Engineering Department to evaluate proposed stormwater management, as well as a narrative describing the proposed
stormwater control plan including all calculations and data necessary to demonstrate compliance with the City of
Clearwater Storm Drainage Design Criteria manual.
0 Location of solid waste colledion facilities, required screening and provisions for accessibility for collection.
� Location of off-street loading area, if required by Section 3-1406.
❑ location, type and lamp height of all outdoor lighting fixtures.
� Location of all existing and proposed attached and freestanding signage.
� All adjacent right(s)-of-way, with indication of centerline and width, paved width, existing median cuts and intersections,
street light poles, bus shelters, signage and utility company facilities.
Planning � Development Departrnent, 7�0 S. Myrtle Avenue, Cleanivater, FL 33T56, Tel: 727-562-4567; Fax: 727-562-4865
Page 4 of 8 Revised 01/12
0 Dimensions of existing and proposed lot lines, streets, drives, building lines, setbacks, structural overhangs and building
separations.
0 Bui�ding or structure elevation drawings that depict the proposed building height, building materials, and concealment of
all mechanical equipment located on the roof.
0 Typical floor plans, including floor plans for each floor of any parking garage.
0 Identification and description of watercourses, wetlands, tree masses, specimen trees, and other environmentally
sensitive areas.
❑ If there is any requested deviation to the parking standards a parking demand study will need to be provided. Prior to the
preparation of such study, the methodology shall be approved by the Planning and Engineering Departments. The findings of
the study will be used in determining whether or not deviations to the parking standards are approved.
❑ Tree inventory, prepared by a certified arborist, of all trees four inches DBH or more that reflects the si2e, canopy, and
condition of such trees; as well as a tree survey showing the location, DBH and species of all existing trees with a DBH of four
inches or more, and identifying those trees proposed to be removed, if any.
❑ A traffic impact study shall be required for any development which may degrade the acceptable level of service for any
roadway as adopted in the Comprehensive Plan. Trip ge�eration shall be based on the most recent edition of the Institute of
Transportation Engineers Trip Generation Manual.
O An application for a certificate of concurrency/capacity or a nonconcurrency affidavit. No development approval shall be
granted until a certificate of concurrency/capacity is issued or a nonconcurrency affidavit is executed.
0 A landscape plan shall be provided for any project where there is a new use or a change of use; or an existing use is improved
or remodeled in a value of 25% or more of the valuation of the principal structure as reflected on the property appraiser's
current records, or if an amendment is required to an existing approved site plan; or a parking lot requires additional
landscaping pursuant to the provisions of Article 3, Division 14. The landscape plan shall include the following information, if
not otherwise required in conjunction with the application for development approval:
8 Location, size, description, specifications and quantities of all existing and proposed landscape materials, including
botanical and common names.
� Existing trees on-site and immediately adjacent to the site, by species, size and location, including drip line.
�I Typical planting details for trees, palms, shrubs, and ground cover plants, including planting instructions, soil mixes,
backfilling, mulching, staking and protedive measures.
� Interior landscape areas hatched and/or shaded and labeled and interior landscape coverage, expressed both in square
feet, exclusive of perimeter landscaped strips, and as a percentage of the paved area coverage of the parking lot and
vehicular use areas.
� Location of existing and proposed structures and improvements, including but not limited to sidewalks, walls, fences,
pools, patios, dumpster pads, pad mounted transformers, fire hydrants, overhead obstructions, sign locations, curbs,
gutters, water lines, sanitary sewer lines, storm drains, manholes, inlets, lift stations, fire hydrants, underground
conduits, seawalls, utility easements, treatment of all ground surfaces, and any other features that may influence the
proposed landscape.
� Location of parking areas and other vehicular use areas, including parking spaces, circulation aisles, interior landscape
islands and curbing.
0 Drainage and retention areas, including swales, side slopes and bottom elevations, and drainage structures and other
drainage improvements.
0 All adjacent right(s)-of-way, with indication of centerline and width, paved width, existing median cuts and intersections,
street light poles, bus shelters, signage and utility company facilities.
0 Delineation and dimensions of all required perimeter landscaped buffers including sight triangles, if any.
❑ An irrigation plan.
Planning 8 Development Department,100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562�t865
Page 5 of 8 Revised 01/12
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Planning & Development Department
Flexible Standard Develapment Application
� General Applicability Criteria
PROVIDE COMPLETE RESPONSES TO EACH OF THE SIX (6) GENERAL APPLICABILITY CRITERIA EXPLAINING HOW, IN DETAIL, THE
CRITERION IS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL.
1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent
properties in which it is located.
See Attachment "B"
2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings
or significantly impair the value thereof.
3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood
of the proposed use.
4. The proposed development is designed to minimize traffic congestion.
5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for
development.
6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of
operation impacts, on adjacent properties.
Planning � Development Departrnent, 100 S. Myrde Avenue, Clearwater, F� 33756, Tel: 727-562�567; Fax: 727-562-4865
Page 6 of 8 Revised 01/72
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� Flexibility Criteria
PROVIDE COMPLETE RESPONSES TO THE APPLICABLE FLEXIBILITY CRITERIA FOR THE SPECIFIC USE(5) BEING REQUESTED AS SET
FORTH IN THE ZONING DISTRICT(S) IN WHICH THE SUBJECT PROPER'TY IS LOCATED. EXPLAIN HOW, IN DETAIL, EACH CRITERION
IS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL (USE SEPARATE SHEETS AS NECESSARY).
1. See Attachment "C"
z.
4.
�
6.
8.
Planning 8� Developmerrt Departrnent, 100 S. Myrtle Avenue, Clearwater, F� 33756, Tei: 727-562�567; Fax: 727-562-4865
Page 7 of 8 Revised 01/12
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Planning & Development Depatrtmen#
Flexible Standard Development Application
� Affidavit to Authorize Agent/Representative
1. Provide names of all property owners on deed — PRiNT full names:
Mandalay BuiHding Partr�ership Richard McKenna
2. That (I am/we are� the owner(s) and retord title holder(s) of the following described property:
3. That this property constitutes the property for which a request for (describe requestj:
See attachrnent "A"
4. That the undersigned (has/have) appointed and (does/do) appoint:
Richard J Marcel w/ The Sustainabiiity Group, tic
as (his/their) agent(s} to execute any petitions or other documents necessary to affect such petition;
5. That #his affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described
property;
6. That site visits to the property are necessary by City representatives in order to process this application and the owner
authorizes City representatives to visit and photograph the property described in this application;
7. That (t/wej, the undersi authority, hereby certify that the foregoing is true and correct.
r
Richard McKenna � � ��c4_.�, ��'1 ' .1�,p,,,,,�„�.
Property Owner Property Ow�er
Property Ow�er Property Owner
STATE OF FLORIDA, COUNTY OF PINEi.LAS
BEFORE ME THE UNDERSIGNED, AN OFFtCER QULY COMMISSIONED BY THE IAWS OF THE STATE OF FLORIDA, ON
THIS �{ � DAYOF __�{,�V P/%��f'r� , p�D �.3 , PERSONAIIYAPPEARED
7 1 I�/'► a RU / i'� r��' !'1 h� WHO HAVING BEEN FIRST DULY SWORN
DEPOSED AND SAYS THAT HEISHE FULLY UNDERSTANDS THE CONTENTS OF THE AFFIDAVJT THAT HEJSHE SiGNED.
NATALIA PM1kA1411N
N�uy Pu91jc • Sta� N f
Mr GoaNm. E� Nor ?5
_C�.#EE�
Notary Public Signa�
My Commission Expires: /�/ ���.� a� f C�
RNtneMnp d� D�wMapnnnt D�pmvlmsrtt,10Q S. Myrq� Avenw, CiMrwabr. FL 33766, Td: 7ZT-Si2-4667; Fax: 727-6i2-484d
Pp� 8 of 8 it�vissd 01/12
Florida State Certified
Professional
Engineering Firm
Certificate of
Authorization: 29400
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S �4'� Sustai nability
A7TACHMENT A
DESCRIPTION OF REQUESTS
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The subject property is located at 499 Mandalay Avenue on Clearwater Beach within the
restaurant and retail district. Redevelopment of the property includes demolition of a 3,899 sf
structure and replacing it with a 3,902 sf building. Clearwater Beach Brewing Company is a
restaurant only selling five items; brewed beer, wine, non-alcohol beverages, food and
merchandise. Other improvements include removal of back-out parking from within the right-of-
way of Baymont Street along with enhancements to pedestrian areas. Clearwater Beach Brewing
Company witl allow patrons to dine indoors or outdoors on the roof-top. A request is being made
for a reduction to setbacks and a change in use as listed below.
The Request includes:
• Conversion from retail/apartment to restaurant use.
• Reduction in front (north) setback from 15.00 ft. to
0.65 ft. (building) and 0.00 ft. (pervious area).
• Reduction in front (west) setback from 15.00 ft. to
0.40 ft. (building) and 0.00 ft. (pervious area).
• Reduction in side (south) setback from 10.00 ft. to
0.30 ft. (building) and 0.00 ft. (pervious area).
• Reduction in side (east) setback from 15.00 ft. to
15.00 ft. (building) and 0.50 ft. (pavement).
Attachment `A' Description of Request
Florida State Certified
Professional Engineering
Firm Certificate of
Authorization: 29400
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ATTACHMENT B
GENERAL APPLICABILITY CRITERIA
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1. The proposed development of the land will be in harmony with scate, bulk, coverage density
and character of ad%acent properties in which it is located in
Redevelopment of the property is consistent with revitalization goals of the comprehensive code and
character set forth the Tourist designation within Beach by Design. The intersection of Mandalay Avenue
and Baymont Street is a transitional area between the beach districts. 499 Mandalay Avenue falls within
the Restaurant and Retail district of Beach by Design at the southeast corner. The north side of Baymont
Street is aligned with a newly constructed mixed-use/residential development known as Belle Harbor.
This structure aligns the north-side of Baymont with heights exceeding 50 feet. West of the subject
parcel contains the Destination district. Mandalay Avenue is aligned with a series of one- and two- story
structures with heights ranging from 25 feet to 50 feet plus. Existing Buildings fronting both Mandalay
Avenue and Baymont Street appear to have minimal reductions to both front, side and/or rear setbacks.
The south side of Baymont Street contains a mixture of one- and two- story unimproved structures
consisting of restaurant and retail establishments with minimal setbacks between Poinsettia and
Mandalay Avenue. Most buildings within the area has coverage and/or density either meeting or
exceeding maximum allowed.
Clearwater Beach Brewing Company is proposing a two- story restaurant establishment with both
indoor and rooftop seating falling below maximum height allowed. The building coverage consists of
minimal front setbacks matching adjacent structures along both roadways. The proposed facades
contain large windows for equipment viewing covered by canvas awnings. The first floor of the
proposed restaurant will contain the main entrance allowing patrons to view brewing equipment,
process, try samples or continue upstairs for dining. The second f{oor will contain a standard dining area,
bar and kitchen. The Roof top will be designed to allow restaurant patrons to dine at a table or sit at the
bar outside enjoying a unique view of Clearwater Beach.
Clearwater Beach Brewing Company will capture pedestrian walk-up traffic from tourist, neighbors and
residents of the beach. The building will complement and be in harmony with the adjacent neighbors by
matching similar height, bulk, scale and other features for both programmatic and visual interest down
Attarhrr�ent "B" Generai A�aKslicabili�ty Criteria
Mandalay Avenue and Baymont Street. Beach by Design guidelines do not specify specific character
criteria for this district but does discuss general building parameters within the Beach by Design overlay.
The design of the proposed project meets the intent for character of Beach by Design. Other
development improvements contributing to adjacent properties is removal of back-out parking along
Baymont Street, which will result in better safer pedestrian circulation further encouraging, connecting,
and promoting pedestrian friendly street level activities.
2. The proposed development will not hinder or discourage the appropriate developments and
use of the adjacent land and buildings or signifcantly impair the value thereof.
Development will not hinder its neighbors, but bring value and help drive further redevelopment. The
proposed establishment will become a place valued by both tourist and local residents. Redevelopment
of the south-east corner of Mandalay Avenue will help act as a transitionat point into other district areas
while improving pedestrian circulation to adjacent properties within the Restaurant and Retail district
down Baymont Street. The development will be of Florida Vernacular in style contributing to a more
active fa�ade along Mandalay Avenue and Baymont Street. The value of the abutting properties will not
be compromised, but will likely be enhanced by the redevelopment of the property. The subject
property could help at as a catalyst for further redevelopment east towards Poinsettia.
3. The proposed wi1/ not adversely affect the health or safety of persons residing or working in
the neighborhood of the proposed use.
Development will not adversely affect the health and safety of neighbors or persons residing in the a�ea.
Redevelopment of the subject parcel will heip act as a transitional point into other beach districts while
improving pedestrian street level circulation to adjacent properties. Construction of a new facility
replaces the older structure which contained non-conforming back-out parking stalls within the right of
way of Baymont Street. Several properties from Mandalay Avenue and Poinsettia contain discontinuous
or substandard sidewalks connecting pedestrians to surrounding districts. Upgrade to pedestrian
friendly pathways within Baymont will be widened, while removing back-out parking stalls allowing for
future development/reconfiguration towards the east improving the health and safety of pedestrians.
There is no use proposed that will have a detrimental effect on the health of persons residing or working
in the neighborhood.
4. The proposed development is designed to minimire tra�c congestion.
The proposed project is a restaurant promoting the concept of pedestrianism as an alternative form of
transportation for visitors, residents and employees residing or visiting Clearwater Beach. The existing
site contains several non-conforming "back-out" stalls along Baymont Street creating a conflict point for
vehicles backing out and pedestrians using the crosswalk. The City of Clearwater revised code to
eliminate parking requirements for restaurants within the retail and restaurant district per Beach by
Design. Redevelopment of the parcel contributes to a pedestrian friendly environment along Baymont
Street by providing a wider area for staging. All employees will be required to either walk, coutd be
c�ttachrnert "t3" G«=neral �pplicability Criteri�
reimbursed for public transportation to work, or will be required to be dropped-off eliminating traffic to
the estabtishment completely except for deliveries. A delivery area is provided on-site and will be shared
with the adjacent owner.
5. The proposed development is consistent with the community choracter of the immediate
vicinity of the parcel proposed for development.
The visual interest of the development will provide a mixture of elements, which is consistent with
surrounding uses. The architectural design of the building will provide most of the desired elements that
are listed in Beach by Design's retail and restaurant district helping to act as a catalyst for
redevelopment to other properties. The intersection of Mandalay Avenue and Baymont Street contains
a transitional zone between the beach's districts. 499 Mandalay Avenue falls within the Restaurant and
Retail district of Beach by Design. The north side of Baymont Street is aligned with a newly constructed
mixed-use/residential development known as Belle Harbor. The structure aligns Baymont Street with
heights exceeding 50 feet. West of the subject parcel contains the Destination district. Mandalay Avenue
is aligned with a series of one- and two- story structures with height ranging from 25 feet to 50 feet plus.
Existing Buildings fronting both Mandalay Avenue and Baymont Street appear to have minimal
reductions to front and side setbacks. The south side of Baymont Street contains a mixture of multi-
story buildings consisting of unimproved restaurant and retail structures with minimal setbacks between
Mandalay to Poinsettia Avenue.
Clearwater Beach Brewing Company is proposing a two- story restaurant establishment with indoor and
rooftop seating below maximum height allowed. The building coverage consists of minimal setbacks
matching adjacent structures along both roadways. The first floor of the proposed restaurant will
contain the main entrance allowing patrons to view brewing equipment, process, try samples or
continue upstairs for a dining experience. The second floor will contain a dining area, bar and kitchen.
The Roof top will be designed to allow restaurant patrons to dine at a table or sit at the bar outside
enjoying a unique view of Clearwater Beach. Clearwater Beach Brewing Company will capture
pedestrian walk-up traffic from tourist, neighbors and residents of the beach. Both front facades will
contain large windows with canvas awnings extending into the right-of-way contributing to dynamic
street life. The building will complement and be in harmony with the adjacent neighbors by matching
similar height, bulk, scale and street level features for both programmatic and visual interest down
Mandalay Avenue and Baymont Street.
Beach by Design guidelines does not specify specific character criteria for this district but does discuss
general building parameters within the Beach by Design overlay. The design of the proposed project
meets the intent for character of Beach by Design. Other development improvements contribute to
adjacent properties by removing sub-standard back-out parking along Baymont Street, which results in
safer pedestrian circulation further encouraging, connecting, and promoting pedestrian friendly street
level activities.
Attachm���it „B" Ger�erai Applic��ility C�:riteri�7
�
6. The design of the proposed development minimizes adverse effects, including visual, acoustic
and olfadory and hours of impacts, on adjacent properties.
The proposed development minimizes adverse effects on adjacent properties by creating a more active
fa�ade, while contributing and connecting pedestrian friendiy areas for properties down both Mandalay
Avenue and Baymont Street. Redevelopment of the parcel for a restaurant use is consistent with what is
allowable within the tourist zoning designation for Beach by Design's retail and restaurant district. The
proposed structure further reduces acoustic and olfactory effects by improving on-site utilities will
providing a structure meeting current building code regulations. The hours of operation will be seven
days a week from 11:00 am to 10:30 pm, subject to seasonal and special events.
�1tt�chment °B" General ,�pp!icabllity Criterla
Florida State Certified
Professional Engineering
Firm Certificate of
Authorization: 29400
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ATTACHMENT C
FLEXIBLE STANDARD'FLEXIBILITY' CRITERIA
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We are a member of the
USBGC
1. Lot area and width: The reduction in lot area wili not resulfi in a building which is out of scale
with existing buiidings in the immediate vicinity of the parcel proposed for development;
There are no request for any reductions to lot area or width. The existing parcel
suffices meeting the 5,000 sf minimum square foot AT 5,374.98 sf. The lot width
also exceeds these requirements as outlined under Clearwater Community
Devefopment Code "T" Tourist district.
2. Height:
The increased height results in an improved site plan and/or improved design and appearance;
Maximum height allowed is at 50 feet above base flood elevation. The proposed
structure will be maintained at 36'-8" from base flood elevation to top of roof.
maximum height. There are no requests to increase height beyond what is
allowable per code.
3. Signs: No sign of any kind is designed or located so that any portion of the sign is more than six
feet above the finished grade of the front lot line of the parcel proposed for development
unless such signage is a part of an approved comprehensive sign program;
There are no signs proposed beyond what is allowable per City of Clearwater's
Community Development Code or Comprehensive Plan. Any signs proposed will
be designed to incorporate architecture features and located on the exterior
front facade similar to most restaurant establishments along Mandalay Avenue
and Baymont Street. A si�n package will be submitted under separate cover.
4. Setbacks:
The reduction in front setback contributes to a more active and dynamic street life;
The reduction to the front setback(s) allows for a more dynamic street life by
creating a pedestrian friendly environment along Baymont. Baymont Street
contains several back-out parking stalls adjacent to the property. Vehicular
movements into these areas causes conflicts between vehicles and pedestrians
within the crosswalk. The reductions will allow for reconfiguration of the area by
incorporating parallel parking with an improved pedestrian friendly sidewalk
connecting the surrounding community down Baymont. The proposed
architectural fa�ade allows for a dynamic street life by providing large windows
for viewing of equipment and brewing process.
Attachment "c" Flexibility Criteria
b. The reduction in front setback results in an improved site plan or improved design and
appearance.
The reduction to the front setbacks allow for functionality of internal
operations, while taking into account miscellaneous restaurant requirements
such as loading, trash and other utilities. Overall the development maintains
consistent setbacks with adjacent properties along Baymont and Mandalay
Avenue.
c. The reduction in side and rear setbacks does not prevent access to the rear of any building
by emergency vehicles;
Access to three sides will be maintained at all times around the perimeter of the
property for emergency access. The longest building dimension is 88 ft. further
reliving fire access requirements. The reduction to side setbacks match existing
conditions throughout the area and do not hinder emergency vehicles.
d. The reduction in side and rear setback results in an improved site plan, more efficient
parking or improved design and appearance.
The reduction of the side and rear setbacks will allow for functionality of site
components (trash, loading, operations, indoor activities, etc.), while providing
emergency access to three sides of the building. The reduction to the side
setbacks also allows for the development to justify the rehabilitation of the
subject property by providing room for operations, dining and brewing
equipment. The reduction to the side setbacks allows an improved appearance
by matching adjacent property setbacks along Mandalay Avenue and Baymont
Street contributing to the communities' character.
S. Off-street parking:
a. The physical characteristics of a proposed building are such that the likely use of the
properly will require fewer parking spaces per floor area than otherwise required or that
the use of significant portions of the building will be used for storage or other non-parking
demand-generating purposes;
The proposed restaurant establishment lies within the City of Clearwater's
Tourist (T) district and Beach by Design, and, as such allows for the capture of
pedestrians vacationing within the area, beach visitors, local workers from other
establishments, and residents. The Restaurant and Retail district is specifically
exempt from any parking requirements.
b. Fast food restaurants shall not be eligible for a reduction in the number of off-street
parking spaces.
The design and functionality of Cleannrater Beach Brewing Company restaurant
creates a dining experience allowing patrons to sit indoors or outside on the
rooftop. The establishment is not considered fast food and will provide a sit-
down meal with freshly brewed beer, non- alcoholic beverages, or food. Per
Beach by Design the Restaurant and Retail district is specifically exempt from
Attachment "c" Flexibility Criteria
any parking requirements.
c. Adequate parking is available on a shared basis as determined by all existing land uses
within 1,000 feet of the parcel proposed for development, or parking is available through
any existing or planned and committed parking facilities or the shared parking formulas in
Article 3, Division 14.
Per Beach by Design the Restaurant and Retail district is specifically exempt
from any parking requirements. The exemption takes into account future
planned public parking and encourages the capturing of walking pedestrians,
residents and tourist visiting the beach.
6. The design of all buildings complies with the Tourist District design guidelines in Division 5
of Article 3
SECTION 3-501 TOURIST DISTRICT BEACH BY DESIGN DESIGN GUIDELINES
A. Density
The maximum permitted density of residential development shall be 30 dwelling
units per acre. Through the use of Transfer of Development Rights (TDRsj from other
property tocated within the Clearwater Beach Community Redevelopment District, the
maximum permitted density for residential development may be increased by not more
than 20 percent.
Historically the maximum permitted density for overnight accommodation uses
has been 40 units per acre. In order to assist in the redevelopment of Clearwater Beach,
the maximum permitted density in Beach by Design shall be 50 units per acre.* It also
allows this maximum density of SO units per acre to be exceeded through the allocation of
units from the Destination Resort Density Pool, the allocation of units from the Hotel
Density Reserve, and the use of TDRs from other properties located within the Clearwater
Beach Community Redevelopment District in compliance with the following provisions:
1. The amount of TDRs used for resorts/overnight accommodation projects shall not be
limited provided such projects can demonstrate compliance with the provisions of this
Plan, the Community Development Code and concurrency requirements.
z. Any TDRs gained from the additional 10 overnight accommodation units per acre
authorized by this section of Beach by Design shall only be used for overnight
accommodation uses. The conversion of such density to another use is prohibited.
Beach by Design atso supports the allocation of additional density for resort development
through the Destination Resort Density Pool established in Section V.6.1 of this plan, as well
as the allocation of additional density for mid-price hotels through the Hotel Density
Reserve established in Section V.B.2 of this plan. The maximum permitted floor area ratio
for nonresident development is limited to 1.0 pursuant to the Pinellas County Planning
Council intensity standards.
The proposed projecr does not include a request for TDR's.
B. Height
Attachment "c" Flexibility Criteria
Maximum height is prescribed by the respective zoning districts in the Community
Development Code untess otherwise restricted by Beach by Design. The height may be
increased, however, to one hundred fifty feet (150') if:
i. additional density is allocated to the development either by transferred development
rights, or via the Destination Resort Density Pool pursuant to the CRD designation, or
via the Hotel Density Reserve where the subject property is located between South
Gulfview Boulevard and the Gulf of Mexico or on the west side of Coronado Drive;
2. portions of any structures which exceed one hundred feet (100') are spaced at least one
hundred feet (100') apart (with no more than two (2) structures which exceed one
hundred feet (100') within five hundred feet (500'); or four (4) structures which
exceed one hundred feet (100'j within eight hundred feet (800') so long as the
elevations of all structures which exceed one hundred feet (100') when such
structures are viewed from the east do not occupy a total of forly percent (40%) of
a north south vertical plane which is parallel to the alignment of Coronado and
North Mandalay of the building envelope above one hundred feet (100'); and
The Proposed development is limited to50 ft. above base flood elevation, thus not
applicable to the above criteria.
3. the floor plate of any portion of a building that exceeds forty-five feet (45') in height is
limited as follows:
a) between forty-five feet (45') and one hundred feet (100'), the floorplate will
be no greater than 25,000 square feet except for parking structures open to
the public; and
b) between one hundred feet (100') and one hundred fifty feet (150'), the
floorplate will be no greater than 10,000 square feet; and
c) deviations to the above floorplate requirements may be approved provided the
mass and scale of the design creates a tiered effect and complies with the
maximum building envelop allowance above 45' as described in section C.1.4
below
The Proposed development does not exceed a floorplate square footage of 25,000 sf.
A/so, the structure in not greater than 100 ft. in height. This section is not applicable to
the project.
C. Design, Scale and Mass of Buildings
No particular architectural style is prescribed. However, good architecture, from a
community character perspective, comes in all shapes and styles. There is, however, in
every community an established vocabulary of the "good," the "bad," and the "ugly." New
buildings should respect this vocabulary and enhance the community character wherever
possible. The more daring the design, the mo�e sensitive the particular architecture is to
failure.
Quantifiable aspects of the architectural vocabulary are:
1. Buildings with a footprint of greater than 5,000 square feet or a single dimension of
greater than one hundred (100) feet will be constructed so that no more than two (2) of
the three (3) building dimensions in the vertical or horizontal planes are equal in length.
For this purpose, equal in length means that the two lengths vary by less than forty
Attachment "c" Flexibility Criteria
percent (40%) of the shorter of the two (2) lengths. The horizontai plane measurements
relate to the footprint of the building
The proposed development only consists of a 3,902 sf building envelope and does not
have a single dimension more than 100 ft. in length. The longest building dimension is
only at 88 feet. This section is not applicable.
2. No plane of a building may continue uninterrupted for greater than one hundred linear
feet (100'). For the purpose of this standard, interrupted means an offset of greater than
five feet (5').
The proposed development only consists of a 3,902 sf building envelope and does not
have a single dimension more than 100 ft. in length. The longest building dimension is
only at 88 feet. This section is not applicable.
3. At least sixty percent (60%) of any elevation will be covered with windows or architectural
decoration. For the purpose of this standard, an elevation is that portion of a building that
is visible from a particular point outside the parcel proposed for development.
Ar least 60% of the building fa�ade will be covered by architecrural decoration.
4. No more than sixty percent (60%) of the theoretical maximum building envelope located
above forty-five feet (45') will be occupied by a building. However, in those instances
where an overnight accommodations use on less than 2.0 acres that has been allocated
additional density via the Hotel Density Resenre, no more than seventy-five percent (75%)
of the theoretical maximum building envelope located above forty-five feet (45') may be
occupied by a building unless the property is located between Gulfview Boulevard and the
Gulf of Mexico, then no more than 7096 may be occupied by a building.
There is no building proposed with a theoretical building envelope over 60%. This section
is not applicable.
5. The hei�ht and mass of buildings will be correlated to: (1) the dimensional aspects of the
parce) proposed for development and (2) adjacent public spaces such as streets and parks.
The proposed height and mass of the building is correlated to dimensional aspects of the
proposed parcel and is consistent with adjacent and surrounding properties within Beach
by Design Districts. The proposed fa�ade will incorporate canvas awnings over each
ground leve! window with 2"d story building overhangs extending into the public right-of-
way as well.
6. Buildings may be designed for a vertical or horizontal mix of permitted uses.
Redeve/opment of the subject property consists only of a restaurant use without a
request for mixed-use occupancy.
D. Setbacks and Stepbacks
Attachment "c" Flexibility Criteria
1. Rights-of-way.
The area between the building and the edge of the pavement as existing and planned
should be sufficiently wide to create a pedestrian-friendly environment. The distances
from structures to the edge of the right-of-way should be:
a. Fifteen feet (15') along arterials, and
b. Twelve feet (12') along local streets
A ten foot (10') pedestrian path is key to establishing a pedestrian-friendly
place in the nonresidential environment. Accordingly, arcades may be constructed in
the public space, but may not narrow the pedestrian path to less than ten feet (10').
Decorative awnings and arcades and public balconies may extend into the public
space and even into the right-of-way (provided they do not obstruct vehicular traffic).
Outdoor cafe tables are also permitted in the public space, subject to the
requirements in Section H, Sidewalks.
The building is proposed to have a reduction to the front setbacks, but will maintain
significant space between the fa�ade and pedestrian pathways. Many structures in the
District are built to the right of way producing similar configurations. The proposed
development incorporates and canvas awning over the main entrance and windows
which extends into the right-of-way.
2. Side and Rear Setbacks
Except for the setbacks set forth above, no side or rear setback lines are recommended,
except as may be required to comply with the Cit�/s Fire Code.
Side setbacks is requested to be reduced to 0.40 ft. abutting the adjacenr structure.
Emergency access will be maintained on al! three sides. The building length along
Baymont Street is less than 90' feet allowing for improved access.
3. Coronado Drive Setbacks and Stepbacks.
To reduce upper story massing along the street and ensure a human scale street
environment, buildings using the hotel density reserve along Coronado Drive shall be
constructed in accordance with the following:
a. Buildings constructed with a front setback of fifteen feet (15') or more shall
stepback with a minimum depth of fifteen feet (15'j from the setback line at a
height not more than twenty-five feet (25').
b. Buildings constructed with a front setback greater than or equal to ten feet (10')
and less than fifteen feet (15') shall stepback at a height not more than twenty
feet (20'). The required stepback/ setback ratio is one and one-half feet (1.5') for
every one foot (1') reduction in setback in addition to the minimum stepback of
fifteen feet (15'). Buildings constructed with a front setback of less than ten feet
(10') shall provide a building stepback at a height not more than fifteen feet (15')_
The required stepback/ setback ratio is two and one-half feet (2.5') for every one
foot (1') reduction in setback in addition to the minimum stepback of fifteen feet
Attachment "c" ffexibility Criteria
(15').
d. To achieve upper story facade variety and articulation, additional stepbacks may be
required. To avoid a monotonous streetscape, a building shall not replicate the
stepback configuration of the neighboring buildings including those across rights-of-
way.
e. Required stepbacks shall span a minimum of 75% of the building frontage width.
The proposed development is located along Mandalay Avenue and Baymont Street and is not
applicable.
E. Street-Level Facades
The human scale and aesthetic appeal of street-level facades, and their relationship to the
sidewalk, are essential to a pedestrian-friendly environment. Accordingly:
i. At least sixty percent (6096) of the street level facades of
Buildings used for nonresidential purposes which abut a public street or pedestrian access
way, will be transparent. For the purpose of this standard:
a) street level facade means that portion of a building facade from ground level
to a height of twelve feet (12')
b� transparent means windows or doors that allow pedestrians to see into:
ii. the building, or
iii. landscaped o� hardscaped courtyard or plazas, where street level facades are set
back at least fifteen feet (15') from the edge of the sidewalk and the area between
the sidewalk and the facade is a landscaped or hardscape courtyard or plaza
iv. Parking structures should utilize architectural details and design elements
such a false recessed windows, arches, planter boxes, metal grillwork, etc. instead
of transparent alternatives. When a parking garage abuts a public road or other
public place, it will be designed such that the function of the building is not readily
apparent except at points of ingress and egress.
The proposed development contributes to a more dynamic and friendly
pedestrian environment along Baymont Street and Mandalay Avenue. The
subject development allows for pedestrians ro look into the building
observing brewing equipment ond the manufacturing process.
2. Window coverings, and other opaque materials may cover no more than
10% of the area of any street-level window in a nonresidential building that
fronts on a public right-of-way.
The proposed structure will not allow for any window coverings or other
opaque materials to any areas greater than 10%. The intent of the windows
fa�ade is to allow pedestrians to look into the establishments brewing
equipment and process.
3. Building entrances should be aesthetically inviting and easily identified.
Attachment "c" Flexibiliry Criteria
Goods for sale will not be displayed outside of a building, except as a
permitted temporary use. This standard does not apply to outdoor food
service establishments.
All sale of goods will be displayed only within the buildings footprint.
4. Awnings and other structures that offer pedestrians cover from the
elements are recommended. Awnings help define entryways and provide
storefront identity to both pedestrians and drivers.
Canvas awnings will be incorporated at the main entrance and along
ground leve! windows defining the entryway and storefront.
F. Parking Areas
To create a well-defined and aesthetically appealing street boundary, all parking areas will
be separated from public rights of way by a landscaped decorative wall, fence or other
opaque landscape treatment of not less than three feet (3') and not more than three and
one-half feet (31/2') in height. SurFace parking areas that are visible from public streets or
other public places will be landscaped such that the parking areas are defined more by
their landscaping materials than their paved areas when viewed from adjacent properly.
The use of shade trees is encouraged in parking lots. However, care should be taken to
choose trees that do not drop excessive amounts of leaves, flowers, or seeds on the
vehicles below.
Entrances to parking areas should be clearly marked in order to avoid confusion
and minimize automobile-pedestrian conflicts. Attractive signage and changes to the
texture of the road (such as pavers) are recommended.
When a parking garage abuts a public road or other public place, it will be
designed such that the function of the building is not readily apparent except at points of
ingress and egress.
The subject property removes several non-conforming parking stalls along
Baymont Street of which require backing out into the right-of-way and pedestrian
crosswalk. Redevelopment of the property will capture 100% pedestrian customers
visiting, residing, or shopping on Clearwater beach.
G. Signage
Signage is an important contributor to the overall character of a place. However,
few general rules apply to signage. Generally, signage should be creative, unique, simple,
and discrete. Blade signs, banners and sandwich boards should not be discouraged, but
signs placed on the sidewalk should not obstruct pedestrian traffic.
Signoge will be provided along the building fa�ade shaped within allowable
parameters of the sign code and will be submitted under separare cover.
H. Sidewalks
Sidewalks along arterials and retail streets should be at least ten feet (10') in
width. All sidewalks along arterials and retail streets will be landscaped with palm trees,
spaced to a maximum of thirty-five feet (35') on centers, with "clear grey' of not less than
eight feet (8'). Acceptable palm trees include sabal palms (sabal palmetto), medjool palms
Attachment "c" Flexibility Criteria
(phoenix dactylifera 'medjool'), and canary island date palms (phoenix canariensis).
Sidewalks along side streets will be landscaped with palms (clear trunk of not less than
eight feet (8')) or shade trees, spaced at maximum intervals of thirty-five feet (35') on
centers.
1. Portions of required sidewalks may be improved for non-pedestrian purposes
including outdoor dining and landscape material, provided that movement of
pedestrians along the sidewalk is not obstructed; and
2. non-pedestrian improvements and uses are located on the street side of the
sidewalk.
Distinctive paving patterns should be used to separate permanent sidewalk caf�
improvements from the pedestrian space on the sidewalk. To enhance pedestrian safety
and calm traffic, distinctive paving should also be used to mark crosswalks.
The proposed development incorporates a Washingtonia robusta within the improved
right-of-way adjacent to parallel stalls. Also, improvements allow for an improved
pedestrian friendly environment adjacent to the property on Baymont Street.
I. Street Furniture and Bicycle Racks
Street furniture, including benches and trash receptacles should be liberally placed
along the sidewalks, at intervals no greater than thirty linear feet (30') of sidewalk. Bicycle
racks should also be provided, especially near popular destinations, to promote
transportation alternatives. Complicated bicycle rack systems should be avoided. The
placement of street furniture and bicycle racks should not interrupt pedestrian tra�c on
the sidewalk.
The propose development will offer a 6-stall bicycle rack for visitors of the establishment
within the right-of-way of 8aymont or on-site where feasible. If placed within the right-
of-way a 5' wide pedestrian clear path wiN be maintained at all times.
1. Street Lighting
Street lighting should respond to the pedestrian-oriented nature of a
tourist destination. In this context, it should balance the functional with the
attractive — providing adequate light to vehicular traffic, while
simultaneously creating intimate spaces along the sidewalks. Clearwater's
historic lighting is an attractive, single-globe fixture atop a cast-iron pole.
The proposed development is not proposing placement and/or improvement to existing
street lights.
K. Fountains
Fountains provide attractive focal points to public spaces and add natural
elements to urban environments. They should be interesting, engaging and unique. While
it is important not to overburden architectural creativity regarding fountains, they should
meet at least the following standards in order to be a functional and attractive component
of the public space:
1. They should be supplemented with street furniture such as benches and trash
receptacles, and
Attachment "c" Flexibility Criteria
2. They should have rims that are:
a. Tall enough to limit unsupervised access by small children, and
b. Wide enough to permit seating. Fountains should be encouraged in landscaped
and hardscaped courtyards and plazas.
Property improvements does not include the use of fountains due to the limited amount of
space.
�. Materials and Colors
1. Facades
Finish materials and building colors will reflect Florida or coastal vernacular themes. All
awnings should contain at least three (3) distinct colors. Bright colors will be limited
to trims and other accents. Glass curtain walls are prohibited.
2. Sidewalks: Sidewalks shall be constructed of:
a. Pavers;
b. Patterned, distressed or special aggregate concrete; or
c. Other infused treatment that distinguishes the sidewalks from the
typical suburban concrete sidewalks.
Materials should be chosen to minimize the cost and complexity of maintenance.
This project is intended to evoke the feeling of Florida Vernacular with a beach community
feel. Since the building has minimal setbacks. The building fa�ade will incorporate canvas
awnings over ground level windows and the main entrance. Other architectural features can
be found on the colored rendering submitted. Sidewalks will be in accordance with the City of
Clearwater Construction Specification standards.
3. Street Furniture
d. Street furniture will be constructed of low-maintenance
materials, and will be in a color that is compatible with its surroundings.
The proposed bicycle rack will be powdered coated green and able to be
removed forstorage onsite if necessary. No otherstreef furniture, lighting or
elements are proposed.
4. Color Palette
Recommended palette for building colors is presented within Beach by Design
criteria.
See architectural renderings for color selection.
Attachment "c" Flexibility Criteria
Clearwater Beach Brewing Company
499 Mandalay Avenue, Clearwater, FI
STORMWATER NARRATIVE
Existing Conditions
The site currently contains no stormwater treatment ar attenuation �ystems. The
stormwater runofF currentiy runs directly into the City rrght of way afong Mandalay
Avenue and Baymant Street.
Proposed Conditions
City of Clearwater stormwater criteria require treatment of the first 1/2" af runoff over
the new construction area prior tv discharge into the City's system and ultimately ta Gul#
of Mexico. The city allaws for redeve{opment to inta account % the existing impenrious
area for credit towards stormwater requirements.
The proposed storm water treatment system consists of a 352 cubic foo# undergraund
storage system approximately 8'X22' proposed at 2.0 ft. [deepj made of a concrete vault
or underground Chamber system or approved equivalent. The aforementioned storm
water system providing 135 cubic feet of treatment volume prior to discharging thru a
control structure. Details of the treatment system wili be provided under site plan review
once the layout is geotechnical report is finalized.
Geotechnical report along with final storm water calculations will be submitted under
separate cover.
STORMWATER CALCULATIONS
New Project Area: 5,375.00 sf
Treatment Requirement: 1/2" over new praject area site
Valume Required: (� Credit x 5,105 sf existing impervious)
— (5,375,00 sf proposed impervious x %")
=135cf
Volume Provided:
1. �FE Elev = 5.70 ft
2. Vault Inside Area =176 sf
3. Vault Top Elev = 5.00 ft
4. Vault Bottom Elev= 32.00 ft
5. Storage Volume: 352 cf
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PROJ�rT
LOC/�
LEGAL DESCRIPTION
IEGAL DESCRIPTION
LOTS 44 AN� 45, BLOqC B, fIRST ADal10N TO CLEARWATER BEACH PARK, AS PER PLAT
RECORDED �N PLAT BOOK 16, PAGE 80, OF THE PUBLIC RECORDS OF PINEILAS CWNTY,
FLORIDA. TOCE7HER WIiH THE WEST 1/2 OF VACATED ALLEY ABUTTINC ON iF1E EAST
SIDE OF SAID LOTS.
SECT: 8, TWN: 29S, RNG:15E
�^-FLOOD ZONE:
/ THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE
'�AE", BASE FLOOD OF 11.0� ACCORDING TO THE FLDOD INSURANCE
RATE MAP NUMBER 12103C 0102 G, REVISED SEPTEMBER 03, 2003,
FOR PtNELIAS COUNTY, FLORIDA.
\ J
NOTE
CONSTRUCTION SHALI BE IN ACCOR�ANCE WITH THE LAiEST
EOITIONS OF FLORIDA DEPARTMENT OF iRANSPORTATION,
ROADWAY AND TRAFFIC DESIGN STANDARDS AND CITY OF
CLEARWATER CONSiRUC110N STANDARDS,
PREPARED FOR:
MANDALAY BUILDING
PARTNERSHIP
499 MANDALAY AVENUE
CLEARWATER, FL 33767
PROJECT LOCATION:
CLEARWATER BEACH
BREWING COMPANY
499 MANDALAY AVENUE
CLEARWATER, FL 33767
PARCEL ID:
08-29-15-16416-002-0440
PREPARED BY:
�� The
SG���� Sustainability
� G ro u p,LLC
6320 ROWAN ROAD
NEW PORT RICHEY, FL34653
P: (727) 488-1002 F: (727) 645-5105
www.SGroupfl.com
A6ENCY APPLICATIONNEIUt�/ DAiEISSUED/DAiEEXPNE8
cm or a.enRUw�R
SNFNMD
NPDES
FOEP SENER d NN7ER
CRY OF CLEMV(4TERRd�iN
DATE: 12.02.13
"INVE9TIGATE BBFORB YOU IXCAVATE"
a
CONTRACTOR SFIALL CALL
8UNSHIlY6 a 1-600-432-4970
FOR {{(GF�T�OF-tAYi &��ON-SiTS
u�•tW IACAT
Fl. SfAT117E 553D51 (1070) PEOlNRES A
NW. 01 2 DAT9 AND ►M%. CI 9
MK NQfIC! 1'f01@ 1'OU OlGVAiL
INDEX
COVERSHEET Ct
GENERAI NOTES C2
OEMOLiT10N PIAN C3
SITE PIAN C4
GRADING, DRAINAGE 8 UTWTY PLAN CS•CB
GENERAL DETAILS C7-07.1
LANDSCAPE PLANB DETAILS C8•C9
IRRIGATION PLAN & DETAILS 11•12
SITE DATA TABLE NOTEs:
I. OWNER NAME� NANOALAY BUILDING PARTNERSHiP
499 MANDALAYAVEME
CLEAR WATER, R 53767
2. ENGINEER/LANDSCAPEOE9GN: THE SUSTAINABILIiYGROIP,LLC
6520 ROWAN ROAD
NEW PORT RICHEY,fL 34655
PHONE: 727.48E.1002
fAX: 727.6L5.5105
3. ARCMITECT NAME BBiAR � PET�M7ECZ ORCHITECiIRE
103 ROGERSSTR&T
CLEARWATER, R 35756
PHONE: 7T7.460.9490
FAX: 727.478.307C
3.SURVEYORNAME DAVRISSURVEYINGANDMAPPING
5830 NEBRA51(AA4fN1E
NEW PORT RICHEY,R 3G652
PHONE:727.734.5673
FAX: 727.871.2042
4. PROJECT �OHESS 499 MANDALAYAVHVlE
CLEARWATER, FLORID.A 35767
PARCEI ID Y: OB-29-IS• 16416-OD2-0440
s. zoranc: •r - rara�sr
6.FUTURELA�: 'RFH'-RESORTFACIUTIESNICH
7. BEACH BY DESIGNpSTRICT: RETAIURESTAUtANT
!. E%ISTING lAE RETAIL
9.PROPOSEDl6E RESTAIRAN7W/OUfD00R01NING
10. OVERALL PRO.ECTARFA: EXISTING� PROPOS� REatARED
PRO,ECT AREA: 5.37L.98 SP (O,p, S 74 98 Si 0.12 AC 5 000 SF 0.11 AC MIN.
BUILDINGCOVHtAGEAREA: SA49.00SF 3,902.11�
SIDEWA�KIPA�8i5/MISC.: 945.50 Sf 829.l� SF
VEHICIA.AR USE AREA(PYMT.): 531.L8 SF 321.00SF
TOTALIMPHtNWSMEA: S.S�OOS�(I:-I�tj 5,05.985F 0.9415R 5,106.�SF�9515RMA%)
TOTAL OPEN�ACE 0.0 SF O. J 0 .OIAC
PARKING SPACES 0 A 0 A 0 PA
HOGHT: 30� FT. U-STORYI SOTT. jb!,BY 50 FT FROM BFE
��. SETBAtI(& EXI ING: PROPOS� REOUIR�
NQtTH (FRONTY 4.60 FT. (TO BULpNC) 0.65 fT. (TO BULpNG) IS'
0.00 PT. (TO SIOEWAtJQ 0.00 FT. (TO PHtNOlSAREA)
SOUTH (SIO�: 0.00 FT. (TOST R� � 0.00 FT. (TO PERNOUSAREA) �� m
EAST (SIOq: l.30 FT. (TO BULDING) I5.00 FT. (TO BULqNG) 10'
0.00 FT. (TO ASPHAIT) 0.00 FT. (TO EXIST. CONC. PM1T.)
WEST (FRONTL 0.80 FT. (T0 BULqNG) 0.40 FT. (TO BULdNG) IS' ��.
0.00 FT. (T0 90EWA�U�O 0.00 FT. (TO CONC. 50EYIN.1(j '.
i2. BUILDING HEIGHT (fROM BFE•II.OTO�WPPiMIfOFR00FY. °', `� ! g d I
13. PARKING CALCULAT10N9 p
PER BEACH 8Y DESIGN RESTAURANTANDNETAIIqSTRICT F
NOPARNING ISRC�UR� �
PARI(ING REOURED
RESTAIRANT 0 SPACES �
PAR8ING PROVID�OSPACES
14. THIS PROPERTV APPEARS TO LIE WITHIN FLOOD 20NE'AE-If (a•�,ASSIONNON THE
FLOOD INSURANCE RATE MAP, COMMUNITY PANEI F12pSCOp2G,Pl81JS1�BYTHE
FEDERAL EMERGENCYltANAGEMENT AGENCY.ffFECT��E09/OS/OS �
I5. ALl UNPAVED 6 PAVED AREAS DI STURBED WI THI N RIGHT•OF•WAY SHALL BE RESTOR� TO
ORIGINAL OR BETTER COWITION. o
16. ANY WORK N'ITNIN THE R-O-W, WILL REOUFEARIGHT-OF•WAYl6EP6tf71TFOR
lANDSCAPING AND AlL OTHER IMPROVEMBITSASSOCIA'f�NATN'f}�PRO,IEC7, z
17. SOLIO WASTE WILI BE PROVIDED BYARql-OUf qMPST6t. , K
...�
IB. PEDESTRIAN SIDEWALIfS SHALI BE INSTALLIDINACCORh4HCEN1IH THECITYOF � �
CLEARWATER'S REOUIREMENTS AND STANOARDS. ALl PROf'OS�50EV/AlJ(SSIALLNOT ' �� j'�
E%CEED A CROSS SLOPE OF 2%. ��,
19. GUTTERS, DOWNSPOUTS, UTIUTY BO%ES, AND OTiIHtMI5C.9TEflXTIRESMALLBE . ��f �
PAINTED.SCREENED. OR OTHERWISE CONCEALED, OR BL@!l1�INBULDING ARCHI7ECTIHE. � ' '
!1
�
20. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLAC� WITH [IRB, SIOEM/ALK, AND , �
IANDSCAPING TO MATCM IXISTING CONpTIONS IXi BETTQ7. �.
21. EXTERIOR LIGHTING SHALL BE ATTACH�ONTHEEX7BtI0ROF7HE8UlpNG,
22.THEREARENOFREE-STANDINGSIGNSPROPOS�.SIGNSNILLBEATTACHEDTOTNE � �
BUILOING ANO PROVIDED UNDER SEPARATE9GNPHtMITAPRICATION.
23. SEE PARKIN6 REDUCTION STUDY FOR DETAII.�PARIfINGOBIANDINFORMATiON. � ,
24. APPUCANT SHALL COMPIY VA iH TNE CUtRENT TRANSPoRTATION IMPACT Fff . �
ORDINANCE AND FEE SCHEDULE AND PAIO PRIOR TO ISSI4NCE OF BUIqNG PBtMIT OR �
CFATIFlCATE OF OCCUPANCY.
28. AN ABESTOS SURVEY IS USUAILY REOUIRED PRIOR TOCONDUCTING ANYO@10UTION OR
RENOVATIONS. OWNER SHAIL CONTACT PINELLASCOtNTYAiRqNLITY(727/464J.422)FOR
MORE INfORMATiON.
26. APPLICANT SHALI BRINC ALL SUB-STANDARD80EY/ALKSAND90flYALK RAMPS
ADJACENT TO OR A PART OF TNE PROJECT UP TOSTANOVRD,INCUAINGlATESTA.D.A.
STANDARDS FOR RAISED DETECTABLE SURFACES OR 1RUiCAT�DOMESPH7 F➢OT INOEI(
N304, LATEST�ITION.
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GENERAL CONSTRUCTION NOTES
1. SEE SURVEY FOR DATUM ELEYATION.
2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTIN6 UTILITIES, STRUCTI�ES, AIm
OTHER FEATURES ARE SNOWN ACCORDING TO THE BEST INFORMATION AVAIIABLE AT TXE
TIME Of PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIF1' THE LOCATIONS.
ELEYATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER
FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
3. THE CONTR4CTOR SHALL CHECK PLANS FOR CONRICTS AND DiSCREPANCIES PItIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL NOTIF`! THE OWNER'S EN6INEER OF ANY
CONFIICT BEFORE PERFORMING ANY WORK IN THE AFFECTED MEA.
4. THE CONTRACTOR SHALL E%ERCISE EXTREME LAUTION IN AREAS OP BURIED UTILITIES AND
SHALL PROYIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN
ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUTA UTIIITIES IN
ADVANCE OF CONSTRUCTION, BY CALLING RORIDA SUNSHINE STATE ONE CALI CEN7ER
OF FI.ORiDA, INC. AT I-800-432-4]70.
5. THE CONTRACTOR IS RESPONSIBIE FOR REPQIR�NG ANY DAMA6E TO EXISTING FACILIT�ES,
ABOYE OR BELOW 6ROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED
BY THE CONTR4CTOR.
6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR T�
ROPDWAY BASE AND SURFACE CONSTRUCTION.
7. IT iS TME CONTRACTOR'S RESPONSIBILITY TO BECOME FAMIItAR WITH THE P6lMIT 4ND
INSPECTION REUUIREI�MS OF THE VORIOUS GOVERNNENTAL AGENCIES. THE
COMRd�CTOR SHALL OBTA�N ALL NECESSMV PERHITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
8. ALL SPECIfICATIONS AND DOCUMENTS REFERRED TO SFi4Ll BE OF IATEST REVISIONS
AND/OR LATEST EDITION.
9. AlL WORK PERFORMED SHALL COMPLY WITN THE RE6ULATIONS APD ORDINANCES OF THE
VARIOUS GOVERNMEMAL A6ENCIES HAVING JLA2ISDICTION OVER THE WORK.
10. COMRACTOR SHALL SUBMIT FOR APPROVAL TO TME OWNER'S ENGINEER SHOP
ORAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS. FAILURE TO OBTAIN
APPROVAL BEFORE INSTALLATION MAY RESIR_T IN REMOVAL Atm REPLACEMENT AT
CONTR4CTOR'S EXPENSE.
II. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHN.L NOTIPY
THE ENGINEER AND APPROPRIATE A6ENCIES AND SUPPIY THEM W�TH ALL ,OPPROVED
SHOP DRAWINGS, THE CONTRACTOR'S NAME. STARTING DATE, PROJECTED 3CHEDULE.
AND OTHER INFORMATION AS REQUIRED. /1NY WORK PERFORMED PRIOR TO NOTIFYING
THE ENGINEER OR WiTHOUT A6ENCY INSPECTOR PRESEM MAY BE SUBJECT TO REMOVAL
AND RE%.ACEMENT AT THE CONTRACTOR'S E%PENSE.
12. WORK PERFORMFD UNDER THIS CONTR4CT SHALL INTERFACE SMOOTHLY WITH OTHER
WORK BEING PERFORMED ON SiTE BY OTHER CONTRACTORS AND UTILITY COMPANIES. �T
WIIL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS
ACTIVITIES. WHERE NECESSARY WITH OTHER CONTRACTOR AND UTILITY COMPANIES.
13. ALL DISTURBED /+REAS WITHIN PUBLIC RIGHT-OF-WAY ARE TD BE RESTORED TO ORIGINPi
COtAIT10N OR BETTER.
I4. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS
WORK SHALL BE RESTORED TO A CONDITION E�UAL TO OR BETTER THAN E%ISTING
GONDITiONS BEFORE COMMENCING CONSTRUCTION WORK U10.ES5 SPECIfICALIY
EXEhWT� BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION
AND NO EXTRA COPPENSATION IS TO 8E ALLOWm.
I5. ALL D�STURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED 4ND MULCHED
TO FDOT STANDARDS AN� MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS
ACCEPTABLE TO THE REGULATORY AGENCY AND ENCINEER OF RECORD HAVE BEEN
OBTAINED. ANY WASMOUTS, REGRADING, RESEEDING, A1�L1 GR4SSING WORK, AND OTHER
EROSION WOPoC RE�UIRED, WILL 8E PERFORMED BY THE CONTR4CTOR/SUBCONTRACTOR
UNTIL THE SVSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY 46ENCV A�
ENGINEER OF RECORD.
16. CMAPTER 77-153 OF THE FLORIDA STATUTES REOUIRES THAT AN EXCAVATOR NOTIFY ALL
GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MPPS SHOW
OI�Y THE APPROXIMATE LOCATION OF GAS MOJNS AND DO NOT SHOW SERVICE LINES. THE
ONLY SPFE AND PF20PER WAY TO LOCATE EITHER MAINS OR SERVICE IINES IS BY AN ON-
SITE INSPECTION BY 7HE RESPECTIVE 6AS PERSONNEL. THEREFORE, EXCAY4TOR5 ARE
INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANV TWO WORKING OAYS
BEiORE EM921NG A CONSTRUCTION MEA.
17. RECORD DR4WINGS. THE CONTRACTOR SMAIL BE RESPONSIBLE FOR RECORDING
INFORMATION ON A SET OF THE APPROVED PIANS CONCURRENTLY WITH CONSTRUCTION
PROGRESS. WITHIN TWO (2) WEEKS FOLLOWING FINAL INSPECTION THE GONTRACTOR
SHALL SUBMIT ONE (I) SEf OF RECORD DR4WINGS TO TNE ENGINEER. THE
FINAL RECORD DR4WINGS SHALL COf�LY WtTH THE FOLIOWING RE�UIREMENTS:
I. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACNAL CONSTRUCTION.
2. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL WATER APD WASTEWATER
PIPING AND RELATED APPURTENANCE& BOTH ABOVE AND BELOW GRWDA. ALL
CHANGES TO %%NG LOCATION INCLWIN6 lIORIZONTPL 8 VERTICAL LOCATIONS OF
UTILITIES 6 APPURTENANCES SHALL BE CLEARLY SNOWN AND REFERENCED TO
PH2MANENT SURfACE IMPROVEMENTS. DR4WINGS SHALL ALSO SHOW ACNAL
INSTPLLED PIPE MATERIAI., CLASS, ETC.
3. DRAWINGS SHALL 0.EARLY SHOW ALL FIELD CHANGES Of DIMENSION AND DETAIL
INCIUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER.
L. DR4WIN65 SHAI.I CLEARLY SHOW 4LL DETAllS N0T ON ORIGINAL CONTRACT
OR4WINGS BUT CONSTRUCTED IN THE FIELD. ALL E(N1IPMENT AND PIPING
R�OCATION SHALL BE CLEAPo.Y SHOWN.
5. LOCATIONS OF ALL MANHOLES, HYDRANTS, VPLVES. 8 VALVE BOXES SHALL BE
SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO (2) APD
PREFERABIY TlNtEE (3) PERMANENT POINIS.
PAVING & GRADING TESTING AND INSPECTION RE�UIREMENTS
1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTIN6 WITH THE
SOILS ENGINEER.
2. SOILS ENG�NEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COt�ACTION
TESTS AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO TME ENCINEER
Of RECORD IN WRITING TH4T ALL TESTING RE4UIREMEMS REWIIRED BY THE LOCAL
REGULATORY AGENCY M!D THE FI.ORIDA DEPPRTMENT OF TRANSPORTATION (FDOT) FOR
THE IMPROVEMENTS AS REUUIRED BY THE CONSTRUCTION DRAWIN6S H44E BEEN SATISFIED.
3. CONTRACTOR TO REYIEW SOII REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT
AND COMMENCING CONSTRUCT�ON.
CLEARING AND SITE PREPARATION NOTES
1. PRIOR TO ANY SITE CIEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRlICT10N
PlANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S
TREE ORD�NANCE. IT IS THE COMR4CTOR'S RESPONSIBILITY TO MAIMMN THESE iREES
IN GOOD COPDITION. NO TREES SHOWN TO REMAIN SHAIL BE REMOYED WITHOUT WRITTEN
APPROVPL FROM TME OWNER. ONLY '6RADING BY HAND• IS PERMITTED WITHIN THE CANOPY
LINE OF TREES TNAT ARE TO REMAIN.
T. THE COMR4CTOR IS TO PREPARE THE SITE PF210R TO BEGINNING ACNAL CONSTRUCTION
IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE
AVAILABLE TMROUGH THE OWNER OR THE SOILS TESTING CO�ANY. OUESTIONS
RE6ARDING SITE PREPAR4TION RE�UIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO
BE DIRECT� TO THE SOtLS TESTING COMPANY.
3. CONTRACTOR SMAII CLEM AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSMY
FOR CONSTRUCTION. DISNRBED AREAS WILL BE SEEDED, MILCHED, OR PLANTED WITH
OTtIER APPROVm LANOSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION.
4. All CONSTRUCTION DEBRIS AND OTMER WA5TE MATERIAL SHALL 8E OISPOSED OF OFF-
SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS.
5. CONTRACTOR TO 08T41N ALI. NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING
ANY EXISTING STRUCTURES.
6. R IS THE CONTR4CTOR'S RESPONSIBILITY TO NOTIFY ALL UTIIITY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PftIOR TO REMOYING OR DEMOLISHING ANY
EXISTING STRUCNRES fROM TF1E SITE.
7. THE LOCATIQN OF ALL ExISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED
FROM THE BEST INFORMATION AVAILABLE AND ORE GIVEN fOR THE CONVENIENGE OF THE
CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBII�TY FOR
ACCURACY PRIOR TO THE START OF ANY CONSTRUC710N ACTIVITY. IT SNALL BE THE
CONTRACTOR'S/SUBCONiRACTOR'S RESPONSI8ILITY TO NOTIFY THE VMIOUS UTILITIES
ANO TO MAKE THE t�CESSARY ARRANGEMENTS fOR ANY RELOCATIONS OF THESE
EXERCISE C4UTION UTILITIES. TNE CONTRACTOR/SUBCOHTRACTOR SHALL
WHEN CROSSING ANY UNDERGROUND UTILITY. WHETHER SHOWN ON
THE PLANS OR LOCATED BY THE UTILITY COhWANY. ALl UfILIT1ES WNICH INTH2FACE
WITH THE iROPOSED CONSTRUCTION SM{1LL BE RELOCATm BY THE
AND THE CONTRACT�R/SUBCONTRACTOR AND SHALI COOPERATE WITH THE
UTIIITY COK'ANIES IXIRING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE
CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE VARIWS UTilIT1ES SHALL BE
INGDENTAL TO THE WMRACT AN� NO EXTRA COI�ENSATION WILL BE ALLOWED.
PAYING AND GRADING NOTES
L THE WNTRACTOR SHAIL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST
COLLAPSE 4ND WiLL PROVIDE BRACING SHEETING OR SHORiNG AS NECESSARY.
TRENCHES SH4LL BE KEPT DRV WHILE PIPE AND APPURTENANCES ARE BEING PLACED.
DEWATERING SHALL BE USED AS REOUIRED.
2. CONTR4CTOR IS RESPONSIBLE FOR OBTAINING TME NECESSARY DEWATERING PERMITS FROM
iHE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGUL4TORY AGENCY.
3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE
CR4DE UNLESS OTHERWISE NOTED ON DRAWINGS.
4. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT EIEVATIONS TO PRESERYE THE ROOT
SYSTEMS OF TREES SHOWN TO BE SAVm. CONTRACTOR TO COORD�NATE WITH OWNER'S
ENGINEER PRIOR TO ANV ELEVATION CHANGES.
5. CONTRACTOR TO PROVIDE A I!2' BITUMINWS EXPANSION JOINT M4TER�AL WITM SEALER
AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
6. ALL PAVEMENT MARKINGS SHALI CONFORM TO FDOT STd�NDARD It�EX NO. 17346,
SHEETS I-7.
7. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE
NEW PAVEMEM MEETS EXIST�NG PAVEMENT.
B. CONTRACTOR IS TO PROVIDE EROSION CONTROUSEDIMENTATION BARRIER (HAY BN.ES
OR SILT4TION CURTAIN) TO PREVFNT SILTATION OF ADJACENT PROPERTY, STREETS,
SUITd�BIE MATERIAI ON GROUND IN AREAS WHERE CONSTRUCTION R9ATED TRAFfiG IS
TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL
AUTHORITIES, EXCESStVE UUANTITIES OF EARTN 4RE TRANSPORTEO OfFSITE EITHER
BY NATlNi01 DRAINAGE OR BY 4EHICULOR TRAFFIC, THE CONTRACTOR IS TO REMOVE
SAIO EARTH TO THE SATISFACTION OF THE ENGINEER Al0/OR AUTHORITIES.
9. IF WIND EROSION BECOMES SIGNIGICANT DURING CONSTRUCTION, THE CON?RACTOR
SHALL STABILIZE THE AFFECIED AREA USING SPRIFtl(LING, IRRIGATION, OR OTHER
ACCEPTABLE METHODS.
10. THERE IS TO BE NO DISCHARGE p.E. PUMPING, SHEET iLOW, SWALE, DITCH, ETCJ
INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING POImS. IF THE
CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTINCr DITCHES OR CANALS A
SETTLING POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTE� TO AND
APPROYED BY THE ENGINEER OF RECORD A!� LOCAL REGUI.ATORY AGENCY PRIOR TO
CONSTRUCTION.
WATER SYSTEM NOTES
I_ A VERTICAL CIEARANCE OF 12 INCHES SHALL BE MAIMAINED BETWEEN SANITARY SEWERS
AND Wl+TER WIINS. ff CLEARANCE CANNOT BE ACHIEVED BY AOJUSTIN6 WATER MAINS
THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON CLASS 54 A MINIMUM
OF 6 FEET ON BOTH SIDES OF TFIE CONFLICT POINT. AS AN ALTEfUTATIVE THE
SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR THE
REWIRED 6 FEET ON EACH SIDE OF THE CONFLICT POINT.
2. A HORIZONTAL SEPARATION OF 6 FEET SHALI BE MAINTAINED BETWEEN WATHt MAINS
AND SANITARY SEWER.
3. OLL WATER MAIN3 SHALI HAVE A MINIMUM OF 30 INCHES AND A tMXIMUM OF
42' BELOW FINISHED GRADE.
4. ALL WATER SYSTEM WORK SHALL COt�ffORM WITH LOCAL REGULATORY STANDARDS At�
SPEC�fICAT10NS.
5. CONFL�CTS BETWEEN W4TER AND STORM OR $AN�TARY SEWER TO BE RESOLVED BV
ODJUSTINC THE WATER LINES AS NECESSORY.
6. CONTRACTOR TO INSTALL TEFPORARY BIOW-0FFS AT THE END OF WATER SERVICE
IATERALS TO ASSURE ADEWATE FLUSNING AND DISINFECTiON.
7. RESTRA�N�NG JOINTS SHAIL BE PROVIDED AT ALL FITTiNGS AND HVDR4NTS AS SHOWN ON
DETAiLS.
8. MATERIALS AND CONSTRUC?ION METMODS FOR WATER DISTRIBUTION SYSTEM SHALL BE
IN ACCORDANCE WITM THE LOCAL RECULATORY AGENCY CODES PIANS, MD
SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF AND SUPPI.EMEMAL
SPEGFICATIONS THERETO. APPROVAI AND CONSTRUCTION OF ALL POTABLE WATER
SERYICE MAIN EXTENSIONS AND CONNECTfONS MUST BE COOPDINATW THROUGH THE
LOCAL REGULATORY AGENCY DEPARTMENT OF RJBIiC UTILITIES.
9. ALL UNDER6ROUND PVC SHALL BE DRI4 (C-900).
SANITARY SEWER NOTES
I. A NORIZONTAL SEPORATION OF 6 FEET SHCLL BE MAINTAINEO BETWEEN WATER MAINS AND
SANI7ARY SEWER.
2. ALL SAN�TARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPEGIFICATIONS.
3. SANITARY SEWER MAINS AFD L4TERALS SHALL MAVE A MINIMUM COYER OF TliREE (S) FEET
AND SHALI BE INSTALLW ACCOMPANIED BY A METAL TAPE SIMILAR TO TERRATAPE'
COLORED GREEN AND LAID ONE F00T ABOVE THE PIPE.
SANITARY SEWER TESTING AND INSPECTION REQUIREMENT NOTES
I. ALL GRAYITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S
ENGINEER. CONTR4CTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHC-0UlE
INSPECTION.
DRAINAGE SYSTEM CONSTRUCTION NOTES
I. STANDARD INDFJfES REFER TO THE LATEST EDITION OF FDOT'ROADWAV AND TRAFfIC
DESIGN STANDAROS'.
2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-06) WITH
RUBBER GASKET JOINTS UNLESS 01HERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTtA2ES
SHN.I BE IN ACCORDANCE WITH FDOT ROADWAV AND TRAFFIC DESIGN STANDARDS UNLESS
OTYiERWiSE NOTED ON PLANS.
3. PIPE LEN6THS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES
WITM THE EXCEPTION OF MITERED END AND FLARED EPA SECTIO� WHICH ARE
INLLUDED IN LENGTHS.
4. ALL DRAINAGE STRUCNRE GR4TES AND COVERS WI7HIN TRAFFIC AREAS SHALL 8E
TRAFF�C RATED FOR H-20 LOADINGS.
5. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM
THE LOCAL WATER MANA6EMENT DISTRICT OR �THER REGULATORY AGENCY.
6. PROTECTION OF Ex�STING STORM SEWERS SYSTEMS:
WRING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY Of THE PROJECT
SHALL BE PROTECTED BY SEDIMEM TRAPS SUCH 0.S SKURED HAY BALES, SOD, STONE.
ETC., WHICH SNAIL BE MAINTAMED AND MODIFIED AS REQUIRED BY CONSTRUCTION
PROGRESS.
7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUC?ION SHALL BE IN ACCORDANCF WITH THE IOCAI RE6ULATORY AGENCY AND
THE RORIDA DEPARTMENT OF TRANSPORTATION STAt�PRD �ECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION, 2007, OR LATEST REVISION TNEREOf AND SUPPLEMENTAL
SPECIFICATIONS THERETO.
8. CLASS •8' TYPE I BEODING SHALL BE USED UNLESS ItJDICATEO OTHERWISE ON THE
DRAWINGS, OR BY THE ENGINEER.
9. ALL ROUND REINFORCm CONCRETE PIPE JOINTS UNDER PAVEMEM, DRIVEWAVS,
AND SIDEWALKS WITHIN RIBLIC RIGHT-0E-WAV, AM ANY OUTFALL SYSTEM SHALL
BE WRAPPED WITH MIRAFI 14 ON F�ITER FABRIC OR EWAL FABRIC TO BE A MiN.
OF 30' IN WIDTH AND CENTERED ON PIPE.
10. ALL NDPE STORM DRAINAGE PIPES SIiALL H4VE SMOOTH INTERIOR WALL.
TESTING AND INSPECTION REQUIREMENTS
1. THE STORM DRAINAGE PIPINfi SYSTEM SHALI BE SUBJECT TO A VISUAL INSPECTION
BY TME 01MNER'S ENGINEER PF210R TO THE PLACEMEM OF BACNFILL. CONTRACTOR
TO NOTIfY THE ENGINEER 48 NOURS IN ADYANCE TO SCHEDIAE INSPECTION.
2. THE CONTRAC70R SMPLL MAINTAIN THE ST�RM DRNN.a.GE SYSTEMS UNTIL FINAL
ACCEPTMICE OF THE PROJECT. THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S
ENGINEER PRIOR TO APPF20VAL fOR CERTIFICATE OF OCCUPANCY PURPOSES.
SAFETY NOTES
I. DURING THE CONSTRUCTION AND/OR MNNTENANCE OF THIS PROJECT, ALL SAfETY
REGUlATIONS NiE TO BE ENFORCED. THE CONTR4CTOR OR HIS REPRESENTATiVE SHALL
BE RESPONSIBLE FOR THE CONTROL A1�1 SAFETY Of THE TR4YEUNG PUBLIC AN� THE
SAFETY OF HIS PERSONNEL. LABOR SAFETY RE6ULATIONS SHALL CONFORM TO THE
PROYISIONS SET FOR7H BY OSHA IN THE FEDERAL RE6ISTER OF THE DEPAR7MEM OF
TRANSPORTATION.
2. THE MINIMUM STANDAR�S AS SET FORTN IN THE CURRENT EDITION OF THE STATE OF
RORID0. MANUAL ON TRAFFIC CONTROL AI� SAFE PRACTICES FOR STREET AND H16HWAY
CONSTRUCTfON, MAINTENANCE ANO UTILITY OPERATIOt� �L BE FOLLOWED IN THE
DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALl TRAFFIC
CONTROL DEViCES, WARNING DEVICES, AND BAWtIERS NECESSARY TO PROTECT THE
PUBLIC AIA WORKMEN FROM H4ZARDS WITHIN THE PROJECT LIMITS.
3. ALL TRAFfiC CONTROL MqItKINGS AND DEYICES SHALL CONFORM TO THE PROVISIONS SET
FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPpRED BY THE U.S.
DEPARTMENT OF TRANSPOR7ATION FEDERAL HIGMWAY ADMINISTRATION.
4. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COPPLY AND Et�ORCE
PLL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED
FOR THE COMRACTOR'S INFORMpT10N ONLY AND DOES NOT IIRY THAT TNE OWNER OR
ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIOtS.
ENVIRONMENTAL NOTES:
I. NO LIGHT WITHIN 300 FEET SHAI.L BE VISIBLE OR EXTENO IN AREAS IDENTIFIED AS SEA TURTLE NESTING
AREqS DURING THE NESTINC SEASON OF MAY IST TO OCTOBER 315T. THOSE AREAS WHERE SECU2ITY
pND PUBUC SAfET�' REUUIRES LIGHTING, ALTERNATIVE LIGNT MANAGEMENT APPROACHES SHN.L BE
APPUE�. PROVIDE EVIDENCE OF PFtOPOSED SEA TUFiTLE-FRIENDLY LIGHTING IN ACCORDANCE WITH tlTY
CODE AND STATE LAMS PRIOR TO ISSUANCE OF BUILDING PERMIT.
GENERAL DEMOLITION NOTES:
I. CONTR.4CTOR SHALL BE RESPONSIBIE FOR pLL
ENVIRONMENTAL TESTING REQUIRED PFtIOR TO OEMOI.ITION.
2. CONTRACTOR SHALL REMOVE ALL EXtSTING UNDERGRWND
UTIIITIES PRIOR TO STARTING SITE WORK.
4. INSTPLL SILT FENCE PER MANUFACTURE'S SPECIFICATIONS.
AND SHALL HAVE A BAGKFILLED TRENCHED.
5. CONTRACTOR TO INSTALL TREE BPRRICADES PRIOR TO
ISSUANCE OF BUILDINC PERMIT.
6. THE QTY OF CLEARWATER, AT APPLICANT'S EXPENSE,
WILL REMOYE/RELOCATE ANY/ALL WATER METERS,
INCLUDING RECLAIMED WATFR METERS.
7. ALL PROPOSED SERVICE LINES FOR ON-SITE ELECTRICPL
AND COMMUNICATION IINES SHALL BE PIACED UNDERCROUM.
PAVING. GRADING 9 DRAINAGE NOTES:
I. SEE SITE PLAN SHEET FOR SITE DATA.
2. SEE BOUNDAR! 8 TOP06RAPHIC SURVEY FOR TEMPORARY BENCHMARK (TBM) IOCATIONS.
3. PEDESTRIAN SIOEWALKS SNALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF
CLEARWATER'S REOUIREMENTS AND STANDARDS. ALl PROPoSED SIDEWALKS SHALL NOT
EXCEED A CROSS SLOPE OF 2% & 6.0% MAX. LONG�TtAINAL SLOPE.
4. THE CONTRACTOR SHALL MEET ALL APPLICABIE REQVIREMENTS WTLINED IN THE IATEST
EDITION OF THE hCCESSIBILITY REWIREMENTS MANUAL PREPARW BY THE FLORIDA BOARD
OF BUILDING CODES AND ST�DARDS.
5. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB, SIDEWALK, A!m
LANDSCAPING TO MATCN EXISTING CONDIT�ONS OR BETTER.
6. ALL DISTURBED AREAS WITHIN R-0-W SHALL BE SODDED AFD/OR LANDSCAPED.
7. A RIGHTAF-WAY PERMIT SHALL BE OBTAINED Fl20M THE CITY PRIOR TO MAKIN6 STORM AND
$ANITARY SEWER CONNEGTION IN BAYMONT OR MtWDALAY AYENUE. APPLICANT SHALI MILL
AND RESURFACE ROADWAY A MINIMUM DISTANCE OF 25-fEET EITHER SIDE OF THE
PAVEMENT CUT, FUL� WIDTH OF CORONADO DRIVE ROMWAY.
U I I Y NOT :
I. 0 TOR TO VERIFY THE LOCATION OF ALl EXISTING UNDERGROUlD UTILITIES
PRIOR TO CONSiRUCT10N. UTILITIES HAVE BEEN OBTAINED fROM THE CITY OF
CLEARWATER UTILITY A7lAS.
2. P0T4BLE WA1ER 8 FIRE SERVICE SHALL BE PROVI�ED BY: CITY OF CLEARWATER.
3. SANITARY SERVICE SHALL 8E PROVIOED BY: CITY OF CLEARWATER.
4. CONTRACTOR TO COORDINATE INSTALLATION OP ELECiRICAI POWER SHtVICE WITH
PROGRESS ENERGY 9 REIOCATION OF POWER PIX.ES FROM RGITH-0E-WAV PRIOR 70
CONSTRUCTION.
5. SEE SITE BOUND4RY AND TOPOGRAPHIC SURVEY FOR LOCA110N OF OTHER EXISTING
UTIlIT1ES.
6. SEE GENER.4� NOTES SHEET FOR A�pITIONAL UTILiTY NOTES.
7. INFORMATION DWICTEO REGARDING EXISTING UTILITIES IS APPROXIMATE AND IS
NOT FIELD VERIFIED. PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR
Will FlELD LOCATE 6 VERIFY EXISTING UTIUTIES E.c. TYPE OF UTILITY, INVERT,
CONDUIT MATERIAL ETC. At0 CONTRACTOR SHALL NOTIFY ENGINEER OF ANY
DISCREPANCIES AtD/OR CONFLICTS.
8. UNDERGROUND WATERMAINS SHpLL BE INSTALLED, AND COlYLETED AIHI IN SER1/ICE
PRIOR TO LONSTRUCTION 45 PER NFPA 241.
9. CONTR4CTOR SHALL INSTALL FIRE SERVICE LINE FROM TAPPING SLEEVE & VALVE
TO TF� LOCAT�ON OF BACKFLOW PREVENTER AIA FROM DEVICE TO &,DG.
10. WHERE UtDERGROUhD WATER MAINS AW HYDRAHTS ARE TO BE �N5TALLED, THEY
SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION AS
PER NFPA 241 FIRE DEPARTMENT CONNECTIONS SHALL BE IDENTIFIED 8Y A SYGN
THAT STATES 'NO PARKINC, FIRE OEPARTMENT CONNECTION' AND SHALL BE
DESIGNEO IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTAT�ON
STAt�AROS FOR INFORHATION SIGNAGE ArD BE MAINTAINED WITH A CLEARANCE OF
7 I/2 fEET IN FRONT OF AND TO SIDE OF APPLIANCE. AS PER RORIDA FIRE
PREVEMION COUE, 2001 EDITION. MODIFICATION TO SECT�ON 3-5.6 OF NFPA FIRE
HYDRAMS SHALL HAVE CLEARANCES OF 7 I/2' ON Tlff FRONT AFO SIDES. ALSO,
WITH A 4 FT. CIEARAHCE TO THE REAR OF THE HYDR4NT PER NfPA I, SEC. 5-5.6
I5. CONTRACTOR SHALL COORDINATE RELOCATION OF POWER 6 LIGHT POLES WITH
WITH THE LOCAL UTILITV COMPANY. ALSO THERE SHALL BE A 2' HORIZONTCL
CIEARANCE Fl20M THE EDGE OF SIDEWALK TO ANY VERTICAL STRUCTURES.
il. IF THE PROPOSED PROJECT NECESSITATES INFRASTRUCTURE MODIFICATIONS TO SATISFY
SITE-SPECIFIC WATER CAPACITY A!� PRESSURE REOUIREMENTS AND/OR WASTEWAT92
CAPACITY REWIREMENTS, TNE MODIFICATIONS SHALL BE COMPLETEO BY THE APPI.ICANT
AND AT TMEIR EXPENSE. IF WIDERGROUND WATER MAINS AND HYDRAN75 ARE TO BE
INSTALLED, THE �NSTALLATION SNALL BE COf�L.ETED AND IN SERVICE PRIOR TO
CONSTRUCTION IN ACCORDANCE WITH FIRE DEPARTMENT REWIREMENTS.
12. THE DEPTH OF COVER OVER WATER MAINS SHALL BE A MINIMIIM OF 30 INCHES AND 4
MAXIMUM OF 42 INCl�S BELOW FINISHED GRADE E%CEPT WHERE APPROVED BY THE CITY
ENGINEER TO AYOID CONFLICTS AND OBSTRUCTIONS.
IS. THE CITY OF CLEARWATER AT THE APPLICM7T'S EXPENSE, WILL REMOVE/REIOCATE
ANYlALL WATER METERS THAT HAYE TO BE RELOCATED 4S PART OF THIS DEVELOPMENT,
INCLUDIN6 RECIAIMED WATER METg25.
14. THE CITY OF LLEARWATER WILL PROVIDE WATER TAP, SET THE WATER METER, Alm SET
THE B.F.P.D. THE APPLICANT IS RESPONSIBLE FOR THE WATER MAIN EXiENS10N FROM
THE TAP TO THE DEVICE. THE APP�ICANT IS AL50 RESPONSIBLE FOR ALL ASSOCIATED
FEES AND ALL OTHER INSTALLATION FEES.
I5. DUCTILE IRON PIPE SHALL BE INSTALLED BETWEEN ANY TAP AND WATER METER. DUGTILE
IRON PIPE SHALL BE INSTALLED BETWEEN ANY TAP AND BACKROW PREVENTOR DEVICE.
AT LEAST ONE JOINT OF DUCTILE IRON PIPE SHAII BE INSTALLED ON THE SERVICE SIDE
OF ANY BACKROW PREVENTOR DEVICE.
16. TFRUST BIOCKS SHALL NOT BE USED ON ANY PORTION OF CITY WATER MAIN; ONLY
MECHANICAL RESTRAINTS PER CITY OF CLEARWATER INDEX M403.
I7. 6' SANITARY LATERALS SHALL IWVE A MINIMUM SI.OPE OF I.00%.
I8. TYPIC4L NOTE STA��IPES AW FDC CONNEGTION SHPLL HAVE A IOCKING DEVICE
IFSTALLED PER NFPA.
19. SEE MECHANICAL AND FIRE PROTECTION ENGINEERING DOCUMENTS fOR ROUTING &
DETAIIS FOR RWTING OF MAIN FROM FIRE PUMP BIOG TO EACH CONSTRUCTED PHASED
BUILDING.
LAND PLANNINO,
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SHEET NO.
L'2 of C9 �
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YAVENUE
iRY 60'+)
GENERAL NOTES:
I. SEE SHEET C2 FOR GENERAL CONSTRUCTION AND
DEMOLITION PLAN NOTES.
CONTRACTOR TO CONTACT PINELLAS COUNTY AIR QUALITY
DEPARTMENT (727-464-4422) PRIOR TO START OF DEMOLITION
TO OBTAIN ABESTOS SURVEY REQUIREMENTS.
3. ALL UTILITIES SHALL BE CUT 8� CAPPED PRIOR TO
DEMOLITION. CONTRACTOR SHALL NOTIFY CITY OF
CLEARWATER'S WASTEWATER DEPARTMENT SUPERVISOR,
PRIOR TO START OF CONSTRUCTION.
4. CONTRACTOR TO PROTECT ALL EXiSTING UTILITIES DURING
DEMOLITION AND CONSTRUCTION.
5. CONTRACTOR SHALL ENSURE THAT ALL SERVICES ARE NOT
INTERRUPTED TO OTHER PROPERTIES DURING CONSTRUCTlON.
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-�.=ti�� i -� CONTRACTOR TO INSTALL TEMPORARY TRENCHED
`� �� `,� ,� ' FILTER FABRIC BARRfER PER CITY OF CLEARWATER
y"�r � �on��xe-. INDEX #607 (TYP.)
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��f ��� <, .r y�� >` y -- -,�_� �_�' Y•y f�,<�� j' _ J -- t CONTRACTOR TO SAW CUT AND REMOVE
`���� %` - EXISTING PAVEMENT AND CURBING IN ORDER TO
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CAUTION NOTE:
I. CONTRACTOR TO USE CAUTION OVERHEAD TRANDMISSION
AND UNDERGROUND GAS MAIN WITHIN THE RIGHT-OF-WAY
OF MANDALAY AVENUE AND BAYMONT STREET.
x
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EXISTING STAIRS
TO BE REMOVED
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BAYMONTSTREET(F) CONTRACTOR TOINSTALL TEMPORARY
WEST BAYMONT STREET (P) �
(6B�R/w) � STRAWBALE BARR►ER PER CITY OF
CLEARWATER INDEX #611
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MULTT STORYBU/LDING
#483 (2�STORY- IO'+/-)
CONTRACTOR TO COORDINATE
tc REMOVAL OF EXISTING BACKFLOW
au DEVICE AND METERS W! CITY OF
CLEARWATER'S PUBIC WORK DEPARTMENT
(TYP. )
LEGEND s�°�B
— — PROPERTY LINE
EXISTING INFRASTRUCTURE TO BE
REMOVED
/ \` EXISTING TREE W/ DRIP LINE
' 1 TO BE REMAIN
\ /
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EXISTING TOPOGRAPHIC
SPOT ELEVATION
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CONTRACTOR TO SAW CUT & REMOVE
EXISTING ASPHALT CONCRETE
ONB STORY BU/LD1NG
qIl (IS+)
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GENERAL DEMOLITION NOTES:
I. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
ENVIRONMENTAI TESTING REDUIRED PRIOR TO DEMOLITION.
2. CONTRACTOR SHAII REMOVE A�L EXISTING UNDERGROUND
UTI�ITIES PRIOR TO STARTING SITE WORK.
4. INSTALL SILT FENCE PER MANUFACTURER'S SPECtFICATIONS.
AND SHALL HAVE A BACKFILLED TRENCHED.
5. CONTRACTOR TO INSTALL TREE BARRICADES PRIOR TO
ISSUANCE OF BUILDING PERMIT.
GENERAL NOTE: 6. THE CI'�Y Of CLEARWATER, AT APPLICANT'S EXPENSE,
I. SEE SHEET C2 FOR GENERAL CONSTRUCTION WILL REMOVE/RELOGATE ANY/ALL WATER METERS,
INCLUDING RECLAIMED WATER METERS.
Et DEMOLITION NOTES. 7. ALL PROPOSED SERVICE LINES FOR ON-SITE ELECTRICAL
AND COMMUNICATION LINES SHALL BE PLACED UNDERGROUND.
1 IYIL ENGINEERING, PERMITTIN \
IANO PLANNING, LANDSCAPE
t SUSTAINABLE DESIGN
.
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ORIGI W1L D�TE: 11.71 13
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OE9K3NEOBY: Ry
SMEET NO.
C3 of c9 /
GENERAL NOTE:
I. SEE COVER SHEET FOR SITE DATA TABLE & NOTES.
2. SIGN PACKAGE TO BE SUBMITTED UNDER SEPARATE
COVER.
3. APPLICANT SHALL BRING ALL SUB-STANDARD SIDEWALKS
AND SIDEWALK RAMPS ADJACENT TO OR A PART OF THE
PROJECT UP TO STANDARD, INCLUDING LATEST A.D.A.
STANDARDS FOR RAISED DETECTABLE SURFACES OR
TRUNCATED DOMES PER FDOT INDEX #304, LATEST EDITION.
MULTT STORY
SBO MANDAL,1 Y AVEN1
(MULTI-STORY 60'+)
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�� �> `� (TYP.) ,g'; �<; '.�>
'� PERIMETER BLDG. ' �Y
�,��, LANDSCAPEO AREA (87 SF ONSITE) �
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.
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EXISTING FIRE HYDRANT ASSEMBIY
CONTRACTOR TO MATCH EXISTING
TYPE 'I' GUTTER (TYP.) MULTISTORYBUILDING
S91 MANDALAYAVE'NUE
REMOVABLE TRITON (6 BIKE) POWDER COATED RACK �Ut�-STORY4o+J
CONTRACTOR TO INSTALL ASPAHLTIC
SUPER PAVE CONCRETE (SP9.5-76 SY) PER
CITY OF CLEARWATER CONSTRUCTION
� � SPECIFICATIONS AND DESIGN INDEX �102
LEGEND
— — PROPERTY IINE / �
r�
EXISTING TOPOGRAPHIC
SPOT ELEYATION
PROPOSED PERVIOUS AREA 0' ,a 20' �
SCALE: 1 "= 20'
GRAPHIC SCALE
s+c er�a�rwc � s
(SEE PAVEMENT SECTION ON SHEET C7.0) CONTRACTOR TO INSTALL 4-INCH THICK WHiTE THERMOPLASTIC PAINT.
y�' STALLS SHALL COMPLY W/ CITY OF CLEARWATER INDEX #120 (TYP.)
/ 4 : ; \_. ..
� M.:
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BAY,ifONT STREfsT
WESTBAYMONTSTRE
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-- ----- ABOVE (TYP.) , � --- - --- --------
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'P_ 0.4' � v - F- o
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iM; ,t' F�; ,),14� � OVERHAN6/PLANTER BOX ABOVE (TYP.) so�
i__, �i'' � EXISTING PALM W/ TREE
i _� � GRATE (TYP.)
'Ct
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. . � 4.'�_...
'T L� � , `� I I
-/^-'' ` i CONTRACTOR TO INSTALL CONCRETE SIDEWALK
f�� PER CfTY QF CLEARWATER INDEX #109 (TYP.) �
,, .
_ �
��, � I
CANVAS AWNING (TYP.) � I
t I
► I
EXiSTIN6 PALM W/ TREE
GRATE (TYP.) ��r 1.5' (TYP.
j; �' 7.l7'
` PERIMETER BLDG. +--- � � °
LANDSCAPED AREA(60SF) _ r o
_ _._____ � �
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PROPOSED 2-STORY STRUCTURE
BLDG COVERAGE AREA: 3,902.11 SF
(INTERIOR GFA: 3,256.20 SF)
FFE = 5.70'
, sm4, � .'I� � � . � __ !; cou�r
m
MULTI STORYBUILDING
W83 (Z�TORY- 40'+/-)
LOT I3
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LO7tI
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(I)STEP
10'
niw.
in ,
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, �5 ,
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CLEAN COQUINA SHELL
(28 SF)
. __ �
CONTRACTOR TO INSTALL STRAIGHT CURB
PER CITY OF CLEARWATER INDEX #101 (TYP.)
CONTRACTOR TO INSTALL VALLEY GUTTER (CONCRETE SWALE)
�PER CITY OF CLEARWATER INDEX #10( � 107 (TYP.)
e���� � �
� �s�_ /,
, . . ^`
CQNTRACTOR TO COORDINATE WITH CITY TO REINSTALL
PARKING METER(S) 8 POST PER CITY OF CLEARWATER
INDEX #114 (TYP.)
LANDSCAPED TERMINAL �SLAND (53 SF)
CONTRACTOR TO INSTALL TYPE 'I' CURB PER CITY OF CLEARWATER
INOEX #101 (TYP.)
CONTRACTOR TO INSTALL TYPE 'V' INIET TOP W/
CONCRETE SWALE PER FDOT INDEX #t221 8
CITY OF CLEARWATER INDEX #107 (TYP.)
CONTRACTOR TO INSTALL PUBLIC SIDEWALK AND HANDICAP RAMP
�-W/ TRUNCATED DOMES PER CITY OF CLEARWATER INDEX �k109 (TYP.)
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\_ PERIMETER BLDG.
LANDSCAPED AREA (29SF)
\� PERIMETER BLDG.
� LANDSCAPED AREA(32SF)
- corr
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CONTRACTOR 70 INSTALI 6-INCH THICK CONCRETE PAVEMENT W/
3,000 PS{ CONCRETE & FIBER MESH REINFORCING W/ 6x6/IOx10 WELDED
WIRE MESH. (SEE SHEET C7 FOR PAVEMENT DETAIL}(TYP. FOR ALL
LOCATIONS AT BACK OF BUILDING)
TYPICAL ROLL DOWN DOOR (SEE ARCHITECTURAL PLANS
FOR DESIGN AND DETAILS).
PERIMETER BLDG.
r LANDSCAPED AREA (26SF)
�_EXISTING OUMPSTER LOCATION
(SHARED BY ADJACENT OWNER)
PERIMETER BLDG.
LANDSCAPED AREA (28SF)
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IVIL ENGINEERING, PERMITTIN
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OPoqWLL d1TE�. 71.71.13
CHECJ(ED B1'. JB
OE9I6tED BY' Rld
SNEET NO.
C4 of c9 �
ULTI STORYBUILDING
�OMANDALAYAVENUE
(MULTI�TORY 60'+)
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CAUTION NOTE:
I. CONTRACTOR TO USE CAUTION OVERHEAD TRANSMISSION
AND UNDERGROUND GAS MAIN W�THIN THE RIGHT-OF-WAY
OF MANDALAY AVENUE AND BAYMONT STREEET.
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VTRACTOR TO MATCH EXISTING
TOP OF PAVEMENT ELEV (TYP.)
CONTRACTOR TO MATCH
EXISTING CURB ELEV (TYP.)
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ISTING SIDEWAlK TOP
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2.0% MAX. CROSS SLOPE
W/ 5.0% MAX. LONGITUDINAL SLOPE
(WITHIN ALL PEDESTRIAN AREAS) (TYP.)
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I. SEE SHEET C2 FOR GENERAL CONSTRUCTION, GRADING &
DRAINAGE, AND UTILITY NOTES.
�� fr"< � '' ,-- � �'� , y'� .�,yi � � � `- � .--� - -- AND REPLACE EXISTING PAVEMENT
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, � � .,l�i r-" . t�. � �
- (TYP. )
BAYMONT STREET (F)
W�STBAYMONTSTREET(�
(60' R/Rj
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I PROPOSED PIPE INTO -�
VAULT AT ELEV=2.00
PROPOSED 2-STORY STRUCTURE
BLDG COVERAGE AREA: 3,902.11 SF
(INTERIOR GFA: 3,256.20 SF)
FFE = 5.70' STORMWATER VAI
TOP OF SLA6=5.70
TOP OF VAl�T=5.00
- BOTTOM OF VAULT=2.00
STORAGE AREA=352 CF
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! INLET TOP W/ CONCRETE SWALE
PER FDOT INDEX #221 & CITY OF
CLEARWATER INDEX #107 (TYP.)
TOP ELEV=S.58'
(N} INV=0.83'
(S) INV=0.B3'
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EMENT GRADE (TYP.)
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SCALE: i"=20'
GRAPHIC SCALE
CONTRACTOR TO CORE DRILL PROPOSED
15' PIPE INTO EXISTING INLET
Q INV ELEV=0.83'
—�
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�:�JJ�. :LEVai!ON - .9.. / .
TOR TO INSTALL
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EDGE OF PAYEME
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) INV=1.75
� INV=1.75
12LF-12" HDPE PIPE
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TO MATCH EXISTING
PAVEMENT GRADE 4.70+/-
.___.__ Tf�� ' l
LEGEND
-- - PROPERTY UNE
corr
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EXISTING TOPOGRAPHIC
SPOT ELEVATION
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LAND PIANNING,LANDSCAPE
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SHEET NO.
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MULTI STORYBDILDING '
S8� MAND.ILAYAVBNUB �
(MULTI�TORY 69'+)
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CITY OF CLEARWATER INDEX#401 & 402 �a �
AT OWNERS EXPENSE (TYP.) � a
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CITY OF CLEARWATER TO PERFORM ��
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CITY OF CLEARWATER INDEX #401 & 402 v
AT OWNERS EXPENSE (TYP.) .
CONTRACTOR TO SAW CUT, REMOVE & REPLACE
EXISTING CONCRETE SIDEWALK IN ORDER
TO FACILITATE CONSTRUCTION (TYP.)
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AND DETAILS)(TYP.}
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CONTRACTOR TOINSTALL
il)I" SADDLE TAP W/ (2} CORPORATION STOPS
! EACH END & I'-SDR9 PIPE PER CITY
OF CLEARWATER INDEX #501 (TYP.)
su � s
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EXISTING ASPHALT IN ORDER
TO FACILITATE CONSTRUCTION (TYP.)
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TO PROPOSED GRADE 8 INSTALL CONCRETE BOX COLLAR '
PER CITY OF CLEARWATER INDEX #402 �
B�f YMONT S77PEET (Fj �
WEST B,1 YMpNT STRE6T (P)
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BLDG COVERAGE AREA: 3,902.11 SF I j I I _�-�� '
(INTERIOR GFA: 3,256.20 SF► �( � � �� ` -
FFE = 5.T0' I � � � -
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6' DOUBLE SWEEP C.O. I � j I
PER CITY OF CLEARWATER � I
INDEX �304 (TYP.) (
6' TERMINAL C.O. � � __ j I
PER GTY OF CLEARWATER �—_— —1 �- ,
INDEX #304 (TYP.) �
MULTI STORYBUILDINC
AV83 (I STORY- 40'+/-)
(2) SANITARY SEWER f
PLUGS � INV-1.60 F
cori.r p
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F 21LF-6' SRD35 PVC @ I.00% MIN. SLOPE
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CITY OF CLEARWATER TO SET
& INSTALL (AT OWNER'S EXPENSE)
(1) 4' FIRE SERVICE ODCV W! BYPASS METER
(I) ISOLATtON VALVE a(i) BACKFLOW CONCRETE PAD
PER CITY OF CLEARWATER INDEX#402 & 405
CITY OF CLEARWATER TO SET 6 INSTALI (AT OWNERS E7
(1) 2' POTABLE METER 8 BACKFLOW PREVENTION DEVICE,
(2) 2' G.V. W/ BOX, &(I) BACKFLOW CONCRETE PAD
PER CITY OF CLEARWATER INDEX#402 & 405
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ITY AT OWNER'S EXPENSE PER CITY OF
�
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SCALE: r ^=20�
GRAPHIC SCALE
IEGEND
— — PROPERN LINE
EXISTiNG TOP�GRAPHIC
' ' SPOT ELEVATION
PROPOSED STORMWATER SYSTEM /
(SEE SHEET C5 FOR DETAILS) �
/
�ONTRACTOR TO CONNECT PROPOSED
5' SANITARY SEWER I.ATERAL TO EXISTING
3' SANITARY CLAY PIPE ! 1.096 MIN SLOPE (TYP.)
#4t (15'�)
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24LF-6' SRD35 PVC ! I.00% MIN. SLOPE
CONTRACTOR TO CONNECT PROPOSED
6' SANITARY SEWER LATERAL TO EXISTING
B' SANITARY CLAY PIPE � 1.096 MIN SLOPE (TYP.)
9LF-6' SRD35 PVC Q 1.0096 MIN. SLOPE
TRAPIZAIILA TZ-600 GREASE INTERCEPTOR
(150 GPM MIN) (OR EQUIVALENT MANUFACTURER)
RIM ELEV=4.60
SEE MECHANICAL PLANS FOR DESIGN
8 DETAILS) (TYP.)
corr
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GENERAL NOTE:
I. SEE SHEET C2 FOR GENERAL CONSTRUCTION, GRADING &
DRAINAGE, AND UTILITY NOTES.
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MANDALAY BUILDING
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499 MANDALAY AVNUE
CLEARWATER, FL 33767
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NEW PORT RIp1EY, R 34653
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PROPOSED PLANT LIST
SYMBOL � SCIENTIFIC NAME COMMON NAME SIZE REQUIREMENTS
TREES
lJ 2 LIGUSTRUM JAPONICA SOU7HERN WAX PRIVET 2 1/2" CAL. (8' H�
WR 1 WASHINGTONIA ROBUSTA MEXICAN WASHINGTON PALM 12' C.T.H. MIN.
LI 2 LAGERSTROEMIA iNDICA 'TONTO' CRAPE MYRTLE 2 1/2" CAL. (8' H�
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H 40 HIBISCUS ROSA-SINENSIS HIB{SCUS 3 GAL., (36" O.C. SPACING)
EP 30 ERANTHEMUM PULCHELLUM BLUE SAGE 3 GAL., (36" O.C. SPACING)
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RP 90 SF ARACHIS GLABRATA, BENTH PERENNIAL PEANUT ROLL
" All other non paved areas outside of planting beds to be sodded with St. Augustine "Floritam".
NOTE: THERE SHALL BE NO ITEMS WITHIN THE 20'x20' SIGHT VISIBILITY TRIANGLES
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IRRIGATION NOTES:
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