1502b PDB Staff Report 2016 0114 - Hollywood, FL

Microsoft Word - 1502b_PDB_Staff Report_2016_0114.doc2
As proposed, each building’s design is representative of the user’s prototype; while maintaining overall cohesion with the use of similar architectural elements, treatments, and materials. Materials include glass, stucco, various stone veneers and architectural screens and louvers. Accentuated volumes and other architectural features highlight building entrances, which are proposed to face the public right-of-way. The Applicant worked with Staff to ensure adequate vehicular and pedestrian circulation is provided. Safe pedestrian access is provided from the public sidewalk to building entrances and throughout the site. The landscaping was designed with both beautification and function in mind and all landscape requirements have been met. The proposed landscape helps articulate the property and enhance the design of the buildings. A variety of native plants and trees are proposed to work in concert with the existing site trees. Ample buffers are provided where required and enhanced where adjacent to residential along with a considerable amount of native trees, shrubs, and ground covers. Due to the size, configuration, dual-frontage condition, and tenant mix, of the proposed project, signage in excess of what is permitted by right is necessary. Therefore, the Applicant is requesting two variances in order to increase the number of several signs. The Applicant worked with Staff to minimize the amount and magnitude of Variances necessary by reducing the number and size of signs; and creating a uniform sign plan and design which is proportionally appropriate and compatible with the design of the overall project. As such, Staff recommends approval. The first Variance is to increase the number of permitted monument signs from two to three. Two signs were previously approved in Phases I (main identity sign for the entire parcel) and II (sign for the service station) of this phased development. The current request is for the third monument sign which will serve to identify the proposed Panda Express fronting Hollywood Boulevard; should each of these buildings be located on individual parcels, this variance would not be necessary. The second Variance is to increase the number of permitted wall signs for Panda Express from one to two. The Zoning and Land Development regulations allow for one wall sign per street frontage; and the area of such sign is limited to one square foot per linear foot of building face where the sign is to be located, with a minimum of 25 square feet permitted and a maximum of 150 square feet. The Applicant is proposing to increase the number of allowable signs, in order to provide signs on each façade (front and side). The side façade faces internal roads; however, the additional sign is visible from the right-of-way, triggering the need for a Variance. The total area for both signs is approximately the allowable area of the main permitted sign. SITE INFORMATION Owner/Applicant: Palm Beach 2000, Inc. and Vestmaz, Inc. Address/Location: 101 S. State Road 7 Net Area of Property: Overall 1,747,214 Sq. Ft. (Phase IV - 23,000 Sq. Ft) Land Use: Transit Oriented Corridor Zoning: SR7 CCD-CC, C-2, C-3 Existing Use of Land: Vacant ADJACENT LAND USE North: Transit Oriented Corridor South: Transit Oriented Corridor East: Low Residential, Office West: Transit Oriented Corridor
3
Intensity Commercial District, Medium/High Intensity Commercial District, (RS-6, SR7 CCD- CC, C-3, C-4)
East: Single Family District, Mixed Use Office District (RS-5, RS-6, OM) West: Commercial Corridor District – Commercial Core Sub-Area, Medium Intensity Commercial
District, Medium/High Intensity Commercial District, (SR7 CCD-CC, C-3, C-4) CONSISTENCY WITH THE COMPREHENSIVE PLAN Located within the Transit Oriented Corridor, the project is surrounded by commercial, single family, and multi-family residential uses. The goal of the Land Use Element is to promote a distribution of land uses that will enhance and improve the residential, business, resort, and natural communities while allowing land owners to maximize the use of their property. Redevelopment of this site will increase the availability of commercial uses and expand the mixture of uses in the area; serving the adjacent community as well as the region. Policy 2.2.11: Promote the development of US 441/SR 7 as a major transit corridor. Policy 3.1.1: Continue to prioritize US 441/SR 7 Corridor for redevelopment opportunities and work with the Florida Department of Transportation and other applicable agencies on design of the highway, and create innovative zoning to implement future plans. Policy 3.1.4: Promote land assembly along the US 441/SR 7 Corridor to create larger development parcels for economic sustainability to offset the physical and economic loss from Florida Department of Transportation right-of-way acquisition. Policy 3.1.5: Provide increased buffering between businesses along the US 441/SR 7 Corridor and adjacent residential areas. CONSISTENCY WITH THE CITY-WIDE MASTER PLAN The City-Wide Master Plan is a compilation of policy priorities and recommendations designed to improve the appearance, appeal, and economic tax base of the City. It establishes a format for future direction and vision for the City. The City-Wide Master Plan recognizes the need for a mix of uses along the corridors and identifies the US 441/SR 7 Corridor as a Special Emphasis Area of high importance for the development of the City and its improved image. The proposed project is consistent with the City-Wide Master Plan based upon the following: Guiding Principles and Policies:
Promote the highest and best use of land in each sector of the City without compromising the goals of the surrounding community.
Attract and retain businesses that will increase economic opportunities for the City while
enhancing the quality of life for residents. Policy CW.21: Create and expand where appropriate commercial and industrial zones to increase tax dollars.
4
Policy CW.44: Foster economic development through creative land use, zoning and development regulations, City services and City policies. Policy CW.46: Place emphasis on redevelopment along the major highway corridors; SR 7, US 1, Dixie Highway, Hollywood Boulevard and A-1-A by limiting expansion of residential areas, and deepening industrial and commercial zones to increase tax revenues. APPLICABLE CRITERIA Analysis of Criteria and Findings for Sign Variances as stated in the City of Hollywood’s Zoning and Land Development Regulations Article 5. Variance 1: To increase the number of permitted monument signs from two to three. CRITERIA 1: The variance is not contrary to the public interest. ANALYSIS: The Variance request is to increase the number of permitted monument signs
from two to three. Two signs were previously approved in Phases I and II of this phased development. The current request is for the third monument sign which will serve to identify the proposed Panda Express fronting Hollywood Boulevard. Should each of these buildings be located on individual parcels, this variance would not be necessary. Therefore, granting the Variance request should not affect the public interest in any way.
FINDING: Consistent. CRITERIA 2: The variance is required due to special conditions. ANALYSIS: Due to the size, configuration, dual-frontage condition, and tenant mix, of the
proposed project, signage in excess of what is permitted by right is necessary. The Applicant worked with Staff to minimize the amount and magnitude of Variances necessary by reducing the number and size of signs; and creating a uniform sign plan and design which is proportionally appropriate and compatible with the design of the overall project.
FINDING: Consistent. CRITERIA 3: A literal enforcement of the provisions of Article 8 may result in unnecessary
hardship. ANALYSIS: The Zoning and Land Development Regulations limits the number of monument
signs to one frontage. However, given the extensive length of the frontage and the amount of buildings adjacent to it, additional signage is necessary. Should each of these buildings be located on smaller individual parcels, this variance would not be necessary.
FINDING: Consistent. Variance 2: To increase the number of permitted wall signs for Panda Express from
one to two. CRITERIA 1: The variance is not contrary to the public interest. ANALYSIS: Increasing the number of allowable signs, in order to provide signs on each
façade (front and side), is not contrary to the public interest. As the area of the signage is significantly reduced by the placement of the buildings, as a result of
5
the size and configuration of the site, the Applicant feels that the public is better served by two smaller signs, than by one larger one. The goal of the second sign is to provide signage for the public heading in both directions (east and west).
FINDING: Consistent. CRITERIA 2: The variance is required due to special conditions. ANALYSIS: The Applicant is proposing to increase the number of allowable signs, in order to
provide signs on each façade (front and side). The side façade faces internal roads; however, the additional sign is visible from the right-of-way, triggering the need for a Variance. The total area for both signs is approximately the allowable area of the main permitted sign.
FINDING: Consistent. CRITERIA 3: A literal enforcement of the provisions of Article 8 may result in unnecessary
hardship. ANALYSIS: The Zoning and Land Development regulations allow for one wall sign per street
frontage; and the area of such sign is limited to one square foot per linear foot of building face where the sign is to be located, with a minimum of 25 square feet permitted and a maximum of 150 square feet. Had the location of each of these buildings been on smaller individual parcels, this variance would not be necessary.
FINDING: Consistent. Analysis of Criteria and Findings for Design as stated in the City of Hollywood’s Zoning and Land Development Regulations, Article 5. CRITERIA 1: Architectural and Design components. Architecture refers to the architectural
elements of exterior building surfaces. Architectural details should be commensurate with the building mass. The use of traditional materials for new architectural details is recommended. Design of the building(s) shall consider aesthetics and functionality, including the relationship of the pedestrian with the built environment.
ANALYSIS: The architectural details for the proposed buildings fit harmoniously with the
building’s mass. As proposed, each building’s design is representative of the user’s prototype; while maintaining overall cohesion with the use of similar architectural elements, treatments, and materials. Materials include glass, stucco, various stone veneers and architectural screens and louvers. Accentuated volumes and other architectural features highlight building entrances, which are proposed to face the public right-of-way, as recommended by the Design Guidelines. The Applicant worked with Staff to ensure adequate vehicular and pedestrian circulation is provided. Safe pedestrian access is provided from the public sidewalk to building entrances and throughout the site.
FINDING: Consistent. CRITERIA 2: Compatibility. The relationship between existing architectural styles and
proposed construction, including how each building along the street relates to the whole and the pattern created with adjacent structures and the surrounding neighborhood. Buildings should contain architectural details that are characteristic of the surrounding neighborhood.
6
ANALYSIS: Since Hollywood Boulevard and State Road 7 are commercial corridors, the
proposed development is consistent with the surrounding buildings in scale, massing, and placement. Therefore, it maintains a uniform alignment with the existing street profile; as well as with other buildings proposed in the shopping center. Architectural detailing is provided in harmony with the surrounding built environment using an array of materials to provide an identity for the buildings while creating a cohesive fabric.
FINDING: Consistent. CRITERIA 3: Scale/Massing. Buildings shall be proportionate in scale, with a height which is
consistent with the surrounding structures. Building mass shall reflect a simple composition of basic architectural details in relation to its length, width, height, lot coverage, and setting of the structure in context with adjacent buildings. Architectural details include, but are not limited to, banding molding, and fenestration.
ANALYSIS: The proposed project was designed contextually and it’s massing, scale, rhythm,
and architectural elements, are compatible with the adjacent commercial corridors. The proposed one-story buildings range from 22 to 26 feet in height. Meeting all setback requirements, the building placement also creates a consistent pattern.
As recommended by the City Design Guidelines, while the proposed buildings distinguish themselves from neighboring buildings in terms of architectural elements, the scale, rhythm, height, and setbacks bear some relationship to neighboring buildings and maintain some resemblance of compatibility. Materials include glass, stucco, various stone veneers and architectural screens and louvers. Accentuated volumes and other architectural features highlight building entrances, which are proposed to face the public right-of-way, as recommended by the Design Guidelines.
FINDING: Consistent. CRITERIA 4: Landscaping. Landscaped areas should contain a variety of native and other
compatible plant types and forms, and be carefully integrated with existing buildings and paved areas. Existing mature trees and other significant plants on the site should be preserved.
ANALYSIS: The landscaping was designed with both beautification and function in mind and
all landscape requirements have been met. The proposed landscape helps articulate the property and enhance the design of the buildings. A variety of native plants and trees are proposed to work in concert with the existing site trees. Ample buffers are provided where required and enhanced where adjacent to residential along with a considerable amount of native trees, shrubs, and ground covers. Vehicular use areas are landscaped along the perimeter and with internal islands, improving the image of the site.
FINDING: Consistent. SITE PLAN The Technical Advisory Committee (TAC) found the proposed Site Plan compliant with all regulations as set forth in Article 6 of Zoning and Land Development Regulations on December 9, 2015. Therefore, Staff recommends approval, if the Variances and Design are granted.
7
RECOMMENDATION Variances: Approval. Design: Approval, if Variances are granted. Site Plan: Approval, if Variances and Design are granted. ATTACHMENTS Attachment A: Application Package Attachment B: Land Use and Zoning Maps
APPLICATION TYPE (CHECK ONE):
Date of Application:__________________
Existing Property Use: _______________________ Sq Ft/Number of Units: _________________
Is the request the result of a violation notice? ( ) Yes ( ) No If yes, attach a copy of violation.
Has this property been presented to the City before? If yes, check al that apply and provide File
Number(s) and Resolution(s):______________________________________________________
City Commission Planning and Development
Explanation of Request: _________________________________________________________
Value of Improvement: _________________ Estimated Date of Completion: ________________
Will Project be Phased? ( ) Yes ( )No If Phased, Estimated Completion of Each Phase ____________________________________________________________________________ ____________________________________________________________________________
Name of Current Property Owner: ________________________________________________
Address of Property Owner: _______________________________________________________
Telephone: ________________ Fax: _______________ Email Address:____________________
Address: ________________________________________Telephone: ____________________
Fax: __________________ Email Address: __________________________________________
Date of Purchase: ______________ Is there an option to purchase the Property? Yes ( ) No ( )
If Yes, Attach Copy of the Contract.
List Anyone Else Who Should Receive Notice of the Hearing: ___________________________
_________________________________ Address:___________________________________ _____________________________________ Email Address: _________________________
This application must be completed in full and
submitted with all documents to be placed on a Board or
Committee’s agenda.
checklist for each type of application.
Applicant(s) or their authorized legal agent must be
present at all Board or Committee meetings.
At least one set of the submitted plans for each
application must be signed and sealed (i.e. Architect or
Engineer).
Documents and forms can be accessed on the City’s website
at http://www.hollywoodfl.org/
DocumentCenter/Home/ View/21
GENERAL APPLICATION
File No. (internal use only):________________________
DEPARTMENT OF PLANNING
nick.miller
Typewriter
nick.miller
Typewriter
954-927-4885
nick.miller
Typewriter
[email protected]
nick.miller
Typewriter
nick.miller
Typewriter
772-794-4100
nick.miller
Typewriter
[email protected]
nick.miller
Typewriter
X
nick.miller
Typewriter
15-DPV-02
nick.miller
Typewriter
nick.miller
Typewriter
Requesting site plan approval for Phase IV which includes 22,320 sf of
nick.miller
Typewriter
retail a.k.a. Local shops and Panda Express
kimley-horn.com 445 24th Street, Suite 200, Vero Beach, FL 32960 772 794 4100
The Place at Hollywood Phase IV
Legal Description
· Parcel “A”, of “Hollywood Plaza”, according to the plat thereof, as recorded in plat book 181, page 12, of the public records of Broward County, Florida
Project Information
Project Description · The proposed Place at Hollywood Phase IV is comprised of two outparcels totaling 2.66
acres consisting of a 2,600 square foot fast food restaurant and 19,720 square feet of retail shops. Improvements include parking lots, landscaping, stormwater system and utilities.
Location · Section 13, Township 51 S, Range 41 E
Address · 5810-5860 Hollywood Blvd. Hollywood, FL 33023
Zoning · SR7 CCD-CC: Commercial Corridor District- Commercial Core Sub-area · C-2: Low/Medium Intensity Commercial District · C-3: Medium Intensity Commercial District
Land Use · 71: Transit Oriented Corridor
Existing Conditions Photo #1 (Looking Northeast)
nick.miller
Line
nick.miller
Line
nick.miller
Line
nick.miller
Line
nick.miller
Line
nick.miller
Line
nick.miller
Line
nick.miller
Line
nick.miller
Line
nick.miller
Callout
Page 2
Existing Conditions Photo #2 (Looking Southwest)
nick.miller
Line
nick.miller
Line
nick.miller
Line
nick.miller
Line
nick.miller
Line
nick.miller
Line
nick.miller
Line
nick.miller
Line
nick.miller
Callout
Page 3
Existing Conditions Photo #3 (Looking Southeast)
nick.miller
Line
nick.miller
Line
nick.miller
Line
nick.miller
Line
nick.miller
Line
nick.miller
Line
nick.miller
Line
nick.miller
Line
nick.miller
Callout
ALERT TO CONTRACTOR:
1. THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID
SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. WHEN PERFORMING GRADING OPERATIONS
DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND
WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE SPECIFICATIONS.
2. ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL
GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. OUTLOT AREA TO BE KEPT FREE OF
JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. WM
GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC
PARCEL AT ALL TIMES AFTER MILESTONE DATE. PURCHASER OF OUTLOT TO PROVIDE PERMIT
DOCUMENTS AND SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT.
THE PRESENCE OF ROCK SHOULD BE ANTICIPATED
ON THIS PROJECT. CONTRACTOR'S BID SHALL
INCLUDE CONSIDERATION FOR ADDRESSING THIS
ISSUE.
VERO BEACH, FL 32960-5169
VERO BEACH FL 32960
JACKSONVILLE, FL 32256-8634
LAKE WORTH, FL 33461
PROJECT DESIGN TEAM
UTILITY/ GOVERNING
AGENCIES CONTACTS
PROTECTION AS SHOWN ON THE PLANS PER THE GAS COMPANY
REQUIREMENTS
COMPANY
TELEPHONE AT&T
ARE COMPLETED PRIOR TO ASPHALT OR CURB PLACEMENT
PULL ROPES, INCLUDING ALL TRENCHING AND BACKFILLING, FROM
THE RISER POLE UP TO THE BUILDING
COMPANY REQUIREMENTS
POINT OF CONNECTION UP TO THE BUILDING
DONE BY AT&T.
ELECTRIC FLORIDA POWER & LIGHT
4000 DAVIE ROAD EXTENSION
ARE COMPLETED PRIOR TO ASPHALT OR CURB PLACEMENT
TRENCHING AND BACKFILLING, FOR THE UNDERGROUND PORTIONS
OF THE PRIMARY FROM THE RISER POLE UP TO THE TRANSFORMER.
SCHEDULE 80 PVC CONDUITS SHALL BE USED ON THE RISER POLE
AND RIGID METAL, LONG RADIUS, ELBOWS SHALL BE USED WHERE
THE UNDERGROUND PORTION MEETS THE RISER POLE AND
TRANSFORMER
ESTABLISH PRIMARY UNDERGROUND SERVICE
INSTALL PRIMARY CABLE FOR ALL
UNDERGROUND LINES UP TO THE
TRANSFORMER AND EQUIPMENT
OF RECORD AND CITY OF HOLLYWOOD DEPARTMENT OF PUBLIC
WORKS. SEE UTILITY PLAN FOR REQUIREMENTS.
WATER CITY OF HOLLYWOOD
DEPARTMENT OF PUBLIC WORKS
AND SEPCIFICATIONS
MAY BE INSTALLED BY THE PLUMBING CONTRACTOR
OF RECORD AND CITY OF HOLLYWOOD DEPARTMENT OF PUBLIC
WORKS. SEE UTILITY PLAN FOR REQUIREMENTS.
CONNECTION AT THE EXISTING LINE UP TO
AND INCLUDING SETTING OF METER AT THE
PROPERTY LINE WILL BE BY THE WATER
COMPANY
WORKS.
STORM
WATER
SPECIFICATION
PLANTATION, FL 33322
PHONE: (954) 476-6125
ARCHITECT
2830 WEST STATE ROAD 84, SUITE 117
FORT LAUDERDALE, FL 33312
DANIA, FL 33004
PHONE: (954) 927-4885
C-300 OVERALL SITE PLAN
C-301 OVERALL PARKING PLAN
C-402 SECTIONS - LOCAL RETAIL
L-100 LANDSCAPE PLAN - LOCAL RETAIL
L-101 LANDSCAPE SPECIFICATIONS & DETAILS
ARCH. DESIGN PLAN INDEX
SHEET NUMBER SHEET TITLE
PANDA EXPRESS (PREPARED BY GRIMAIL CRAWFORD, INC., RANDY REYNOLDS, ATLAS
SIGN INDUSTRIES
LP01 LANDSCAPE PLAN
L01.1 LANDSCAPE DETAILS
A-001 EXTERIOR ELEVATIONS
A-004 FLOOR PLAN
A1.0 FLOOR PLAN
FILE: DACAR MANAGEMENT, LLC
HOLLYWOOD, BROWARD COUNTY, FLORIDA
SOUTH STATE ROAD 7
3"
ISSUE.
SITE DATA
LEGAL DESCRIPTION: PARCELS 'A', 'B' AND 'C', 'HOLLYWOOD PLAZA' ACCORDING TO THE
PLAT THEREFORE, AS RECORDED IN PLAT BOOK 181, PAGE 12, OF
THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA.
LOCATION: SECTION 13, TOWNSHIP 51 S, RANGE 41 E
ADDRESS: 101 S. STATE ROAD 7, HOLLYWOOD, FL 33023
ZONING: SR7 CCD-CC: COMMERCIAL CORRIDOR DISTRICT -
COMMERCIAL CORE SUB-AREA
LAND USE: 71: TRANSIT ORIENTED CORRIDOR
NET AREA: 1,747,214 SF OR 40.11 AC
NOTES:
THE MAXIMUM FOOT-CANDLE LEVEL AT PROPERTY LINES (MAXIMUM 0.5 ADJACENT TO RESIDENTIAL.
SITE DATA
ZONING: SR7 CCD-CC: COMMERCIAL CORRIDOR DISTRICT -
COMMERCIAL CORE SUB-AREA
LAND USE: 71: TRANSIT ORIENTED CORRIDOR
SITE AREA: TOTAL 1,747,214 SF 40.11 AC
PARCEL A 391,179 SF 8.98 AC
PARCEL B 966,489 SF 22.19 AC
PARCEL C 364,627 SF 8.37 AC
PROPOSED ROW 24,919 SF 0.57 AC
EXISTING MALL PREVIOUSLY
PARCEL B
LOCAL SHOPS 5,600 SF
TACO BELL 2,556 SF
POLLO TROPICAL 3,505 SF
PARCEL C
LOT COVERAGE: (SEE PERVIOUS PLAN FOR DETAILS)
PARCEL A (391,179 SF)
BUILDING AREA: 5,928 SF/ 0.14 AC 28,248 SF/0.65 AC 7.22%
FUTURE DEVELOPMENT AREA: 73,314 SF/ 1.68 AC 0 SF/0.00 AC 0.00%
IMPERVIOUS AREA: 230,716 SF/ 5.30 AC 278,054 SF/6.38 AC 71.08%
PERVIOUS AREA : 81,221 SF/ 1.86 AC 84,877 SF/ 1.95 AC 21.70%
*RACETRAC DEVELOPMENT SPPREOVED SEPERATLY AND SHOWN FOR INFORMATION
PURPOSED ONLY*
FUTURE DEVELOPMENT AREA: 24,327 SF/ 0.56 AC N/A
IMPERVIOUS AREA: 571,799 SF/ 13.21 AC N/A
PERVIOUS AREA : 172,387 SF/ 3.96 AC N/A
PARCEL C (364,627 SF)
BUILDING SETBACKS: PREVIOUSLY
APPROVED PHASE IV
PARCEL A
PARCEL B
PARCEL C
VARIANCE BOX
PREVIOUSLY APPROVED
PARCEL "A" 1 MONUMENT SIGN 1 MONUMENT SIGN
64 SF PER SIDE 349.9 SF PER SIDE VARIANCE FOR SIZE AND HEIGHT
MAX HEIGHT 16' HEIGHT 20.58'
PARCEL "B" 1 MONUMENT SIGN 349.9 SF PER SIDE
64 SF PER SIDE HEIGHT 20.58' VARIANCE FOR SIZE AND HEIGHT
MAX HEIGHT 16'
SITE ITEMS
PARCEL "A,B,C" : NO PERIMETER WALL OF 3'-6' HIGH IS PROPOSED FOR FOOD USES PER (Q) 4.22 SUPPLEMENTAL REGULATIONS
PROPOSED VARIANCE
SIGNAGE FOR PANDA EXPRESS
PARCEL "A" 1 MONUMENT SIGN 1 MONUMENT SIGN VARIANCE FOR ADDITIONAL
PER FRONTAGE ON EAST SIDE MONUMENT SIGN
(24 SF PER SIDE, 4' HEIGHT)
1 WALL SIGN 1 WALL SIGN VARIANCE FOR ADDITIONAL
PER FRONTAGE ON EAST ELEVATION WALL SIGN (36 SQ FT)
SITE DATA: (LOCAL RETAIL)
LIMIT OF SCOPE OF WORK: PROPOSED 60,989 SF 1.40 AC
EXISTING 22,637 SF .52 AC
TOTAL 83,626 SF 1.92 AC
LOT COVERAGE:
2' PARKING OVERHANG: 322 SF 0.01 AC 00.53%
VEHICULAR USE AREA: 17,391 SF 0.40 AC 28.51%
WALKWAYS/IMPERVIOUS AREA: 11,045 SF 0.25 AC 18.12%
60,989 SF 1.40 AC 100.00%
EXISTING
22,637 SF 0.52 AC 100.00%
VEHICULAR USE AREA: 17,391 SF
REQUIRED LANDSCAPING FOR VEHICULAR USE AREA: 25% or 4,348 SF
PROVIDED: 31.51% or 5,480 SF
*SEE SHEET C-304 FOR PERVIOUS/IMPERVIOUS DETAILS
BUILDING SETBACKS: REQUIRED PROVIDED
32,234 SF 0.74 AC 100.00%
*SEE SHEET C-304 FOR PERVIOUS/IMPERVIOUS DETAILS
BUILDING SETBACKS: REQUIRED PROVIDED
3"
ISSUE.
TOTAL 29 29
PARKING RATIO 4.89 SP/ 1000 SF 4.89 SP/ 1000 SF
LOCAL RETAIL
LOADING SPACES 1 1
PANDA EXPRESS
LOADING SPACES 0 0
STANDARD 300* 303
TOTAL 459 489
WALMART
CART CORRALS N/A 29 (NOT INCLUDED IN TOTAL)
TOTAL 847 852
LOADING SPACES 4 (10' X 25') 6 (10' X 130')
LOCAL SHOPS
TOTAL 26 29
TACO BELL
TOTAL 12 28
POLLO TROPICAL
TOTAL 16 37
PARCEL C (DOES NOT INCLUDE FUTURE DEVELOPMENT)
TD BANK
LOADING SPACES 0 0
NOTE: REQUIRED PARKING SPACES FOR ALL BUILDING USES WERE CALCULATED
BASED ON SHOPPING CENTER REQUIREMENT OF 1SP/220SF.
T
ISSUE.
ISSUE.
T
ISSUE.
60,989 SF 1.40 AC 100.00%
EXISTING
22,637 SF 0.52 AC 100.00%
SITE DATA (PANDA EXPRESS)
32,234 SF 0.74 AC 100.00%
ryan.schulz
Typewriter
C-305
ryan.schulz
Typewriter
IV
T
9
ISSUE.
1. CONTRACTOR TO CONSTRUCT DRAINAGE STRUCTURES WITH USF GRATES,
RIMS AND COVERS AS CALLED OUT OR APPROVED EQUAL. SHOP DRAWINGS
ARE TO BE PROVIDED TO ENGINEER FOR APPROVAL PRIOR TO ANY
CONSTRUCTION.
2. CONTRACTOR TO REFER TO FDOT DESIGN STANDARD (AND NOT LIMITED TO)
INDEX'S 200, 201, 210, 211, 214, 232 & 233 FOR MANHOLE, INLET AND GRATE
SPECIFICATIONS.
3. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED WITH (4) SIDED
BEARING HEAVY DUTY H-20 RATED TRAFFIC RIMS AND GRATES.
4. CONTRACTOR TO VERIFY ALL EXISTING UTILITY RINGS AND COVERS ON SITE
ARE HEAVY DUTY TRAFFIC RATED. CONTRACTOR TO REPLACE DEFICIENT
RINGS AND COVERS WITH HEAVY DUTY TRAFFIC RATED RINGS AND COVERS.
CONTRACTOR TO ADJUST RIM ELEVATIONS OF ANY UTILITIES THAT CHANGE IN
ELEVATION DURING CONSTRUCTION.
5. ALL CLEANOUT COVERS SHOULD BE RATED FOR HEAVY DUTY TRAFFIC.
6. ALL EXISTING PAVEMENT AND CONCRETE TO BE JOINED SHALL BE SAWCUT.
7. SIDEWALKS AND CROSSWALKS SHALL NOT EXCEED 2% CROSS SLOPE NOR 5%
LONGITUDINALLY. GRADES IN ACCESSIBLE PARKING SPACES SHALL NOT
EXCEED 2% IN ANY DIRECTION. IN CASES OF SIDEWALK AT BUILDING
ENTRANCES, GRADES SHALL NOT EXCEED 2% IN ANY DIRECTION. ACCESSIBLE
CURB RAMPS SHALL NOT EXCEED 6' IN LENGTH, 6" RISE, AND 1:12 SLOPE.
LANDINGS AT CHANGES IN DIRECTION SHALL BE MINIMUM 60"x60" AND SHALL
NOT EXCEED 2% SLOPE IN ANY DIRECTION.
8. SPOT ELEVATIONS ARE AT FACE OF CURB UNLESS OTHERWISE NOTED.
9. EXISTING GRADES AND DRAINAGE HAVE BEEN TAKEN FROM A SURVEY
PREPARED BY PULICE LANDS SURVEYORS, INC. DATED APRIL 23RD, 2015. THE
ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN
VERTICAL DATUM (NAVD) OF 1988.
10. HDPE STORM PIPE-CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE STORM DRAINAGE PIPE
INSTALLATION MANUAL AND SPECIFICATIONS AND COMPLYING WITH ALL MANUFACTURER'S
INSTALLATION PROCEDURES AND REQUIREMENTS. TESTING OF BACKFILL MATERIAL AND
COMPACTION OF BACKFILL MATERIAL IS THE CONTRACTOR'S RESPONSIBILITY.
11. ROOF DRAIN CONNECTIONS TO DRAINAGE PIPE SHALL BE AS FOLLOWS:
A. FOR ADS N-12 CORRUGATED POLYETHYLENE DRAINAGE PIPE USE ADS DUAL WALL
FABRICATED REDUCING SADDLE TEE 4"-24" DIAMETER.
B. FOR RCP DRAINAGE PIPE MAKE CONNECTION PER FDOT INDEX 280,CONCRETE COLLAR FOR
JOINING MAINLINE PIPE AND STUB PIPE DETAIL
C. NOTIFY CONSULTANT FOR CONNECTION METHOD TO STEEL PIPE.
12. ALL DRAINAGE PIPE JOINTS SHALL BE FILTER FABRIC WRAPPED PER FDOT INDEX #280. ALL
DRAINAGE PIPE JOINTS NEED TO BE FILTER FABRIC WRAPPED REGARDLESS OF MATERIAL.
13. EXISTING STORM INLETS AND PIPES ON PROPERTY TO BE JETTED AND CLEANED PRIOR TO
ENGINEER'S ACCEPTANCE OF SYSTEM.
14. CONTRACTOR SHALL COORDINATE PAVING IMPROVEMENTS TO AVOID TIRE MARKS FROM
CONSTRUCTION ACTIVITY. FINAL PAVING SHALL BE AS SMOOTH AS POSSIBLE AND FREE FROM
ANY MARKS, SCRAPES, GOUGES, TIRE MARKS, ETC. CAUSED DURING CONSTRUCTION ACTIVITY.
15. CONTRACTOR TO ENSURE POSITIVE RUNOFF FROM THE BUILDING. PAVING SHALL BE FREE OF
PONDING AND MAINTAIN POSITIVE OUTFALL TO THE DRAINAGE SYSTEM. CONTRACTOR SHALL
FIELD VERIFY EXISTING DRAINAGE PATTERNS AND TIE-IN GRADES AND ALERT OWNER AND
ENGINEER SHOULD ANY CONFLICTS ARISE.
16. DURING CONSTRUCTION AND AFTER FINAL GRADING, NO SURFACE WATER RUNOFF MAY BE
DIRECTED TO ADJACENT PROPERTIES, AND ALL SURFACE WATER RUNOFF MUST BE ROUTED TO
APPROVED DRAINAGE FACILITIES OR BE RETAINED ON SITE. ALL RUNOFF FROM THE SITE, BOTH
DURING AND AFTER CONSTRUCTION, MUST BE FREE OF POLLUTANTS, INCLUDING SEDIMENT,
PRIOR TO DISCHARGE.
P A
ISSUE.
ISSUE.
ISSUE.
ISSUE.
SEPARATION REQUIREMENTS OF F.D.E.P. / F.D.N.R.P.
Sanitary sewers and force mains should cross under water mains whenever possible.
Sanitary sewers and force mains crossing water mains shall be laid to provide a minimum
vertical distance of 18 inches between the invert of the upper pipe and the crown of the
lower pipe whenever possible.
must be maintained at all crossings.
of the crossing must be mechanically restrained. A minimum vertical clearance of 6 inches
pipe (DIP) at the crossing. Sufficient lengths of DIP must be used to provide a minimum
vertical distance, both the sewer and the water main shall be constructed of ductile iron
Where sanitary sewers and force mains must cross a water main with less than 18 inches
A minimum 10 foot horizontal separation shall be maintained between any type of sewer and
water main in parallel installations whenever possible.
In cases where it is not possible to maintain a 10 foot horizontal separation, the water main
the new pipe shall be arranged to meet the crossing requirements above.
Where a new pipe conflicts with an existing pipe with less than 18 inches vertical clearance,
are equidistant from the point of crossing (pipes centered on the crossing).
All crossings shall be arranged so that the sewer pipe joints and the water main pipe joints
All DIP shall be class 50 or higher. Adequate protective measures against corrosion shall be
used as determined by the design.
constructed of DIP with a minimum vertical distance of 6 inches. The water main should always
be above the sewer. Joints on the water main shall be located as far apart as possible from
joints on the sewer or force main (staggered joints).
the water main shall be constructed of DIP and the sanitary sewer or force main shall be
Where it is not possible to maintain a vertical distance of 18 inches in a parallel instalations,
18 inches above the top of the sewer.
the sewer or force main at such an elevation that the bottom of the water main is at least
must be laid in a separate trench or on an undisturbed earth shelf located on one side of
*
AT THE POINT OF CROSSING
DEFLECTION TYPE
* REFER TO WATER AND SEWER SEPARATION NOTES PER D.E.P. REQUIREMENTS
SLOPE U P TO M
IN . C
CENTER A FULL LENGTH OF PIPE
RESTRAINED JOINT
NOTE:
SERVICE SADDLE
DOUBLE STRAP
GRADE
SAMPLING POINT SHALL NOT BE REMOVED UNTIL APPROVAL IS OBTAINED FROM
TYP.
NOTES:
1. GUARD POSTS TO BE INSTALLED AS
REQUIRED FOR SAFETY OR AS
2. GUARD POSTS TO BE 4" DIA. GALV.
STEEL PIPE FILLED WITH CONCRETE
R / W
2 ' - 6
VISQUEEN
PLYWOOD
VARIES
4"
12"
VISQUEEN
NOTES:
1. NOTIFY THE CITY OF HOLLYWOOD 48 HOURS IN ADVANCE OF PROPOSED TAP.
2. TAPPING MUST BE DONE IN THE PRESENCE OF AN AUTHORIZED CITY REPRESENTATIVE.
SLEEVE
TAPPING
TYPICAL TAPPING SLEEVE
seperation of 10 feet between any two joints. All joints on the water main within 20 feet
TESTING AND DISINFECTION
TO THE CITY OF HOLLYWOOD AND BROWARD COUNTY PUBLIC HEALTH
ON THE PROPOSED WATER MAINS AND THE SYSTEM IS ACCEPTABLE
THE PRESSURE AND BACTERIOLOGICAL TESTS HAVE BEEN PERFORMED
1. NO CONNECTIONS TO THE EXISTING LINES SHALL BE MADE UNTIL
148,000
NUMBER OF GALLONS PER HOUR AS DETERMINED BY THE FORMULA:
L =
CITY OF HOLLYWOOD WATER TREATMENT PLANT LABORATORY WILL
BACTERIOLOGICALLY TESTED FOR TWO CONSECUTIVE DAYS. THE
WITH ANSI/AWWA STANDARD C651-05 OR LATEST REVISION AND
4. PROPOSED WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE
TESTED, IN LENGTHS NOT TO EXCEED 2,000 FEET PER TEST.
3. THE COMPLETE LENGTH OF THE PROPOSED WATER MAIN SHALL BE
P = THE AVERAGE TEST PRESSURE IN POUNDS PER SQUARE INCH.
D = THE NOMINAL DIAMETER OF THE PIPE BEING TESTED.
L = THE ALLOWABLE LEAKAGE IN GALLONS PER HOUR.
HOLLYWOOD. THE ALLOWABLE LEAKAGE SHALL BE LESS THAN THE
REVISION. PRESSURE TEST SHALL BE WITNESSED BY THE CITY OF
ACCORDANCE WITH ANSI/AWWA STANDARD C600-05 OR LATEST
2. THE PRESSURE TEST SHALL BE FOR 2 HOURS AT 150 PSI AND IN
UNIT (BCPHU).
3. USE RESTRAINED JOINTS FOR FITTINGS AND MECHANICAL JOINT PIPE.
F. 18' SPAN BETWEEN THE FIRST TWO UNRESTRAINED JOINTS ON
2. RESTRAINED LENGTHS TABULATED ARE BASED ON THE FOLLOWING CONDITIONS:
1. LENGTH SHOWN IN THE TABLE TO BE RESTRAINED IN THE DIRECTION OF THE ARROWS,
TEE WITH PLUG
D. DESIGN PRESSURE: 150 PSI.
C. DEPTH OF COVER: 3 FEET.
B. SOIL DESIGNATION: SAND/SILT
DEAD END
NOTES:
1. USE ONE METER BOX PER METER.
SLIP X SLIP
2" NIPPLE PVC
CURB STOP TYP.
2" PVC TEE
SLIP X SLIP
SLIP X SLIP
2" PVC TEE
SLIP X SLIP
PVC TO MIP
3. 2" TAP IN BOTTOM OF CAP ON MAIN.
1. PIPE JOINT COMPOUND SHALL BE APPLIED TO MALE THREADS ONLY.
2. COAT ALL EXPOSED THREADS WITH BITUMASTIC BEFORE BACKFILLING.
PLAN VIEW
SECTION "A-A"
4. PLYWOOD AND CONCRETE TO HAVE A HEIGHT EQUAL TO THE DIAMETER OF THE PIPE.
RISER PIPE
ISSUE.
TO EXCEED 12". EACH COMPACTED
2. DENSITY TESTING SHALL BE IN ACCORDANCE WITH AASHTO T-180 AND ASTM D-3017.
(FOR UNSUITABLE
D=DIAMETER
1. BEDDING MATERIAL WHEN NECESSARY, SHALL BE CLEAN SANDY SOIL WHENEVER
AVAILABLE WITHIN THE LIMITS OF CONSTRUCTION. IMPORTED BEDDING SHALL BE
WELL GRADED 3/4" MAX. SIZED CRUSHED LIMEROCK. ALL BEDDING MATERIAL
SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY BEFORE ANY PIPE IS LAID.
NOTES:
STRUCTURES OR PAVED AREAS
AREAS AND 95% ELSEWHERE.
UNDER STRUCTURES OR PAVED
CAREFULLY PLACED SELECT
ELSEWHERE.
MATCH EXISTING CONDITIONS
SURFACE RESTORATION TO
TO EXCEED 12". EACH COMPACTED
2. DENSITY TESTING SHALL BE IN ACCORDANCE WITH AASHTO T-180 AND ASTM D-3017.
1. BEDDING AND HAUNCHING SHALL BE WELL GRADED 3/4" MAX. SIZE CRUSHED LIMEROCK
NOTES:
STRUCTURES OR PAVED AREAS
AREAS AND 95% ELSEWHERE.
UNDER STRUCTURES OR PAVED
CAREFULLY PLACED SELECT
ELSEWHERE.
MATCH EXISTING CONDITIONS
SURFACE RESTORATION TO
NOTES:
MAXIMUM DENSITY, PER AASHTO T-180.
3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED.
4. SURFACE TREATED PAVEMENT JOINTS SHALL BE LAPPED AND FEATHERED.
1. REPLACED BASE MATERIAL OVER TRENCH SHALL BE TWICE THE THICKNESS
2. BASE MATERIAL SHALL BE PLACED IN 6" MAXIMUM (LOOSE MEASUREMENT)
LAYERS AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 98% OF
5. SURFACE MATERIAL SHALL BE CONSISTENT WITH THE EXISTING SURFACE.
6. BASE MATERIAL SHALL HAVE A MINIMUM LBR OF 100 AND A MINIMUM
CONCRETE SURFACE
ASPHALTIC CONCRETE PATCH TO KEEP THE FILL MATERIAL FROM RAVELING
7. IF THE TRENCH IS FILLED TEMPORARILY, IT SHALL BE COVERED WITH A 2"
CARBONATE CONTENT OF 70%.
8. BACKFILL SHALL BE IN ACCORDANCE WITH DETAIL OF PIPE LAYING CONDITION
UNTIL REPLACED WITH A PERMANENT PATCH.
FLEXIBLE PAVEMENT RESTORATION
PERPENDICULAR UTILITY INSTALLATION
(CITY STREETS ONLY)
MAIN AFTER FILLING & FLUSHING
OBTAINED
CORPORATION
STOP
FILLING AND FLUSH DETAIL
IN BOTTOM HALF. ADD NEW MATERIAL AS
STRIPE
CENTER
SAW CUT ASPHALT
REMOVE EXISTING PAVEMENT &
TYPICAL RESTORATION OF 1/2 LANE OR MORE OF ROCK BASE
TYPICAL RESTORATION OF LESS THAN 1/2 LANE OF ROCK BASE
IN THIS LANE & RESURFACE
NOTES:
A MINIMUM OF ONE AND ONE-HALF INCHES AND A MAXIUMUM OF TWO INCHES IN THICKNESS.
7. REFER TO SPECIFICATIONS FOR DETAILED PROCEDURES.
STRAIGHT LINES, PARALLEL TO OR PERPENDICULAR TO THE ROADWAY, PRIOR TO THE RESURFACING.
6. RESURFACING MATERIAL SHALL BE OF THE SAME MIX AS THE EXISTING SURFACE, AND SHALL BE APPLIED
5. ALL EDGES OF EXISTING ASPHALT PAVEMENT WHERE RESURFACING WILL ABUT SHALL BE SAW CUT TO
AS REQUIRED AND TESTED PRIOR TO THE PLACEMENT OF THE SUCCEEDING LAYERS.
2. BASE MATERIAL SHALL BE PLACED IN 6" MAXIMUM THICKNESS LAYERS WITH EACH LAYER COMPACTED
1. BASE MATERIAL SHALL HAVE A MINIMUM L.B.R. OF 100 AND A MINIMUM CARBONATE CONTENT OF 70%.
4. BACKFILL SHALL BE PLACED AND COMPACTED IN 8" LAYERS, BUT TESTING WILL BEGIN 12" ABOVE THE
3. SUBGRADE MATERIAL SHALL BE GRANULAR AND SHALL HAVE A MINIMUM L.B.R. OF 40.
EXISTING PAVEMENT
12"
12"
2. THE CITY'S RESPONSIBILITY ENDS AT THE REDUCER PRECEDING THE BACKFLOW PREVENTER.
TO BACKFLOW
BY CUSTOMER
PREVENTER OR
BY CUSTOMER
CONC. SUPPORT
RED.
TEE
1. THE WATER METER AND STRAINER BY THE CITY OF HOLLYWOOD.
NOTES:
PLAN
2" CORP STOP/BALL VALVE
3. TAPPED OUT FLANGE SHOULD MATCH SIZE OF TEE AND STANDARD 2" CORP STOPP OR BALL VALVE.
(FIRE LINES AND COMMERCIAL APPLICATIONS)
3" OR LARGER METER INSTALLATION
(ALL AROUND)
2 2 1
WITH INSPECTOR'S DIRECTIONS. CHAIN SHALL BE LOOPED THROUGH EYELETS CAST IN CONCRETE TOP.
4. PROTECTIVE 4" GALV. GUARD POSTS SHALL BE SPACED EVENLY APART AS SHOWN ABOVE OR IN ACCORDANCE
3. ALL LOW FLOW METER PIPING SHALL BE BRASS OR COPPER.
2. ALL PIPING SHALL BE D.I.P. CL 50/52 AS APPLICABLE TO MINIMUM STANDARDS.
NOTES:
1. FIELD ADJUST AND CUT ITEM 3 TO THE PROPER LENGTH.
4",6",8" VALVE, GATE
4",6",8" FLANGE, D.I.P.
4",6",8" D.I.P. SPOOL PIECE
VALVE, BYPASS DOUBLE CHECK
PEA GRAVEL
SCREW JACK/ANCHORED