HomeMy WebLinkAboutAgenda P&Z 081313A G E N DA
CITY OF PALM BEACH GARDENS
PLANNING, ZONING AND APPEALS BOARD
TUESDAY, AUGUST 13, 2013 AT 6:00 P.M.
COUNCIL CHAMBERS
CALL TO ORDER
PLEDGE OF ALLEGIANCE
ROLL CALL
ADDITIONS, DELETIONS, MODIFICATIONS
REPORT BY THE DIRECTOR OF PLANNING AND ZONING:
NATALIE CROWLEY
APPROVAL OF MINUTES: 07/09/2013
PLANNING, ZONING AND APPEALS BOARD
Regular Members: Alternates:
Michael Panczak Meriel (Honey) Bryan 1st Alternate
Randolph Hansen
Roma Josephs
Douglas Pennell
Charles Hathaway
Howard Rosenkranz
Robert Savel
1. Recommendation to City Council (Public Hearing) - QUASI-JUDICIAL HEARING
PPUD-13-02-000028 – Chase Bank Rezoning
A request by JP Morgan Chase for a rezoning and site plan approval to modify the existing
fast food restaurant located at 11340 US Highway One and to change the zoning to Planned
Unit Development (PUD) Overlay with an underlying zoning designation of Commercial
General 1 (CG-1) to accommodate a bank with drive-through facilities.
Project Manager: Peter Hofheinz, Senior Planner, phofheinz@pbgfl.com
Planning, Zoning and Appeals Board
August 13, 2013
2
2. Recommendation to City Council (Public Hearing)
CPTA-13-07-000026 City-initiated Comprehensive Plan Text Amendment
City-initiated petition to amend the City of Palm Beach Gardens Comprehensive Plan
Conservation Element Policy 6.1.4.5 to provide an exemption for all publicly owned lands,
in accordance with the provisions of Section 163.3184, Florida Statutes.
Project Manager: Kristin Tetsworth, Principal Planner, ktetsworth@pbgfl.com
3. OLD BUSINESS
4. NEW BUSINESS
5. ADJOURNMENT
In accordance with the Americans with Disabilities Act and Florida Statute 286.26, persons with disabilities needing special accommodations to
participate in this proceeding should contact the City Clerk’s Office, no later than five days prior to the proceeding, at telephone number (561)
799-4120 for assistance; if hearing impaired, telephone the Florida Relay Service Numbers (800) 955 -8771 (TDD) or (800) 955-8770 (VOICE),
for assistance. If a person decides to appeal any decision made by the Planning, Zoning and Appeals Board, Local Planning Agency, or Land
Development Regulations Commission, with respect to any matter considered at such meeting or hearing, they will need a record of the
proceedings; and for such, they may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and
evidence upon which the appeal is to be based. Exact legal description and/or survey for the cases may be obtained from the f iles in the Growth
Management Department.
g:\p&z_share\administration\pzab agenda\p & z agenda 2013\08.13.2013\pzab agenda 08.13.2013.docx
PLANNING, ZONING AND APPEALS BOARD REGULAR MEETING Page 1
07-09-13
CITY OF PALM BEACH GARDENS 1
PLANNING, ZONING AND APPEALS BOARD 2
REGULAR MEETING 3
July 9, 2013 4
I. CALL TO ORDER 5
The regular meeting was called to order at 6:00 p.m. by Chair Hansen. 6
II. PLEDGE OF ALLEGIANCE 7
III. ROLL CALL 8
Members Present: 9
Chair Randolph Hansen, Michael Panczak, Roma Josephs, Charles Hathaway, Howard 10
Rosenkranz, Robert Savel, Meriel (Honey) Bryan (arrived at 6:20p.m.) sitting for Vice Chair 11
Douglas Pennell 12
Members Absent: Vice Chair Douglas Pennell. 13
Also Present: City Attorney, R. Max Lohman; Director of Planning and Zoning, Natalie Crowley. 14
IV. ADDITIONS, DELETIONS, MODIFICATIONS 15
None. 16
V. REPORT BY DIRECTOR OF PLANNNING AND ZONING: NATALIE 17
CROWLEY 18
Reported at the June 6, 2013 City Council Meeting, the Legacy Place Master Signage and the 19
Franklin Charter School Application was approved; the Renaissance School was not approved, 20
the applicant withdrew the petition; the September Planning, Zoning and Appeals Board meeting 21
is rescheduled to September 17, 2013; introduced Principal Planner, Kristen Tetsworth; 22
announced that a petition was submitted for Vavrus Property to the Planning and Zoning 23
Department. 24
VI. APPROVAL OF MINUTES 25
Board Member Hathaway made a motion to approve the minutes from the May 14, 2013 26
meeting and June 4, 2013 meeting. 27
Board Member Rosenkranz seconded. 28
Motion passed 6-0. 29
VII. PUBLIC HEARINGS 30
Chair Hansen asked for any exparte. 31
Board Member Hathaway yes. 32
Chair Hansen yes. 33
Those preparing to give testimony were sworn in. 34
1. Recommendation to City Council (Public Hearing) – QUASI-JUDICIAL HEARING 35
MISC-13-05-000095 – Gardens Plaza PUD A request from the property owner for an 36
amendment to the Gardens Plaza Planned Unit Development (PUD) to allow a principal tenant sign 37
to exceed the maximum permitted square footage. The subject site is generally located on the 38
southeast corner of PGA Boulevard and Fairchild Gardens Avenue. 39
Chair Hansen opened the public hearing. 40
Petitioner: Anne Booth, Urban Design Kilday Studios. 41
Staff Presentation: Director of Planning and Zoning, Natalie Crowley. 42
Public comment: None. 43
Chair Hansen closed the public hearing. 44
Board Member Josephs made a motion to approve MISC-13-05-000095 – Gardens Plaza PUD. 45
Board Member Rosenkranz seconded. 46
PLANNING, ZONING AND APPEALS BOARD REGULAR MEETING Page 2
07-09-13
Motion passed 6-0. 1
2. Recommendation to City Council (Public Hearing) – QUASI-JUDICIAL HEARING 2
PPUD-13-03-000029 – Trinity United Methodist Church A request by Kolter Acquisitions, 3
LLC for the rezoning of approximately 8 acres of property located at the northeast corner of East 4
Island Avenue and Gardenia Drive from Residential Low-3 (RL-3) to a Planned Unit Development 5
(PUD) Overlay with an underlying zoning designation of Residential Low-3 (RL-3). The Applicant 6
is requesting approval of a site plan to accommodate a 21 home subdivision and an update to the 7
Trinity United Methodist Church master plan. 8
Chair Hansen opened the public hearing. 9
Petitioner: Donaldson Hearing, Cotleur and Hearing. 10
Staff Presentation: Senior Planner, Peter Hofheinz. 11
Public Comment: None. 12
Chair Hansen closed the public hearing. 13
Board Member Hathaway made a motion to approve PPUD-13-03-000029 – Trinity United 14
Methodist Church. 15
Board Member Rosenkranz seconded. 16
Motion passed 7-0. 17
3. Recommendation to City Council (Public Hearing) – QUASI-JUDICIAL HEARING 18
PUDA-12-10-000046 – The Learning Experience Day Care at the LA Fitness Plaza A 19
request from DIV Palm Beach Gardens, LLC, for approval of an amendment to the LA Fitness 20
Plaza Planned Unit Development (PUD) to construct a 10,000-square-foot child development day 21
care center with 180 students. The LA Fitness Plaza PUD is located at the southwest corner of PGA 22
Boulevard and the Florida Turnpike. 23
Chair Hansen opened the public hearing. 24
Petitioner: Ken Tuma, Urban Design Kilday Studios. 25
Staff Presentaion: Senior Planner, Peter Hofheinz. 26
Public comment: None. 27
Chair Hansen closed the public hearing. 28
Discussion ensued regarding improvements to the back elevation of the building. 29
Board Member Rosenkranz made a motion to approve PUDA-12-10-000046 – The Learning 30
Experience Day Care at the LA Fitness Plaza. 31
Board Member Savel seconded. 32
Motion passed 7-0. 33
4. Recommendation to City Council (Public Hearing) – QUASI-JUDICIAL HEARING 34
CUMJ-12-10-000025 – The Learning Experience Day Care at the LA Fitness Plaza. A 35
request from DIV Palm Beach Gardens, LLC, for approval of a Major Conditional Use for a 36
10,000-square-foot child development day care center with a 180 students located within the LA 37
Fitness Plaza Planned Unit Development (PUD). 38
Chair Hansen opened the public hearing. 39
Petitioner: Ken Tuma, Urban Design Kilday Studios. 40
Staff Presentation: Senior Planner, Peter Hofheinz. 41
Public comment: None. 42
Chair Hansen closed the public hearing. 43
Board Member Rosenkranz made a motion to approve CUMJ-12-10-000025 – The Learning 44
Experience Day Care at the LA Fitness Plaza. 45
Board Member Savel seconded. 46
PLANNING, ZONING AND APPEALS BOARD REGULAR MEETING Page 3
07-09-13
Motion passed 7-0. 1
VIII. OLD BUSINESS 2
None. 3
IX. NEW BUSINESS 4
None. 5
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PLANNING, ZONING AND APPEALS BOARD REGULAR MEETING Page 4
07-09-13
X. ADJOURNMENT 1
Chair Hansen adjourned the meeting at 7:47p.m. 2
The next regular meeting will be held on August 13, 2013. 3
Approved: 4
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Randolph Hansen, Chair 8
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Douglas Pennell, Vice Chair 12
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Michael Panczak 16
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Roma Josephs 20
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Charles Hathaway 24
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Howard Rosenkranz 28
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Robert Savel 32
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ATTEST: 35
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____________________ 37
Donna L. Kramer 38
Municipal Services Coordinator 39
40
Note: these minutes are prepared in compliance with 286.011 F.S. and are not verbatim transcripts of the 41
meeting. A verbatim audio recording is available on the City Website or from the Office of the City 42
Clerk. 43
All referenced attachments on file in the Office of the City Clerk. 44
Note: all those preparing to give testimony were sworn in. 45
CITY OF PALM BEACH GARDENS
PLANNING, ZONING, AND APPEALS BOARD
Agenda Cover Memorandum
Meeting Date: August 13, 2013
Petition: PPUD-13-02-000028
Subject/Agenda Item :
Chase Bank Development: A request by JP Morgan C hase for a rezon in g and site plan
ap p roval to modify t he ex isting fast food restaurant located at 11340 US Highway 1 to a
Pla nn ed Unit Deve lopm e nt (PUD ) Overlay w ith an underlying zoning des ignation of
Com mercia l Gene ra l 1 (CG-1) to accommodate a bank w ith drive -through fac iliti es.
[X] Recommendati on to APPROVE
[ ] Recommendation to DENY
Reviewed by : Origi n ati ng Dept.:
~~*r~f:lanning and
Na al~9 "rof Crowley , A ICP
Planning & Zon ing:
~~ PeterHOhei. A ICP
Senior Planner
Finance:
Finance:
Accou "nt
:oV
Sa rah Varga
Development Compliance
and Zoning Manager 1------------1 Fees Paid: N/A
t5t/·
Ba hareh Wolfs, AICP
City Attorney
[X ] Quasi-Judicia l
[ ] Legislative
Funding Source:
[ ] Operating
~----------1
[X] Othe r N/A
[X] Public Hearing
Advertised:
[X] Required
[ ] Not Required
Date : 8/02/2013
Bu d get Acct.#: N/A
Paper: Palm Beach
1--::---------:-:=----------1 Pos t
Appr oved By:
R. Max Lohman, Esq . Effective Date:
N/A
Ci ty Manager
Rona ld M. Ferris
Affected parties :
[X ] Noti fied
[ ] Not Requi red
Expirati on Date:
N/A
PZAB Action:
[ ] Rec. Approva l
[ ] Rec. App . w/ Co nds.
[ ] Rec. De nial
[ ] Co ntin ued to: __
Attachments:
• Deve lopment
Applicatio n
• Location Map
• Reduced Development
Plans
EXECUTIVE SUMMARY
Meeting Date: August 13, 2013
Petition: PPUD-13-02-000028
Page 2 of 10
A request by JP Morgan Chase Bank to rezone a 0.80-acre parcel of land from Commercial
General 1 (CG-1) zoning designation to a Planned Unit Development (PUD) overlay with an
underlying CG-1 zoning designation to accommodate the redevelopment of an existing fast
food restaurant to a Chase Bank financial institution with drive-through facilities. The
Applicant is requesting the approval of seven (7) waivers. Staff recommends approval of the
PUD.
BACKGROUND
On July 30, 1991, Resolution 83, 1991 was adopted approving a conditional use to the site
then occupied by Miami Subs restaurant, allowing the sale/service of beer and wine
beverages for on premise consumption only and further granting a variance to the distance
requirement between sites and locations where alcohol beverages are sold.
On April 19, 2005, the approval of Administrative Petition ADMIN-05-31 allowed minor
architectural changes to the existing Miami Subs fast food restaurant building for the
conversion to a Wendy's fast food restaurant.
LAND USE & ZONING
The existing fast food restaurant located at 11340 U.S. Highway One (1) has a zoning
designation of Commercial General 1 (CG-1) and the future land-use designation is
Commercial (C).
Table 1. Existin Zonin & Future land-Use Desi nations
E*.ISiliiNG l.:JSE Zt.i!USIING !ANDWSE
Subject Pro12erty Commercial General1 (CG-1) Commercial (C) Fast Food Restaurant
North
Village of North Palm Neighborhood Commercial District (C1) Commercial (C)
Beach
South Planned Unit Development (PUD) I Commercial (C) Windsor Gardens Hotel Commercial General1 (CG-1)
East Residential High Density Village of North Palm Apartment Dwelling District (R3)
Beach (HDR)
West Planned Unit Development (PUD) I Golf (G) City Centre Commercial General1 (CG-1)
The subject site of the proposed rezoning request is bordered on the north, south, and west
sides by other commercial uses. Adjacent to the site on the east side is the residential
community of Twelve Oaks which is located with the Village of North Palm Beach. The
proposed rezoning to a Planned Unit Development (PUD) with an underlying zoning
designation of CG-1 is consistent with the surrounding and adjacent uses.
TRAFFIC CONCURRENCY
Meeting Date: August 13, 2013
Petition: PPUD-13-02-000028
Page 3 of 10
The request to replace the existing fast food restaurant to the proposed bank/financial
institution use provides a reduction in both average daily trips and peak hour trips. On May
13, 2013, the City's Traffic Consultant completed their review of the traffic analysis and
granted approval.
PROJECT DETAILS
Site Details
The existing fast food restaurant is located on the east side of U.S. Highway 1 approximately
500 feet south of the PGA Boulevard and U.S. Highway Intersection. The site is
approximately 0.80-acres in size and has vehicular access from U.S. Highway 1.
Subject Request
The Applicant is requesting approval to rezone the property to a PUD Overlay and redevelop
the existing fast food restaurant with a drive-through to a bank/financial institution with a
drive-through. The existing 2,806 square foot fast food restaurant building will be removed,
the site will be filled, and a new 3,450 square foot bank/financial institution building with a
remote drive-through facility will be constructed. Vehicle access to the site will be maintained
from U.S. Highway 1.
The bank/financial institution is proposed to have a remote drive-through facility with three (3)
drive-through lanes. The first two (2) drive-through lanes will feature a duel ATM machine and
vacuum tube banking services. The third drive-through lane will be the required vehicle by-
pass lane. Both drive-through lanes and bypass lane meet City Code requirements.
Parking
The existing fast food restaurant has approximately 38 parking spaces. As part of the existing
fast food site's redevelopment, the parking and vehicle use area will be redesigned. The
proposed 3,450 square foot bank/financial institution require a total of 14 parking spaces;
however, the Applicant is requesting to have 24 parking spaces. The Applicant is requesting
a waiver for the parking space increase because the additional ten (1 0) parking spaces being
proposed exceeds the required amount of parking spaces by ten (1 0) percent. This is
consistent with City Code Section 78-345(d). The Applicant is providing the additional open
space at the required ratio of 1.5 square feet of open space for everyone one (1) additional
square foot of paved parking area (see Waiver section).
Traffic Circulation
The site has one (1) point of access of ingress and egress from U.S. Highway 1. The one (1)
point of access will be improved when compared to the existing conditions. The existing
ingress and egress for the fast food restaurant from U.S. Highway 1 provides approximately
40 feet of off-street stacking distance. The Applicant has designed the redevelopment of the
subject site to accommodate approximately 70 feet of off-street stacking distance. This is an
Meeting Date: August 13, 2013
Petition: PPUD-13-02-000028
Page 4 of 10
improvement over the existing 40 feet of stacking distance; however, the 70 feet of stacking
distance is still below the 100 feet of off-street stacking distance that is required by City Code.
The Applicant has requested a waiver for this deviation (see Waiver section).
Drainage
The Applicant is proposing to upgrade and improve the subject site's existing drainage as
part of the subject site's redevelopment. In order to elevate the site and hold filled earth,
retaining walls are proposed to be constructed along the rear portions of the subject site's
north, east, and south property lines. The retaining walls along the north and south portions
of the site will gradually taper in height from approximately five (5) feet to 1 foot 6 inches in an
east to west direction; and they will only extend about halfway along the property line. These
retaining walls will have a stucco finish, be painted to match the principal building, and have a
decorative steel fence to prevent a patron from falling over the retaining wall. The top portion
of the rear retaining wall will help to create an opaque visual barrier between the adjacent
residential community of Twelve Oaks to the east and the proposed bank/financial institution.
There is an existing 15 to 16 foot ficus hedge along the residential community's property
boundary that will screen the wall from view of the adjacent property. The Applicant will also
be installing a dense landscape buffer consisting of Arcea Palms, Orange Geiger Trees, and
Cocoplums to screen the wall and provide a buffer between the adjacent properties. The
retaining walls will not be visible from the right-of-way.
The site will also include an exfiltration drainage trench system. This system will be
constructed to reduce the existing direct stormwater runoff to U.S. Highway 1 and the Twelve
Oaks residential community to the east. The Applicant will be required to obtain all required
permits from the Seacoast Utility Authority, South Florida Water Management District, and
the Florida Department of Transportation prior to the issuance of an infrastructure permit.
Architecture
The redevelopment of the subject site from a fast food restaurant to a bank/financial
institution will require the complete removal of the existing fast food restaurant. The proposed
bank/financial institution building will feature a contemporary modern architectural theme. The
proposed building will have a central tower feature with a metal roof material and a varying
building parapet roof line. The Applicant is including a 3 foot 4 inch high stone base around
the perimeter of the entire building and the columns on either side of the raised tower
element on the south and west elevation will have a stone finish. The columns on the west
elevation (facing U.S. Highway 1) include a higher stone base feature which protrudes from
the columns base and provides this elevation with an additional prominent feature. The
building's walls will feature architectural scoring and brick veneer along the building's
columns and lower walls to provide a variety in architectural materials. The majority of the
building's windows will feature awnings over them. The proposed color palette for the building
consists of light grey and beige earth tones with a blue accent color.
Landscaping and Open Space
Meeting Date: August 13, 2013
Petition: PPUD-13-02-000028
Page 5 of 10
The existing landscaping on the subject site will be completely renovated. The proposed
landscaping plan provides double the amount of required landscaping points. The front (west)
of the subject site that abuts U.S. Highway 1 will feature a 20 foot landscape buffer with
complementary eight (8) foot landscape buffers on both sides (north and south) of the subject
site. The rear (east) portion of the subject is proposed to have an 11.75 foot wide landscape
buffer which is below the minimum 15 foot wide required rear landscape buffer. The Applicant
is requesting a waiver for the rear landscape buffer (see Waiver section). In order to mitigate
the reduced width of the rear landscape buffer and provide better screening between the
subject site and the adjacent residential community of Twelve Oaks, the Applicant is
providing Orange Geiger Trees and a dense planting of Areca Palms. Areca Palms are a
popular palm tree species that provides good visual screening and noise absorption. These
landscaping features will be used in conjunction with a six (6) foot high screening wall. The
other landscape buffers will feature ornamental shrubs and ground cover species to provide a
visual variety within the site. The building will have foundation landscaping and be accented
with Royal and Alexander Palm trees.
The Applicant will also be providing landscaping along the U.S. Highway 1 road shoulder and
within the roadway median. However, due to Florida Department of Transportation (FOOT)
requirements, the Applicant is only able to provide ground cover species.
CEPTED Compliance
The Applicant has coordinated with the City's Police Department regarding the
implementation of Crime Prevention Through Environmental Design (CPTED) principles. The
Applicant has agreed to implement several recommendations by the Police Department
which include providing on-site lighting that meets the Illuminating Engineering Society of
North America's (IESNA) requirements and preferred lighting ratio for commercial bank
developments. In addition, the Police Department had concerns with regards to illegitimate
users concealing themselves behind the subject site's retaining wall. To address this
concern, the Applicant has proposed to install hostile landscaping (bougainvillea shrubs)
along the outside perimeter of the retaining wall to help deter illegitimate users from
accessing the property.
Sign age
The Applicant is proposing to have one (1) free standing ground sign located on the property.
The ground sign is proposed to be located in the landscape area on the west side of the
subject property so as to be visible from U.S. Highway 1. The Applicant is requesting a
waiver to allow the ground sign because the subject site does not have the required 300
linear feet of right-of-way (see Waiver section). In addition to the requested ground sign, the
Applicant is proposing to have one (1) Principal Tenant wall sign on the building's west
elevation which faces and is visible from U.S. Highway 1. The proposed principal tenant sign
is permitted by City Code.
Waiver Request/Staff Analysis
The Applicant is requesting seven (7) waivers with this petition.
Table 2. Waiver Requests
Code Section Requirement Proposed
Section 78-153(6) Table 12, 52 feet to the
1 90 foot Rear Setback remote Drive-Note 6 Through Canopy
15 foot wide
2 Section 78-186(b)(10)(a)(1}, landscape buffer 11.75 feet Required Buffers adjacent to residential
property line
Manmade materials
3 Section 78-186(b)(1 O)(a)(1 }, located a minimum Two (2) feet from
Required Buffers five (5) feet from the the property line
property line
Section 78-285, Table 24, One (1) sign for first One (1) ground 4 Ground Sign 300 linear feet of sign ROW
5 Section 78-153, Table 12 I One (1) acre minimum 0.80 acre Section 78-154, Table 14 size for CG1 and PUD
6 Section 78-344(h}, 100 feet of off-street 70 feet Entrances and Exits stacking distance
Increase in number of
7 Section 78-345(d)(3) parking spaces in Ten (1 0) additional
excess of 1 0% of parking spaces
required amount
Meeting Date: August 13, 2013
Petition: PPUD-13-02-000028
Page 6 of 10
Waiver Staff
Support
38 feet deviation Approval
3.25 feet Approval
Three (3) feet Approval
Allow one (1)
ground sign for Approval
150 If of ROW
0.20 acre Approval
30 feet Approval
Ten (1 0) additional Approval parking spaces
1) The Applicant is requesting a waiver from City Code Section 78-153(6) Table 12, Property
Development Regulations -Nonresidential Zoning Districts, Note 6, which requires an
additional 75 foot rear perimeter setback when a property abuts a residential zoning
district. The subject site abuts the Twelve Oaks residential community located in the
Village of North Palm Beach. The existing fast food restaurant has an existing 95 foot
setback from the rear property line to the building (outdoor freezer) and an existing 70 foot
setback from the rear property line to menu ordering speaker. The Applicant is proposing
a 90 foot setback for the bank building, however, the remote drive-through canopy
structure is proposed to have a 52 foot rear setback. Therefore, the Applicant is
requesting a waiver for 38 feet from the rear setback for the remote drive-through canopy.
Staff supports the Applicant's waiver request. The proposed bank use is significantly more
compatible with the adjacent residential use then the existing fast food restaurant. While
the proposed rear setback of 52 feet is less than the existing fast food restaurant, the use
of the remote bank drive-through lanes is less intensive than the fast food restaurant
drive-through. The remote canopy drive-through will consist of three (3) drive-through
lanes; two (2) lanes will have a duel ATM/vacuum tube combination, and one (1) by-pass
lane. Use of the ATM machines will be available 24-hours a day, seven (7) days a week;
however, the vacuum tube bank services will only be available during standard bank
operating hours Monday through Friday with limited daytime hours on Saturday, and
closed on Sunday. The fast food restaurant drive-through operates seven (7) days a week
and typically until 11:00 P.M. in the evening. Overall, the bank use will generate less
traffic, noise, and odor than the existing fast food restaurant.
Meeting Date: August 13, 2013
Petition: PPUD-13-02-000028
Page 7 of 10
The Applicant will also be providing a landscape features within the drive-through
landscape island and along the rear buffer. A compliment of Orange Geiger trees within
the landscape island and Areca Palms and along the rear property line will provide a
dense landscape buffer between the remote drive-through canopy and adjacent
residential use. Staff recommends approval.
2) The Applicant is requesting a waiver from City Code Section 78-186(b)(10)(a)(1),
Required Buffers, which requires a landscape buffer with a minimum width of 15 feet be
provided on the commercial use site adjacent to the abutting residential property line. The
subject site abuts the Twelve Oaks residential community located within the Village of
North Palm Beach. The Applicant is proposing a rear landscape buffer with a width of
approximately 11.75 feet. Staff supports the Applicant's waiver request and has worked
with the Applicant through the site planning process to widen the rear landscape buffer to
its greatest extent possible. Due to the small size of the site and the necessity to provide
adequate on-site traffic circulation the rear landscape buffer cannot be any larger. The
proposed redevelopment of the subject site will significantly improve the existing on-site
conditions. The existing landscape buffer for the fast food restaurant is approximately 11
feet wide, in poor quality and condition, and has an existing dumpster for the fast food
restaurant located within it. The Applicant is proposing to increase the rear landscape
buffer by almost one (1) foot, is providing an updated and higher quality landscaping
species, and will be removing the existing fast food restaurant dumpster and replacing it
with additional landscaping. The rear landscape buffer will utilize Orange Geiger Trees
and a dense row planting of Areca Palms to provide an opaque visual barrier to the
adjacent residential use. In addition, the Applicant will also be providing a six (6) foot
screening wall that will be constructed on top of a required retaining wall for drainage
improvements. The wall will be screened by an existing mature ficus hedge located along
the Twelve Oaks property line that abuts the subject site. The ficus hedge ranges in size
from ten (1 0) to 15 feet in height. Staff recommends approval.
3) The Applicant is requesting a waiver from City Code Section 78-186(b)(1 O)(a)(1),
Required Buffers, which requires any manmade materials within a landscape buffer be
located a minimum distance of five (5) feet from the property line. The Applicant is
proposing to locate the rear retaining and screening wall to be two (2) feet from the rear
property line. Staff supports the Applicant's requested waiver. There is an existing fence
and concrete wall along the rear property line to the north and south of the subject site.
The proposed location for the retaining and screening wall on the subject site will align
more appropriately with the existing fence to the north and concrete wall to the south. This
will help to create a more linear buffer between the adjacent residential use and proposed
bank use. Staff recommends approval.
4) The applicant is requesting a waiver from City Code Section 78-285, Table 24, Ground
Signs, to allow a ground sign identifying the subject site. City Code requires that a parcel
possess 300 linear feet of street frontage to contain a monument sign. The subject site
contains 137 linear feet of street frontage along U.S. Highway 1. Staff supports the
Applicant's requested waiver. There is an existing ground sign for the fast food restaurant
located on the site. The site's visibility from the south is limited because of the existing
four (4) story hotel. The ground sign will allow motorist and pedestrians to identify the site
and its main entrance.
Meeting Date: August 13, 2013
Petition: PPUD-13-02-000028
Page 8 of 10
5) The Applicant is requesting a waiver from City Code Sections 78-153, Table 12, Property
Development Regulations-Nonresidential Zoning Districts and Section 78-154, Table 14,
Minimum PUD Development Size, which contain the property development regulations for
nonresidential zoning districts and Planned Unit developments (PUD), respectively. The
subject site's underlying zoning designation of Commercial General 1 (CG-1) and the
requested Planned Unit Development (PUD) overlay rezoning both require a minimum
one (1)-acre site area. Staff supports the Applicant's requested waiver. As a
redevelopment project, the site is constrained by its current size of 0.80-acres due to the
past expansion of U.S. Highway 1. The proposed redevelopment of the site from an
existing fast food restaurant to a bank/financial institution will be an overall improvement
and more compatible with the adjacent properties. The Applicant is proposing to demolish
the existing 2,806 square foot fast food restaurant and construct a new 3,450 square foot
bank. Public safety will be increased through the redesign and improvement to the site's
ingress/egress from U.S. Highway 1, on-site traffic circulation, and infrastructure. Other
improvements include improved landscaping, road shoulder beautification, a reduction in
impervious surface area, and an increase in open green space. Staff recommends
approval.
6) The Applicant is requesting a waiver to City Code Section 78-344(h), Entrances and Exits,
which requires at least 100 feet, or as otherwise approved by the City Engineer, of off-
street stacking distance be provide between the edge of the right-of-way and the nearest
intersecting drive aisle of parking lot or location of a conflicting traffic movement. Through
the redesign of the subject site the Applicant is proposing to have approximately 70 feet of
off-street stacking distance between the property line and the first conflicting traffic
movement. The 70 feet of off-street stacking distance is an improvement over the existing
off-street stacking distance for the current site which only has approximately 40 feet. Staff
supports the Applicant's requested waiver. The 70 feet of stacking distance proposed by
the Applicant is an improvement over the existing site conditions of the fast food
restaurant which only provides approximately 40 feet of stacking distance. In addition,
there is an additional 20 feet of off-street stacking distance between the subject site's
property line and the actually driveway apron that abuts the U.S. Highway 1 travel lane.
The City Engineer has reviewed and approved the Applicant's proposal. Staff
recommends approval.
7) The Applicant is requesting a waiver from City Code Section 78-345(d)(3), Increase in
Parking Spaces, which requires any request for an increase of parking spaces equal to or
greater than ten (1 0) percent of the required parking be approved by a waiver. City Code
requires a bank/financial institution to have one (1) parking space per 250 gross square
feet of building area. Therefore, the site is required to have a total of 14 parking spaces.
The Applicant is requesting an additional ten (1 0) parking spaces above the 14 required
for a total of 24 parking spaces. Staff supports the Applicant's requested waiver. The
additional parking spaces are to accommodate the bank's seven (7) employees and
customer base. The Applicant has designed the site to accommodate almost 40 percent
open space and provided double the amount of landscaping points required. Staff
recommends approval.
CONSISTENCY WITH COMPREHENSIVE PLAN
Meeting Date: August 13, 2013
Petition: PPUD-13-02-000028
Page 9 of 10
The proposed rezoning is consistent with the overall intent of the goals, objectives, and
policies of the City's Comprehensive Plan. An example of some of the goals, objectives, and
policies, which are consistent with and furthered by the proposed PUD, are listed below.
Future Land Use Element
Goal 1.1: Continue to ensure a high quality living environment through a mixture of
land uses that will maximize Palm Beach Gardens' Natural and Manmade Resources
while minimizing any threat to the health, safety, and welfare of the City's citizens that
is caused by incompatible land uses and environmental degradation, by maintaining
compatible land uses, which consider the intensities and densities of land-use
activities, their relationship to surrounding properties, and the proper transition of
land uses.
Objective 1.1.3: Maintain land development regulations to manage future growth and
development in a manner that provides needed facilities and services, protects
environmental resources, and encourages infill and redevelopment of the eastern
portion of the City.
Policy 1.1.1.7.: Commercial (C):
The Commercial category is intended to accommodate a wide range of retail and
general commercial uses. The predominant uses range from stores offering frequently
needed goods and services to nearby neighborhoods to those serving a regional
market. A representative sample of uses include personal services, banking and
offices, retail stores, nurseries, printing and publishing, auto repair, and medical and
dental clinics and is more specifically defined in the City's Land Development
Regulations. The specific regulations and uses associated with development within
the areas designated Commercial will be determined during the zoning of the
properties. The compatible zoning districts for this category shall be the PO, CN, CG1,
and CG2 zoning districts.
The Commercial category depicts existing commercial uses and proposes future
commercial areas at primary intersections and shall not be located adjacent to
residential low property, unless buffered by an extended setback, or a natural or
physical barrier. Commercial land uses are encouraged to be located adjacent to
industrial uses, or transitional uses, such as land designated professional office,
mixed use development, recreation and open space, public, or residential high when
adequate buffer is provided. Commercial is encouraged to co-locate with other land
designated with Commercial, Mixed Use Development, or Industrial land use
categories. Commercial shall be located in areas that are directly accessible to a Major
or Minor arterial, where water supply and wastewater collection services are provided,
where police and fire service are provided economically, and where the commercial
uses are spatially separated from residential categories, as required by the City's Land
Development Regulations.
Meeting Date: August 13, 2013
Petition: P P U D-13-02 -000028
Page 10 of 10
Commercial land uses will be limited in intensity to a maximum lot coverage of 35% of
the site and a maximum building height of 50 feet. The Land Development Regulations
may further restrict intensities.
The subject site is approximately 0.80-acres and currently has a Commercial (C) future land
use designation. The site is bound on three (3) sides by parcels with (north, east, and south)
Commercial, Residential, Commercial land uses. The proposed bank/financial institution use
is compatible with the surrounding developments. The proposed project supports the intent of
the Commercial (C) land-use designation.
REZONING ANALYSIS
The proposed rezoning to a Planned Unit Development (PUD) overlay is consistent with the
City's Land Development Regulations (Section 78-154) and Comprehensive Plan, as stated
above. Rezoning the parcel from Commercial General 1 (CG-1) to a PUD overlay and
maintaining the existing underlying zoning of CG-1 is consistent with the surrounding zoning
designations.
COMMENTS FROM THE DEVELOPMENT REVIEW COMMITTEE (DRC)
On March 13, 2013, the subject petition was reviewed by the DRC. At this time, all
comments related to the project have been satisfied.
MINOR CONDITIONAL USE
The subject site has a zoning designation of Commercial General1 (CG-1). The CG-1 zoning
designation is proposed to remain as the underlying zoning district with a Planned Unit
Development (PUD) overlay. A bank/financial institution with a drive-through located within a
CG-1 zoning district is classified as Minor Conditional Use pursuant to Section 78-159, Table
21: Permitted, Conditional, and Prohibited Uses. On July 18, the DRC Committee voted to
approve the bank/financial institution with a drive-through as a minor conditional use on the
subject site contingent upon the City Council's approval of the development order and site
plan.
STAFF RECOMMENDATION
Staff recommends APPROVAL of petition PPUD-13-02-000028.
Location Map
11340 U.S. Highway 1
CITY OF PALM BEACH GARDENS
DEVELOPMENT APPLICATION
Plannin g and Zoning Department JJPttb -!3 -lJ~-ooocr:J.a
CITY O F PALM BEACH GARDENS
1050 0 N orth M ili tary Trail
Palm Beach Garden s, FL 33410
(561) 799-4243 Fax (561) 799-4281
Request:
/Planned Commun ity Developmen t (PCD)
/Pl anned Unit Deve lo pment (PUD)
I Ame ndm ent to PCD, PUD or Site Plan
17 Co nditio nal Us e
f-Am endm ent t o t he Comprehens ive Plan
! Adminis trative Ap proval
! Admi nis trati ve Ap peal
Project Name: Chase Bank US 1 and PGA
Owner: Golden Palm Beach Investment, Inc
/An nexation
[7 Rezoning
17 Si te P lan Rev iew
r-con currency Certificate
/Time Ex t en si on
/Mi sce lla neo us
!Othe r ~-
Date Subm itted :
Applicant (if notOwner):JP Morgan Chase, NA (Leasehold Interest Holder)
240 East Palmetto Park Rd, 2nd Floor
Applicant's Address : Boca Raton, FL 33432
Agent:C raig Carden -Core States Group
Contact Person : -=-C.:...:::ra=igz._C::..:a=-=-rd=-=e::_:_n:____ _____ _
TelephoneNo. 954-665-6933
E-Mai l : CCarden@core-eng .com
Agent's Mailing Add ress :3902 Corpore x Park Drive , Suite 600 Tampa FL 33619
Age n t's TelephoneNumber:_81_3_-4_9_0_-1_7_55 _________________ _
FOR OFFICE USE ONLY
Petiti o n N u m b e r: ______ _ Date & T im e Receive d: ______ _
Fees Received
Application $ En ginee r i ng$ _________ _
Receipt Numbe r: ________ _
NING&z
A h . Phillip Pryor rc 1tect: --------------------------------------------------------
E . Core States Group ngmeer: -------------------------------------------------------------
Planner: N/A ---------------------------------------------------------
. Simply Verde LandscapeArch1tect: -----------------------------------------------------
Site Information: Note: Petitioner shall submit electronic digital files of
approved projects. See attachment for details.
G I L . 0.1 miles south of the intersection of US 1 and PGA Boulevard enera ocat1on: ------------------------------------------------------
Add 11340 US Highway 1 Palm Beach Gardens ress:
S . 52 T h. 43 R 42 ect1on: owns 1p: ange: -------------------------------------------
P C I N b ( ) 52-43-42-04-00-007-0030
roperty ontro u m er s : -----------------------------------------------
A 0.80 C z CG-1 R dZ . PUD creage: urrent oning: equeste onmg: -----------------------------------
Flood Zone_z_on_e_c _______ Base Flood Elevation (BFE) -to be indicated on site plan ______ _
C C h . PI L d U D . . Commercial urrent ompre ens1ve an an se es1gnat1on: --------------------------------
E . . L d U Commercial R d d no change x1stmg an se: equeste Lan Use: ----------------------------------------
P d U ( ) . h I . I f .1 .d Drive up Bank ropose se s 1.e. ote , smg e am1 y res1 ence,etc.: ________ __
3,450 SF Proposed Square Footageby Use: --------------------------------------------
ProposedNumberandType of Dwelling Unit(s) i.e. single family, multifamily, etc. (if applicable):
ri/a
2
Justification
Infonnation concerning all requests (attach additional sheets if needed.)
{Section 78-46, Application Procedures, Land Development Regulations.}
1. Explain the nature of the request: Please see attached Justification Statement.
2. What will be the impact of the proposed change on the surrounding area?
Please see attached Justification Statement.
3. Describe how the rezoning request complies with the City's Vision Plan and the following elements
of the City's Comprehensive Plan-Future Land Use, Transportation, Housing, Infrastructure,
Coastal Management, Conservations, Recreation and Open space, Intergovernmental Coordination
and Capital Improvement.
Please see attached Justification Statement.
3
4. How does the proposed project comply with City requirements for preservation of natural
resources and native vegetation (Section 78-301, Land Development Regulations)?
Please see attached Justification Statement.
5. How will the proposed project comply with City requirements for Art in Public Places (Chapter
78-261, Land Development Regulations)?
Please see attached Justification Statement
6. Has project received concurrency certification?
No
Date Received:!
legal Description of the Subject Property
(Attach additional sheets if needed)
Or see attached deed for legal description.
location
The subject property is located approximately _0 ·_1 _~mile(s) from theintersectionof US 1 and
_P_G_A_B_o_u_le_v_a_rd _______ , on thej I north,Q east,[{]southUwest side of_u_s_1 ____ _
(street/road). --------------------
4
I .
Statementof Ownership and Designationof AuthorizedAg<
Before me, the undersigned author ity, personally appeared A~l_b_ert_o_L_·1 _____ _
Golden Palm Beach I n vestment~· who, being by me first duly sworn, cin oath deposed and says:
1. That he/she is the fee simple title owner of the property described in the attached
Legal Description.
2. Th I I I . t ' a Rezone/Development Order/Conditional Use at 1e s 1e ts reques mg in the --------------------
City ofPalm Beach Gardens, Florida.
3. That he/she has appointed Craig Carden -Core States Group
as authorized agent on h is /her behalf to accomplish the above project.
9401 SW 150th St
Street Address
P. 0. Box
305-321-8882
TelephoneNumber
li157@bellsouth.net
E-mail Address
Alberto Li
By: Name/Title
Miami, FL 33176
City, State, Zip Code
Fax Number
11th of February, 2013 Sworn and subscribed beforemethis ___ -,..-';'1P:V
m·f~~'t'''•• MARLO E. DIEGUEZ
I ~ Notary Public • State of Florida
~· • •i My Comm . Expires Apr 25, 2014
~1...., ill Commlaalon II DD 984306 '•,t;,c:r.~,,,,,•' Bonded Through Nat• Notary Assn .
My Commission expires:
5
to act
Applicant's Certificatio n
IIW e affirm and certify that Ilwe understand and will comply with the land development regu lations of
the City of Palm Beach Gardens , Flori da. I We further certify that the statements or diagrams made on
any paper or p lans submitted here with are true to the best of my/our knowledge and be lief. Further,
I/we understand that this application, attachments , and applicati on filing fees become a part of the
official records of the City ofPalm Beach Garden s , F lori da, and are not returnab le.
Applicant is :
l Owner
I Option ee
I Lessee
[7 A gent
I C ontract Purch aser
$Jgnatll of Applicant
Craig Carden
Pr int Nam e of Applicant
3902 Corpore x Park D rive Suite 600
Stree t Add ress
Tampa, FL 33 619
City, St ate, Zip Code
81 3-490-1755
Te lepho n eNumber
813-490-1759
Fax Numbe r
CCarden@core-eng .com
E-Mail Ad dress
6
Palm Beach Gardens Planning and Zoning Department
10500 North Military Trail, Palm Beach Gardens, FL 33410
. 561-799-4230
Permit# __________________________________ __
Financ i al Responsibility Form
T he owner understands that all City-incurred professional fees and expenses associated with the
processing of this application request are ultimately the responsibility of the owner. A security
deposit shall be deposited in an interest-bearing account with any accrued interest to be retained by the
City of Palm Beach Gardens.
The owner and/or designee shall be invoiced on a monthly basis for professional fees such as, but not
limited to, consultant engineering services, legal services, advertising costs, and/or any other costs
attributable to the processing of the permit for which the City incurred during the previous month. The
owner and/or designee shall reimburse the City within thirty (30) days from date of invoice. If payment is
not received, the City may utilize the security deposit for re-imbursement purposes. All activities related
to the pending permit(s) will cease until any outstanding invoices are paid.
The owner/designee further understands that transfer of this responsibility shall require a
completed form, signed and notarized by the responsible party, and delivered to the City Planning
and Zoning Department if the name and/or address of the responsible party changes at anytime
during the application review process.
~?. LP _2-_1_1_-1_3 ______ _
Owner signature ~ Date
Golden Palm Beach Investment, Inc. by Alberto Li
Owner printed name Property Control Number
DESIGNEE/BILL TO:
Core States Group
4191 Pleasant Hill Road Suite 400
Acceptance Signature
Duluth, GA 30096
NOTARY ACKNOWLEDGEMENT
STATE OF FLORIDA
COUNTY OF ,t\\AlAl O~tf:
I hereby certify that the foregoing instrument was acknowledged before me this jJ_ day of
February , 20j2, by _A_Ib_e_rt_o_L_i _______ _
tomeo~ed
otary public s1gnature
Printed name
State of ______ at-large My Commission expires: 1,;( lf1 '!;;>tV
engineering
architec ture
prograrn n;onogernent
d e velopment se rv ices
July 18, 2013
Palm Beach Gardens Planning and Zoning Department
10500 North Military Trail
Palm Beach Gardens, FL 334 10
construc!lon se rv ices
Re: Chase Bank N o. 3742 9-US 1 a nd P GA Bouleva rd
Justification Statemen t
To Whom It May Concern:
On behalf of JPMorgan Chase, Core States Group ("CSG") is providing the following letter in
support of the proposed redevelopment of the parcel located at 11340 US Highway 1 in Palm
Beach Gardens (PCN: 52-43-42-04-00-007-0030) into a new Chase Banlc The proposed
improvements on the subject parcel will include the demolition of the existing 2,806 SF fast food
restaurant and related appurtenances, and the construction of a new 3,450 SF Chase Bank with a
remote two (2) lane drive thru.
The subject parcel is bounded to the north by a commercial car wash within the Village of North
Palm Beach, to the east by the Twelve Oaks residential deve lopment in the Village ofNorth Palm
Beach, to the south by a commercial hotel development, and to the west by the US Highway I
Right-of-Way.
Based on a pre-application meeting held on January 6, 2013, the aforemention ed project will
require the following approvals:
1) Development Order -To approve a new Site Plan layout
2) Minor Conditional Use -To allow for a two (2) lane drive thru.
3) Rezone from General Commercial to Planned Unit Development -To allow for the
redevelopment of the subject parcel and to approve the following waivers:
a) Waiver 1: Reduce rear set back from ninety (90) feet to fifty-two (52) feet. [Sec. 78-
153.(6)]
b) Waiver 2: Reduce rear landscape buffer from fifteen ( 15) feet to twelve and a quarter
(12 .25) feet. [Sec. 78-319.(a)(l)]
c) Waiver 3: To allow for a monument sign on the subject parcel. [Sec . 78-285, Table 24]
d) Waiver 4 : To reduce the required minimum lot area for a PUD from one (1) acre to 0.80
acres. [Sec. 78-153, Table 12]
e) W aiver 5: R educe the ingress stackin g distance f rom o n e hundr ed (100) to sev enty (70 )
fe et ~Sec 18-144 (b~]
f) Waiver 6 : To allow fo r ten (1 0) additi onal p arking spa ces abov e t he code maximum .
[S ec. 78-345.(d )(l)]
g)
www.core--eng.com
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Stan dar ds for D ev elopment Ord ers and R ezones
Section 7 8-46, A pplications Procedures, ofth e C ity of P alm Beach Gardens Code of Ordinance s
and page three (3) of the Development Order application provides standards for Development
Orders and Rezones. Below is a point by point justification based on these standards f or the
proposed development:
• Explain the nature of the request.
As stated above, the proposed project will consist of the demolition of the exist in g fast
food rest aurant and related appurtenances and t he construction of a new 3,450 SF Chase
Bank with two (2) remote drive thru lanes . The driveway connection to US Highway 1
will be modified to accommodate the proposed improvements. New internal drive ais les
and parking will be constructed onsite. The proposed building is anticipated to reuse the
existing points of connection for sanitary sewer service. A watermain will be relocated
a long US Highway 1 and a new potable service will be installed. A relocation of the
existing electrical transformer serving the fast food restaurant will be required to facilitate
the proposed deve lopment. In addition, to accommodate the stormwater runoff from the
proposed development, a series of underground exfiltration trenches designed to meet the
requirements of the City and the South Florida Water Management District (SFWMD)
will be installed onsite. The improvements will include retaining walls to facilitate
historic drainage patterns from the adjacent developments and an eastern screen wall to
the adjacent residential area. The project includes new landscaping, tree removal, a new
irrigation system and an overall increase in open space of approximately fifteen (15)
percent.
• What will be the impact of the proposed change on the surrounding area?
The proposed redevelopment will not have any adverse impacts on the surrounding
community. The stormwater runoff from the existing site currently sheet flows away
from the building and into adjacent properties. The proposed improvements will provide
a stormwater management system to collect and convey this runoff to a stormwater
management system in order to minimize any impact to the surrounding area. The north
and south perimeter open space will follow historic drainage pattern to the eastern
property in order to facilitate existing off site conveyance. In addition, the new building
will provide an aesthetically appealing building and landscaping that will help promote
the City's character. The proposed project is a less intense use with better hours of
operation compatible with surrounding uses.
• Describe how the rezoning request complies with the City's Vision Plan and the
following elements of the City's Comprehensive P lan-Future Land Use , Transportation,
Housing, Infrastructure, Costal Management, Conservations, Recreation and Open
space, Intergovernmental Coordinat ion and Capital Improvem ent.
Future Land Use-The pr oposed improvem ents comply with t h e Goals set in the Future
Land Use section of t he City 's Comprehen sive P lan. The proposed r ezone wi ll not
change the existing F uture L and Use and will remain c ompatib le with the surrounding
u se s.
P a g e 2 of 15
June 18, 2013
Transportation -As detailed in the accompanying Traffic Analysis performed by Land
Development South, the proposed development will decrease the trips on the
transportation infrastructure.
Infrastructure -The proposed development will not create any additional strain on the
existing potable water or sanitary sewer service . In addition, the proposed development
will reduce the amount of solid waste generated by this parcel due to the change from a
fast food restaurant to a fmancial institution that utilizes a private haul away service for
its confidential documents and general refuse generated by employees and customers.
Costal Management -In compliance with the goals stated in the Costal Management
section of the City's Comprehensive Plan, the proposed improvements will be designed
in such a manner as to protect the Costal Planning Area and minimize the damage to the
community from hurricanes and other natural disasters and hazards. This will include the
design of a stormwater system that will comply with the quality and quantity
requirements of the various Authorities Having Jurisdiction.
Recreation and Open Space -The proposed improvement will provide adequate
landscape buffers and open space to meet and/or exceed the minimal requirements as set
forth by the City. The proposed development will result in an overall increase in open
space of approximately fifteen (15) percent. Although a reduction in the landscape buffer
along the rear property line is requested, the buffer will include the required amount of
landscaping and a six (6) foot block wall for added screening. This block wall will
actually be perceived as approximately eleven (11) feet tall from the adjacent residential
development due to the change in grades.
Intergovernmental Coordination -CSG will work with all Authorities Having
Jurisdiction, including, but not limited to, The City of Palm Beach Garden, the Village of
North Palm Beach, Seacoast Utility Authority, SFWMD and the Florida Department of
Transportation to meet and/or exceed all governmental regulations.
Capital Improvement -The proposed development is not anticipated to result in changes
to the current five (5) year schedule of capital improvements for the City as detailed in
the current Comprehensive Plan.
• How does the proposed project comply with City requirements for preservation of natural
resources and native vegetation (Section 78-301, Land Development Regulations)?
It has been determined by the Forestry Department that the existing vegetation is not of
significant value and that the best course of action is to select new vegetation that works
with the current Site Plan. The proposed development will mitigate for any existing trees
proposed to be removed to accommodate the improvements as required by the City Code
of Ordinances. This site does not contain natural resources and results in an increase in
open space by approximately fifteen ( 15) percent.
• How will the proposed project comply with City requirements for Art in Public Places
(Chapter 78-261, Land Development Regulations)?
Since the proposed vertical construction is not anticipated to cost more than
$1,000,000.00, the proposed development will not be required to comply with the City
requirements for Art in Public Places as detailed in Section 78-261 of the City's Code of
Ordinances.
Page 3 of 15
June 18 , 2013
As detailed above, it is CSG's professional opinion that the proposed development meets and/or
exceeds the criteria for a Development Order and a Rezone.
Minor Conditional Use
Included in the proposed development is a request for a two (2) lane drive thru which will require
a Minor Conditional Use. Section 78 -52 ofthe City ofPalm Beach Gardens Code of Ordinances
lists thirteen (13) criteria for a Minor Conditional Use. Provided below is a point by point
justification based on these criteria and how the requested use complies with each.
• Comprehensive Plan. The proposed use is consistent with the comprehensive plan.
The proposed use will be consistent with the Comprehensive Plan of the City. The
development of a subject parcel to a higher standard is a paramount objective ofthe
Comprehensive Plan.
• Chapter Requirements. The proposed use is consistent with all applicable requirements
of this chapter.
Due to constraints naturally occurring on the subject parcel, the proposed remote drive
thru canopy is consistent with all but one portion, rear building setback, of the Chapter 78
-Land Development Regulations. A waiver for the reduction in the required setback is
being requested and is detailed in subsequent sections of this letter.
• Standards. The proposed use is consistent with the standards for such use as provided in
section 78-159.
The proposed use is consistent with the requirements as outlined in Chapter 78, Section
159.j.29 for a bank or financial institution located within a CG-1 zoning district. The
proposed two (2) lane remote drive thru is located at the rear of the property. In addition,
the proposed point of service for the drive thru lane closest to the eastern property line is
separated from the residential property line by approximately fifty-eight (58) feet. The
distance from the point of service to the closest residential habitable structure is
approximately 15 3 feet.
• Public Welfare. The proposed use provides for the public health, sqfety, and welfare by:
o Providing/or a sqfe and effective means of pedestrian access.
The proposed development includes a new sidewalk connection from the
proposed building to the existing sidewalk within the US Highway 1 Right-of-
Way. The current Site Plan includes a bike rack for the use of the general public.
o Providing/or a safe and effective means of vehicular ingress and egress.
Ingress and egress for the subject parcel is provided by a new driveway
connection to US Highway 1. The existing connection is being improved by
reducing the width and aligning with the dedicated left tum for southbound US
Highway 1 vehicles. This connection will provide access to the site for
northbound travelers on US Highway 1 by allowing for vehicles to make a right
tum into the site. Given there is not a dedicated tum lane for the subject parcel, a
stacking distance of seventy (70) fee t is pr ovided prior to the first point of
conflict. Egress fro m the subject par cel w ill be v ia a right-tum only exit onto U S
Hig hway 1.
Page 4 of 15
June 18,2013
Based on the Palm Beach County Land Development Design Standards Manual,
Section 300 Driveway and Other Turnouts, attached herein for your refer ence,
the proposed development will provide more than enough ingress stacking.
According to Palm Beach County, the subject parcel would be classified as an
intermediate driveway because the resulting average daily trips generated from
the proposed development (511 trips) is greater than 500 but not more than
2,000. As a result, the proposed driveway would only require a fifty (50) foot
ingress stacking distance from the right-of-way line, page 300-4 .
In addition to the Palm Beach County driveway criteria, the proposed
development exceeds the minimum requirements of the Florida Department of
Transportation's (FDOT) Driveway Information Guide, sections of which have
been attached for your reference. Per the FDOT requirements, a small strip
shopping center would be required to provide a driveway length of fifty (50) feet
per exhibit 36, Page 49. Based on the proposed use and the size, this project
should be considered a smaller commercial development which requires a
driveway length of thirty (30) feet. As detailed above, the proposed driveway
was revised to provide seventy (70) feet of ingress stacking, a forty ( 40) percent
increase over the minimum stacking distance as required by both the FDOT and
Palm Beach County.
Based on the Traffic Statement, the maximum peak hour volume of fourteen (14)
cars making a right tum northbound from US Highway 1 is on average, one ( 1)
car every 4 .29 minutes. The ninety (90) foot ingress stacking proposed would
provide for five ( 5) cars prior to a conflict on US Highway 1. This would mean
that on average, 21.5 minutes would transpire before this condition was
experienced. It is highly unlikely this scenario would occur prior to a conflict
being resolved within the proposed parking lot.
o Providing/or an adequate roadway system adjacent to and in .front of the site.
Given that the proposed development will be a less intense use than existing, it is
anticipated the roadway system adjacent to and in front of the subject parcel, US
Highway 1, will provide adequate capacity to ensure the safety of the general
public. This is validated by the accompanying Traffic Statement.
o Providing for safe and efficient onsite traffic circulation, parking, and overall
control.
The proposed traffic circulation around the building and drive thru was designed
to ensure the safety of the general public. Adequate safety control measures,
including stop signs, pavement markings, wheel stops, raised curb, and handrails,
ar e proposed to hel p promote a safe environment for the general public.
o Providing adequate access for public safety purposes, includingfire and police
protection.
The proposed layout, including the fourteen (14) foot bypass lane around the
drive thru and driveway connection configuration, was reviewed by the local Fire
Department and was determined to be acceptable. The subject parcel was also
Page 5 of 15
June 18,2013
designed to be compliant with the Crime Prevention Through Environmental
Design guidelines.
• Screening and buffering. The proposed use utilizes such techniques as landscaping,
screening, buffering, site or building design or business operation procedures to mitigate
impacts on surrounding properties, including such impacts as:
o Noise
Any noise created from the proposed drive thru will be buffered via the proposed
landscape and screen wall along the eastern property line. The proposed use is a
low volume noise generator.
o Glare
The proposed use will not create additional glare that would impact the
surrounding properties. The proposed drive thru will be screened from the view
of adjacent properties by a screen wall to the east and landscaping to the north
and south. A photometric plan is provided that shows light trespass is within the
acceptable level by code while providing the required levels of lighting for
security purposes.
o Oder
The proposed drive thru will not result in odorous adverse impacts to the
surrounding properties.
o Ground-, wall-, or roof-mounted mechanical equipment
The proposed drive thru will have two (2) ground mounted ATM's and two (2)
ground mounted VAT tubes under the canopy. The equipment will be screened
from the public by a combination of landscaping, a screen wall, and the
orientation of the canopy with relation to the proposed building.
o Perimeter, interior and security lighting
The proposed site lighting is designed to minimize trespass onto the adjacent
properties while providing the require levels of lighting for security purposes.
o Signs
The proposed signage on the drive thru canopy is limited to directional signage
and will not create an adverse impact on the adjacent properties.
o Waste disposal and recycling
The proposed drive thru will not generate any refuse and therefore will not
require additional screening.
o Outdoor storage of merchandise and vehicles
The proposed drive thru will not result in the outdoor storage of merchand ise or
vehicles. The vehicles that do use the drive thru will be screened from adjacent
properties by landscaping and a screen w all t o the east.
Page 6 of 15
June 18,2013
o Visual impact
The proposed drive thru is configured such that only a portion of the canopy
structure will be visible from US Highway 1 and the adjacent properties. In
addition, the proposed canopy will be constructed so that it is architecturally
compatible with the proposed building.
o Hours of operations
The proposed drive thru vat tubes will be operational during the normal business
hours for the proposed bank and the proposed ATMs will be available to the
general public twenty-four (24) hours a day. These hours of operation are not
anticipated to cause an adverse impact on the surrounding properties because of
the screening provided by the proposed screen wall and landscape as well as the
security measures implemented including video cameras, lighting , and mirrors.
• Utilities. The proposed use minimizes or eliminates the impact of utility installation,
including underground and overhead utilities, on adjacent properties.
The proposed use will not require the installation of any additional utilities on the
adjacent properties. All proposed utilities will be installed underground.
• Dimensional standards. The proposed use meets or exceeds all dimensional
requirements required by the Chapter.
The proposed drive thru meets the majority of the dimensional requirements as stated in
Chapter 78, Land Development Regulations. However, due to the existing size and
configuration of the subject parcel, the required building setback to the rear property line
cannot be meet and a waiver is being requested to mitigate for this deficiency.
• Neighborhood plans. The proposed use is consistent with the goals, objectives, polices,
and standard of neighborhood hood plans.
The proposed use is not located within a special neighborhood as outlined in the Palm
Beach Gardens Code of Ordinances.
• Compatibility. The overall compatibility of the proposed development with adjacent and
area uses, and character of area development.
Based on the surrounding developments, including, but not limited to, a commercial
hotel, a walk in bank, general commercial retail stores, and a car wash, the proposed use
is compatible with the surrounding area. In addition, the intensity of the proposed
development does not exceed that of the surrounding parcels.
• Patterns of development. The proposed use will result in logical, timely, and orderly
development patterns.
The proposed use will allow for a logical development of the area by providing the
surrounding community with a convenient and easy point of service for their banking
needs. In addition, the requested use would be an orderly development because it would
be the only bank drive thru within the immediate area and therefore would not create an
area oversaturated with similar uses. In addition, the improvements will add value to the
land that has been developed and upgrade p roperty near the City jurisdict ional
boundaries .
P age 7 o f 15
June 18,2013
• Purpose and intent. The proposed use will be in harmony with the general purpose and
intent of this chapter and the goals, objectives and policies of the City.
The general purpose and intent of Chapter 78, Land Development Regulations, is to
allow for the development of parcels in such a manner as to provide an overall increase in
the surrounding community. The proposed use will provide the community a service that
is not offered within the general vicinity of the subject parcel and one that will provide a
convenience to the general public.
• Adverse impact. The design of the proposed use and structures will minimize any
adverse visual impacts caused by the intensity of the use.
As described above, the proposed drive thru will be screened from view through a
combination of landscaping and location that reduces any visual impact to the
surrounding area. In addition, the proposed drive thru canopy will be architecturally
compatible with the proposed building, which in tum, reduces any adverse visual impacts
cause by the proposed use.
• Environmental impact. The design of the proposed use minimizes any adverse impacts
that may be created, including impacts on environmental and natural resources including
air, water, stormwater management, wildlife, vegetation, and wetlands.
The proposed use and the proposed overall development will include a stormwater
management system that provides treatment and reduces the runoff from the subject
parcel. In addition, the landscape buffer along the southern property line and the overall
site were designed to preserve as many existing trees as possible, reducing the
environmental impact of the proposed use and overall development. The proposed
development also results in an increase of open space by approximately fifteen ( 15)
percent.
Based on the above listed Conditional Use Criteria, it is Core States professional opinion that the
proposed use meets the requirements for Minor Conditional Use.
Waivers
As referenced above, the proposed development will include a request for seven (7) waivers in
order to facilitate the improvements depicted on the accompanying construction plans. Pursuant
to Chapter 78, Section 158.i, a waiver request must comply with eleven (11) criteria in order to be
approved by the City Council. Provided below is a point by point justification based on these
criteria and how the requested waivers, listed below, meet each.
~ Waiver 1: Reduce rear set back from ninety (90) feet to fifty-two (52) feet. [Sec. 78-
153.(6)]
~ Waiver 2: Reduce rear landscape buffer from fifteen (15) feet to twelve and a quarter
(12.25) feet. [Sec. 78 -186(b)(IO)(a)(1)]
~ Waiver 3: To allow for a monument sign on the subject parcel. [Sec. 78-285, Table 24]
~ Waiver 4: To reduce the required minimum lot area for a PUD from one (1) acre to 0 .8 0
acres. [Sec. 78-153, Table 12]
Page 8 of 15
June 18, 2013
);> Waiver 5: Reduce the ingress stacking distance from one hundred (100) to se venty (70)
feet. [Sec . 78-344.(h)]
);> Waiver 6: To allow for ten (10) additional parking spaces above the code maximum.
[Sec . 78 -345 .(d)(l)]
);> Waiver 7: To allow proposed screen wall offset two (2) feet from eastern property line.
[Sec . 78 -186(b)(10)(a)(l)]
• The request is consistent with the City's Comprehensive Plan.
Waivers 1-7
The requested waivers are consistent with the intent of the City's Comprehensive Plan.
The intent of the Plan is to allow for the prompt development of land in a manner that is
safe and beneficial to the community as a whole . The requested waivers are required in
order for the subject parcel to be developed to its fullest potential while providing a
community centered place of business and maintaining public safety.
• The request is consistent with the purpose and intent of this section.
Waiver 1:
The requested waiver to reduce the rear building setback to fifty-two (52) feet is
consistent with the intent of Chapter 78, Land Development Regulations. Although the
required building setback is ninety (90) feet from the eastern property line due to the
adjacent residential area, the nearest inhabited structure is approximately ninety-six (96)
from the southern property line, resulting in a 14 7 .5 foot separation of the nearest
residential structure and the proposed remote drive thru canopy. The next closest
residential structure is eighty (80) feet from the southern property line and 155 feet from
the proposed remote drive thru canopy. In addition, the proposed main building is
located the required ninety (90) feet from the property line, providing additional
separation.
Waiver2:
The reduction in the rear landscape buffer is consistent with the intent of the Land
Development Regulations in that the proposed landscape buffer will provide adequate
buffering between the subject parcel and the residential parcel to the east. The proposed
buffer will include a six ( 6) foot tall concrete block wall (eleven ( 11) feet tall as viewed
from the residential property) that will provide additional screening of the subject parcel
from the residential development to the east. In addition, the green space provided in this
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twenty-five (25) foot wide open space landscape island is proposed between the point of
service for the drive thru and the stacking lane which further screens/buffers the propo se d
drive thru canopy. Furthermore, a twelve (12) to fifteen (15) ficus hedge and a chain link
fence exists on the re sidential property directly adjacent to the east boundary.
Page 9 of 15
June 18,2013
Waivers 3 -5
The requested waivers 3, 4 and 5 are required in order to develop the subject parcel into a
functional and community friendly development. Due to the small size of the subject
parcel, the minimum frontage required for a monument sign, minimum lot area, and
ingress stacking cannot be provided. However, the subject parcel was designed with the
intent of providing a request that was as close to the requirement as possible, while
maintaining a safe and logical overall site layout and circulation.
Waiver6
The requested waiver is consistent with the intent of the Land Development Regulations
in that it is required to provide the adequate parking for both customers and employees
while maintaining a safe and efficient traffic circulation pattern.
Waiver 7
The requested waiver to reduce the wall offset by two (2) feet is consistent with the intent
of the Land Development Regulations because it will still provide the required screening
while allowing for the eastern landscape buffer to be planted as required by code and by
providing a better alignment with the existing wall and fences on the adjacent properties .
The existing twelve (12) to fifteen (15) foot tall ficus hedge directly adjacent to the
proposed wall will provide the landscaping required on the outside of the wall. By
reducing the setback, security is improved by limiting the ability of abnormal users or
transients to hide or camp in this secluded area.
• The request is in support of and furthers the City's goals, objectives, and policies to
establish development possessing architectural significance, pedestrian amenities and
linkages, employment opportunities, reductions in vehicle trips and a sense of place.
Waivers 1 -7
The requested waivers will be necessary in order to allow for the proposed
redevelopment of the subject parcel. With the development of the subject parcel, the
existing structure will be replaced with a more visually pleasing building while reducing
the number of trips to and from the subject parcel due to the reduction in intensity. In
addition, the proposed development will generate new, high wage jobs for the local
community.
• The request demonstrates that granting of the waiver will result in a development that
exceeds one or more of the minimum requirements for P UD 's.
Waivers 1 -7
With-the gt anting of the afurementioned--wa:ivers, the-proposed-development will exceed
the minimum requirements of other sections of the Land Development Regulations . With
the granting of the requested waivers, the proposed development will provide
approximately forty ( 40.00) percent open space, which is well above the required fifteen
(15) percent. In addition, the proposed landscape buffers in all areas except the r ear, are
larger that r equired per the Land Development Regulations . This in tum will also result
P age 10 of 15
June 18, 2013
in additional landscape throughout the development that will increase the overall appeal
of the subject parcel.
• The request for one or more waivers results from innovative design in which other
minimum standards are exceeded.
Waivers 1-7
Due to existing constraints on the parcel, parcel size and layout, and the limitation placed
of the parcel by the Land Development Regulations, the design of the subject parcel
required a creative use of space. The minimum building square footage and drive thru
lanes of the client's business model were incorporated to provide additional open space
and landscape area. Existing vegetation was preserved where practical to provide a
mixture of mature and new vegetation. However, not all portions of the Land
Development Regulations could be incorporated into the proposed design and therefore,
the above referenced waivers will be necessary. In addition, given that the subject parcel
does not currently have a stormwater management system, the improvements were
designed to provide storm water treatment and controlled discharge of runoff from the
impervious surfaces.
• The request demonstrates that granting of the waiver will result in preservation of
valuable natural resources, including environmentally sensitive lands, drainage and
recharge area and coastal areas.
Waivers 1-7
The subject parcel currently does not have a stormwater management system and as a
result, the runoff from the existing impervious area sheet flows away from the existing
building and into the adjacent properties and the US Highway 1 Right-of-Way. By
granted the requested waivers, the subject parcel can be developed and a stormwater
management system can be constructed to reduce and treat the runoff into the adjacent
properties. No wetlands or other environmentally sensitive lands are located on the
subject parcel and therefore, the proposed development will not adversely impact these
lands.
• The request clearly demonstrates public benefits to be derived, including but not limited
to such benefits as no-cost dedication of rights -of-way, extensions of pedestrian linkages
outside of the project boundaries, preservation of important natural resources and use of
desirable architectural, building and site design techniques.
Waiver 1
By granting the requested waiver to reduce the rear building setback from ninety (90) feet
o fifty -two E5"2) fuet;=the pwposed development will be able to incorporate an
architecturally compatible canopy over the proposed drive thru. This canopy, a desirab le
building technique, will provide the community with an improved interaction w ith the
drive thru lanes and with the proposed development as a whole. The public will be able
to access the A TMs twenty-four (24) hours a day from the safety of their vehicles or use
v acuum tubes during business hours for other banking needs.
P a g e 11 of 15
June 18, 2013
Waiter 2
The request to redu ~the widthlf the rear landscape buffer is required in order to
provile adequate tnfic circula1in around the site and proper turning mdius for the
propo sed drive thru. The requini bypass lane has been reduced to the minimum required
by tle Fire Marshallften and tk:e-quarters (10.75) feet.
Wairers 3
The requested waiv~is require ' n order to provide a monument sign, generally
consi;tent with the <li sting molWilent sign, on the subject parcel. The use of a
monm1ent sign is allsirable dtagn technique in that it provides direction and
infonnation as to w.kt is locatelm the subject parcel to the general public in a safe and
conc.knsed format. fie subject:Pfcellacks visibility from the south due to the adjacent
hotel and alignmenttfUS Higblay 1 and a monument sign provides a needed
idenffication to theFblic travtllg north bound on US Highway 1. Proper identification
will inprove traffic~tttems on IS Highway 1 by limiting sudden stops and U-tum
movements.
Waher4
The request to allowhr a reduoim in the minimum area for a Planned Unit
Development is duel> the existi6 condition of the lot and is the only design practice that
woukl allow for thellvelopmettof the subject parcel in the proposed manner .
Wai~r 5
The requested redU<im in ingr<~> stacking is required in order to allow for proper traffic
circliation around tk: site. Theebject parcel has been designed with the maximum
amo111t of stacking ir the ingr(S drive aisle in order to provide the most benefit to the
geneml public as pOiible.
Basetl on the Palm ~ach Court Land Development Design Standards Manual, Section
300 Driveway and l>ther Turra1ts, attached herein for your reference, the proposed
devel:lpment will pJaTide morefi.an enough ingress stacking. According to Palm Beach
Comty, the subjectprcel woul be classified as an intermediate driveway because the
resulting average dily trips g~terated from the proposed development ( 511 trips) is
grea2r than 500 bu1Iot more tlm 2,000. As a result, the proposed driveway would only
requi;e a fifty (50) :fii>t ingress *.eking distance from the right-of-way line, page 300-4.
In alllition to the ltlm BeackCounty driveway criteria, the proposed development
exceeds the minilliil requir~ents of the Florida Department of Transportation's
(FDCJf) Driveway lformationGuide, sections of which have been attached for your
reference. Per the B>OT requimlents, a small strip shopping center would be required
~~~-----~tgpliW4ae a arwe'~' lengt#4H-fty--{~Q~--fee~er~ib-i-t-Je, Ji!age 49. Bastxed~~{}n&· -e~~e~----~-~
proposed use and ,a;: size, thi project should be considered a smaller commercial
deve'bpment whichaquires a ~eway length of thirty (30) feet. As detailed above, the
propased driveway tas revise® provide seventy (70) feet of ingress stacking, a forty
( 40) percent increasrover the nitimum stacking distance as required by both the FDOT
and Palm Beach Co•ty .
Page 12 of 15
June 18, 2013
Based on the Traffic Statement, the maximum peak hour volume of fourteen (14) cars
making a right tum northbound from US Highway 1 is on average, one (1) car every 4.29
minutes . The ninety (90) foot ingress stacking proposed would provide for five (5) cars
prior to a conflict on US Highway 1. This would mean that on average, 2 1.5 minutes
would transpire before this condition was experienced. It is highly unlikely this scenar io
would occur prior to a conflict being resolved within the proposed parking lot.
It should be noted the peak hour on northbound US Highway 1 is in the PM Peak, which
corresponds with the Bank peak hour. Therefore, the increased volume present on US
Highway 1 in the PM peak hour would slow down traffic to below forty-five (45) miles
per hour. The proposed development is also in close proximity to an existing traffic light
that would further reduce the speed of traffic on US Highway 1. Additionally, US
Highway 1 has a dedicated southbound left tum lane which makes it even more unlikely
this waiv er would present an issue for southbound vehicles. Providing the required one
hundred (100) feet ingress stacking is not logical or reasonable given the nature of the
subject parcel and the proposed development and the information provided above.
Waiver 6
The request for additional parking is necessary in order to provide enough parking for the
proposed bank's employees (six (6) to seven (7) typically) and its potential customers in
such a manner as to ensure a safe and efficient traffic circulation throughout the subject
parcel. The public would use the block of seventeen (17) closest to the entrance while
the offset seven spaces would be ideal for employees. Chase's extensive experience in
the market has shown that this is a desired level of parking for operations and customer
satisfaction.
Waiver 7
The requested waiver will provide a benefit to the general public by increasing the area
allowable for landscaping in the rear landscape buffer. As stated above, this landscape
area has been reduced due to the need for adequate traffic circulation and if the wall was
set the required distance off the property line, no substantial landscaping would fit in the
resulting open space. Therefore, the requested waiver will provide the general public
with additional buffering and allow for the use of desirable site design techniques.
Placement of the wall closer to the property line improves security by eliminating the
ability for undesirable activity in this secluded area.
• Sufficient screening and buffering, if required, are provided to screen adjacent uses from
adverse impacts caused by a waiver.
Waiver 1-2
~n--with-thC""requestet:k>v·a-ivers,atlequatesereemngtmtHmfferin'f!g-"'1"'~'~,.,vittirHbm:e~~~~~~~~~
provided along the rear property line. The rear buffer will include a six ( 6) foot block
wall (eleven (11) feet as viewed by the adjacent property) to screen the subject parcel
from the residential development to the east. These waivers are not anticipated to cause
adverse impacts . The property is further sc reened by a twelve (12) to fifteen (15) foot tall
ficus hedge and chain link fence on the adjacent property.
Page 13 of 1 5
June 18, 2013
Waivers 3-5
The requested waivers 3 through 5 will not create an adverse impact on the adjacent uses
and therefore will not require any additional buffering or screening.
Waiver 6
In tandem with the request for additional parking, the proposed development will include
landscaping along the property lines and preservation of existing mature trees greater
than required to screen the proposed vehicular use area for the view of adjacent parcels
and the US 1 Right-of-Way.
Waiver 7
The requested waiver will not create an adverse impact on the adjacent property because
an existing twelve (12) to fifteen (15) foot tall ficus hedge and chain link fence will
remain along the shared property line. This fence and landscaping will provide screening
for the proposed retaining and screen wall regardless if the wall is set two (2) feet or five
(5) feet from the property line. By allowing for the requested reduction, buffering of the
proposed screen wall can be provided on the subject parcel while eliminating landscape
maintenance and security issues on the outside of the wall.
• The request is not based solely or predominantly on economic reasons.
Waivers 1 -7
The waivers requested for the proposed development are required due to constraints
placed on the subject parcel by the layout and size of the existing parcel. Due to the
minimal size, topography and elongated layout the subject parcel, setbacks, buffers,
stacking distances, and signage requirements could not be meet. As stated previously, the
proposed building and number of drive thru lanes is the minimal size to operate Chase's
business model as a freestanding financial institution.
• The request will be compatible with existing and potential/and uses adjacent to the
development site.
Waivers 1 -7
The requested waivers will result in a development that is compatible with the
surrounding area. In the immediate vicinity of the subject parcel are several general
commercial retail stores that are of similar use as the proposed development.
• The request demonstrates the development will be in harmony with the general purpose
and intent of this section, and that such waiver or waivers will not be injurious to the
area involved or otherwise detrimental to the public health, safety and welfare.
Waivers 1 -7
Although the requested waivers are a deviation from the Land Development Regulations,
they do follow the intent of the code by ensuring that the proposed development is not
detrimental to the overall safety of the general public. Any reductions or deviations
requested are the minimum necessary and will not create a situation in which the safety
of the public is in jeopardy, create any adverse conditi ons either onsite or on adjacent
properties .
Page 14 o f 15
June 18 , 2013
Based on the above listed Waiver Criteria, it is Core States professional opinion that the requested
waivers meet the requirements as listed above. In addition, it is Core States belief that the
proposed overall development will greatly improve the appearance, functionality, and value of the
subject parcel and the surrounding parcels as a whole. The proposed development will create a
site that is both aesthetically pleasing and function. The proposed development was designed
with the functionality of all parties that may use the services provided in mind, including but not
limited to the general public, the fire department, police department and Chase Bank Operations.
The proposed site design did not include a loading zone or a dumpster enclosure onsite for
specific reasons. A loading zone was not included because any deliveries the proposed
development will receive will be from a vendor with a delivery truck capable of parking in a
standard parking space . As for not providing a dumpster enclosure, the proposed development
will utilize the services of a private cleaning company that will haul away any refuse generated by
the employees and/or customers . Confidential documents are handled by a shredding document
service. Included on the accompanying Site Plan is an area designated for a future dumpster
should the subject parcel be sold and occupied by a different owner. This future dumpster
location can work at many locations but is shown as just one potential option. Should you need
any further information or have any questions, please feel free to contact us at (813) 490-1755.
Sincerely,
:·: ~-,:-. :·)1 ::/~-'~-.:;L t /1-~
J
Craig J. Carden, P.E.
Core States Group
P a ge 15 of 15
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REVISONS :
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DESIGN AND DEVELOPMENHONTACTS:
PROPERTY OWNER GOLDEN PALM BEACH !ESTMENT, INC
1928 SW 16TH TERRACE
MIAM I, FL 33145
CONTACT: ALBERTO U
(305)321-8882
DEVELOPER JPMORGAN CHASE
240 EAST PALMETIO P-RO, 2ND. FLOOR
BOCA RATON , FL 33432
CONTACT: MANNY VARJ5:
(954) 66>6933
CIVIL ENGINEER CORE STATES GROUP
3902 CORPOREX PARK a'E, SUITE 600
TAMPA, Fl33619
CONTACT: CRAIG J . CAJE-.1 , P .E. (Fl)
(813) 490-1755
ARCHITECT CORE STATES GROUP
3902 CORPOREX PARK a'E, SUITE 600
TAMPA, FL 33619
CONTACT: PHIWP L PReR
(813) 490-1755
LANDSCAPE ARCHITECT SIMPL YVERDE
829 38th AVENUE NORm
SAINT PETERSBURG, FUr04
CONTACT: PATRICIA C'JIEUANO, RLA, ASLA
(727) 521-7290
SURVEYOR BLOOMSTER PROFESSKW. LAND SURVEYORS, INC.
791 NORTliEAST DIXIE ~AY
JENSEN BEACH, FL 34951
CONTACT: ROBERT BLO.STER, JR, PSM
(772) 334-0868
GOVERNING AGENCIES CON~TS:
PLANNING AND ZONING CITY OF PALM BEACH e...ENS
PLANNING AND ZONINGWSION
10500 N. MILITARYTRA1L
PALM BEACH GARDENS,I33410
(561) 799-4243
BUILDING PERMIT CITY OF PALM BEACH a.:NS
BUILDING DEPARTMENT
10500 N. MILITARY TRAIL
PALM BEACH GARDENS,1i33410
(561) 799-4201
FIRE DEPARTMENT CITY OF PALM BEACH ~NS
FIRE RESCUE
4425 BURNS ROAD
PALM BEACH GARDENS, £33410
{561) 799-4300
TRANSPORTATION FLORIDA DEPARTMENT arRANSPORTATION
OISTRICT4
3400 W COMMERCIAL Bl\ll
FORT LAUDERDALE, FLa.
(954Jm-4110
WATER SEACOAST UTILITY AUn.rrY
4200 HOOD ROAD
PALM BEACH GARDENS, RD410
(561}627-2920
WASTEWATER SEACOAST UTILITY AUTHEY
4200 HOOD ROAD
PALM BEACH GARDENS, IE341 0
(561) 627-2920
STORMWATER CITY OF PALM BEACH ~S
ENGINEERING DEPARTMES"
10500 N. MILITARY TRAIL
PALM BEACH GARDENS, EBS410
(561)804-7012
STORMWATER DISTRICT SOUn-t FLORIDA WATER Ja\GEMENT DISTRICT
3301 GUNCLUB ROAD
WEST PALM BEACH, FL 33a
(561) 68~800
UTILITY CONTACTS:
ELECTRIC COMPANY
TELEPHONE
CATV
GAS
FLORIDA POWER AND U~ALM BEACH)
6001 VILLAGE BLVD •
WEST PALM BEACH, FL ~
(561) 697-8000
AT&T FLORIDA
2021 SOUTH MILITARYTRM..
WEST PALM BEACH, FL J34E
(561}357-6615
COMCAST-WPB
10435\RONWOOD RD
PALM BEACH GARDENS, Fm410
(866) 861-7678
FLA PUBLIC UTILmES CO.
401 S. DIXIE HWY.
W EST PAlM BEACH, FL33e
(561) 838-1812
ALERT TO CONTRACTOR:
1. THE SITE WORK FOR THE PROPOSED DEVELOPMENT SH&..
M EET OR EXCEED ALL CITY AND/OR COUNTY AND STATE
STANDARDS FOR SITE WORK
2. ALL NECESSARY INSPECTIONS AN D/OR CERTIFICATIONS
REQUIRED BY CODES AND/OR UTILITY SERVICE COM PN&.
SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING
POSSESSION AND THE FINAL CONNECTION OF SERVICES.
CONSTRUCTION PLANS
FOR
CHASEO
CHASE BANK-STORE NO. 37429
US 1 AND PGA BOULEVARD
11364 US HIGHWAY 1
PALM BEACH GARDENS, FL 33408
SECTION 4, TOWNSHIP 42 S., RANGE 43 E.
PALM BEACH COUNTY, FLORIDA
10 11
LEGAL DESCRIPTION:
12
PROJECT VICINITY
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LOCATION MAP
BEGINNING AT A POINT LOCATED BY MEASURING FROM THE NORTHWEST CORNER
OF GOVERNMENT LOT 7, SECTION 4, TOWNSHIP 42 SOUTH, RANGE 43 EAST, THENCE
RUN EAST ON THE NORTH liNE OF SAID GOVERNMENT LOT 7, TO THE POINT OF
INTERSECTION OF THE EAST RIGHT-OF-WAY LINE OF FEDERAL HIGHWAY (U.S. #1)
THENCE IN A SOUTHWESTERLY DIRECTION ALONG THE EAST LINE OF SAID FEDERAL
HIGHWAY #1 , A DISTANCE OF 600 FEET TO THE POINT OF BEGINNING, THENCE RUN
SOUTHWESTERLY ALONG THE SAID EAST LINE OF SAID FEDERAL HIGHWAY A
DISTANCE OF 150 FEET, THENCE RUN EAST PARALLEL TO THE NORTH UNE OF SAID
GOVERNMENT LOT 7, TO A POINT IN THE EAST LINE OF SAID GOVERNMENT LOT 7,
THENCE NORTH ALONG THE EAST LINE OF GOVERNMENT LOT 7 TO A OPPOSITE THE
POINT OF BEGINNING, THENCE RUN WEST PARALLEL TO THE NORTH LINE OF SAID.
GOVERNMENT LOT 7 TO THE POINT OF BEGINNING.
ALSO KNOWN AS:
BEING A PORTION OF LAND lYING IN GOVERNMENT LOT 7, SECTION 4, TOWNSHIP 42
SOUTH, RANGE43 EAST, PALM BEACH COUNTY, FLORIDA
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 7; THENCE
SOUTH 85"22'34" EAST, ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 7, A
DISTANCE OF 1103.61 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF US
HIGHWAY NO. 1 (STATE ROAD NO. 5); THENCE SOUTH 16"5 1'25" WEST, ALONG SAID
EASTERLY RIGHT OF WAY UNE, A DISTANCE OF 600.00 FEET TO THE POINT OF
BEGINNING; THENCE CONTINUE SOUTH 16"51'25" WEST, A D ISTANCE FEET TO
THE BEGINNING OF I
SAID CURVE, A DISTANCE OF 137.31 FEET; THENCE NORTH 85"12'0r EAST, A
DISTANCE OF 251.92 FEET; THENCE NORTH 01"51'50" EAST, A DISTANCE OF 147.83
FEET; THENCE SOUTH 85"12'0T WEST, A D ISTANCE OF 218.02 FEET TO THE POINT OF
BEGINNING.
13
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TH E CONTRACTOR IS SPECIFICALLY CAUTIONED THAT T HE
LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN
ON THESE PLANS IS BASED ON DESIGN DRAW INGS, RECORDS OF
THE VARIOUS UTILITY COMPANIES. AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. CORESTATES, INC. DOES
NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE
CONTRACTOR MUST CONT~CT THE APPROPRIATE UTILITY
COMPANIES AT LEAST72 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIELD LOCATIONS OF UTIUTIES.
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GENERAL SITE NOTES
1. AlL CONSTRUCTION MATERIALS AND TECHNIQUES OF INSTAllATION SHAll MEET
PERFORMANCE VALUES OF THE MATERIALS SPECIFIED AND COMPLY WITH ALL
CITY/COUN"TY REGUlATIONS AND CODES AND O.S.H.A. STANDARDS.
2. THE GENERAL CONTRACTOR SHAll BE RESPONSIBLE FOR ENSURING THAT THIS
PROJECT IS CONSTRUCTED IN ACCORDANCE WITH THESE DOCUMENTS AND IN
COMPLIANCE WITH CODES INDICA TED HEREIN. THE QUALITY OF WORKMANSHIP
AND INSTALLATION OF MATERIALS SPECIFIED BY THE ARCHITECT/ENGINEER ARE
THE RESPONSIBILITY OF THE CONTRACTOR. THE ARCHITECT/ENGINEER W ltL NOT
BE HELD RESPONSIBLE FOR ANV SUBSTANDARD OR INSUFFICIENT
WORKMANSHIP, MATERIALS, OR SERVICES PROVIDED IN THE EXECUTION OF ANY
PHASE OF CONSTRUCTION OF THIS PROJECT.
3. ALL MATERIALS ARE TO BE INSTAllED IN ACCORDANCE WITH MANUFACTURER'S
REQUIREMENTS. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL
MANUFACTURER'S WA~ES WILL BE HONORED.
4. ALL CONDinONS SHOWN TO BE •EXISTING• SHALL BE VERIFIED IN THE FIELD BY
THE GENERAL CONTRACTOR PRIOR TO START OF CONSTRUCTlON. ANY
DISCREPANCIES SHALL BE NOTED AND SUBMITTED TO THE OWNER AND THE
ARCHITECT/ENGINEER FOR REVIEW. CHANGES TO THE ORIGINAL DESIGN OF THE
PROJECT DUE TO EXISTING SITE CONDITIONS MUST BE APPROVED BY BOTH THE
OWNER AND THE ARCHITECT/ENGINEER PRIOR TO MAKING ANY CHANGES.
5. CONTRACTOR TO REVIEW AND FOlLOW CONSTRUCTION
TECHNIQUES/SPECIFICATIONS OUlUNED IN THE SITE GEOTECHNICAL REPORT.
At-lY CONFLICTS WHICH MAY ARISE SHAlL BE NOTED AND SUBMITIEO TO THE
OWNER AND THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO COMMENCEMENT
OF CONSTRUCTION ACTIVITlES.
6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A ntOROUGH
KNOWLEDGE OF EXISTING FIElD CONDITIONS AND OF ALL DRAWINGS AND
SPECIFICATIONS RELATED TO THEIR FIELD. THE FAILURE TO ACQUAINT HIMSELF
WITH THIS PROJECT AND HIS FIELD OF SERVICE SHALL NOT RELIEVE HIM OF ANY
RESPONSIBILITY FOR PERFORMING HIS WORK PROPERLY. NO ADDITlONAL
COMPENSATION SHALL BE ALLOWED DUE TO THE GENERAL CONTRACTOR'S
FAILURE TO CONVEY THE NECESSARY KNOWLEDGE TO FAMILIARIZE WORKERS
AND SUBCONTRACTOR::;> WITH THIS PROJECT.
7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THE SAFETY
OF ALL PERSONS ON THE JOB SITE AT All. TIMES INCLUDING (BUT NOT LIMITED
TO) SUBCONTRACTORS, FACILITY EMPLOYEES, VENDORS, DESIGN STAFF
PROFESSIONALS AND INSPECTION PERSONNEL
8. THE GENERAL CONTRACTOR SHALL PROVIDE DUMPSTERS, PORTABLE TOILETS
AND TEMPORARY POWER FOR UNRESTRICTED PROJECT RELATED USE BY
OTHERS FOR n!E DURATION OF THE PROJECT.
9. THE GENERAL CONTRACTOR Stw.L COORDINATE PROJECT PHASING AND
STORAGE OF MATERiAl_$ WITH THE OWNER.
10. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING,
STORING AND PROTECTING OF MATERlALS AND EQUIPMENT SUPPLIED BY THE
OWNER UNTIL IT HAS BEEN INSTAU.EO AND ACCEPTED BY THE OWNER.
11 . THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE AREA
CLEAN AND FREE OF DEBRIS AT ALL TIMES DURING CONSTRUCTlON. THE
GENERAL CONTRACTOR SHALL POWER WASH THE ENTIRE CONSTRUCTION AREA
PRIOR TO TURNOVER TO THE OWNER.
12. EXISTING PAVING THAT WILL REMAIN AFTER CONSTRUCTION SHALL BE
PROTECTED FROM DAMAGE. AREAS OF EXISTING PAVING mAT ARE DAMAGED
DURING CONSTRUCTION SHALL BE SAWCUT, THEN REMOVED AND REPLACED.
13. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL
PUBLIC AND PRIVATE UTILITIES, INCLUDING IRRIGATION, SPECIFIC TO THIS
PROJECT PRIOR TO THE START OF ANY DEMOLITION OR CONSTRUCTION. SHOULD
At-lY UTILITY REQUIRE RELOCATION, CONTRACTOR SHAll COORDINATE WITH THE
OWNER AND niE ARCHITECT/ENGINEER.
14. SAWCUT AND REMOVE PORTlONS OF EXISTING PAVING ONLY AS REQUIRED TO
INSTALL NEW UTILITIES OR TO CONSTRUCT PROPOSED FACILmES PER THIS PLAN.
REPLACE PORTIONS REMOVED TO MATCH EXISTING FLUSH AND SMOOTH.
15. PROVIDE TEMPORARY CHAIN LINK FENCING, MINIMUM 6'-0 .. HIGH, AROUND ENTIRE
AREA OF CONSTRUCTION. FIELD VERIFY EXACT LOCATION AND SPECIFICATIONS
OF FENCE WITH THE OWNER PRIOR TO START OF CONSTRUCTION. REMOVE
FENCING AT COMPLETION OF PROJECT AND PATCH PAVING AS REQUIRED AT
FENCE POST HOLES. .
16. ALL DIMENSIONS AND RADII ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
17. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF AIL PROPERTY CORNERS.
1 a. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUlTER, CONCRETE, AND
PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT.
19. CONTRACTOR SHALL PROVIDE PIPE BOLLARDS FOR PROTECTION OF All ABOVE
GROUND UTILITIES AND APPURTENANCES IN DRIVE AREA.
20. CONSTRUCTION SHALL COMPLY WlTii All GOVERNING CODES AND BE
CONSTRUCTED TO SAME.
21 ~ CONTRACTOR IS RESPONSIBLE FOR REPAlRING n!E DAMAGE DONE TO ANY
EXISTING ITEM TO REMAIN DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED
TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE
EQUAL TO, OR BETTER THAN, EXISTING CONDITIONS. CONTRACTOR IS
RESPONSIBLE TO DOCUMENT All EXISTING DAMAGE AND NOTIFY OWNER PRIOR
TO CONSTRUCTION START.
22. CONTRACTOR SHALL REFER TO THE ARCHITECTURAl PLANS FOR EXACT
LOCATIONS AND DIMENSIONS OF BUILDING APPURTENANCES, STAIRS, RAMPS,
SLOPE PAVING, SIDEWALKS, PRECISE BUILDING DIMENSIONS AND EXACT
BUILDING UTILITY ENTRANCE LOCATIONS.
23. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED OR
SOD, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED.
24. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,
REMOVED OR RELOCATED AS NECESSARY. All COST SHALL BE INCLUDED IN
BASE BID.
25. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATlONS, (UNLESS
OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, AU UTILITIES,
STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL
WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORmES
REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHAU BE
APPROVED BY SUCH. All COST SHALL BE INCLUDED IN BASE BID.
26. THE SITE WORK FOR nilS PROJECT SHALL MEET
27. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGKT TO
THE ATTENTION OF THE OWNER AND ENGINEER OF RECORD BEFORE
COMMENCING WORK NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN ARE
TO BE MADE WITHOUT PRIOR APPROVAL
2a. IN THE EVENTniE CONSTRUCnON IS ABANDONED PRIOR TO THE COMPLETION OF
THE PROJECT, ALL CONSTRUCTION AND STOCKPILED VEGETATIVE DEBRIS AND
FlU WILL BE REMOVED FROM THE SITE AND THE SITE W ILL BE STABILIZED PER
FDEP GENERIC PERMIT FOR STORM WATER DISCHARGE FROM LARGE AND SMALl
CONSTRUCTION ACTIVITIES (NPDES).
29. THESE PLANS ARE INTENDED TO AND SHALL COMPLY WITH AMERICANS WITH
DISABILITIES ACT AND THE FlORIDA ACCESSIBILITY LAW.
30. ALL V EGETATION FROM CLEARING AND GRUBBING WILl BE DISPOSED OF
OFF ..SITE.
3 1. CONTRACTOR IS RESPONSIBLE FOR PERMITTING, INSTALLATION AND
MAINTENANCE OF All MAINTENANCE OF TRAFFIC OPERATlONS DURING
CONSTRUCTION. M AINTENANCE OF TRAFFIC SHALL CONFORM TO
FOOT/GOVERNING AGENCY STANDARDS.
4
32. All DESIGN AN D CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS
SET DOWN IN THE CllY/COUNTY DEVELOPMENT CODE, ZONING, AND/OR RELATED
ORDINANCES, AND M IN IMUM TESTING FREQUENCY REQUIREMENTS.
GENERAL PAVING A ND GRADING NOTES
1. All PAVING AND GRADING CONSTRUCTION MATERIAlS AND METHODS SHALL
MEET THE ST ANDARD SPECIFICATIONS AND REQUIREMENTS OF THE FOOT.
2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES
INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCiURE.
UTILITIES ARE TO BE REMOVED TO n!E RIGHT-OF-WAY, UNLESS OTHERWISE
NOTED.
3. THE CONlRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVA nON OF EXISTING UTILmES AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON
AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
APPROPRIATE LTTILITY COMPANIES AT LEAST 72 HOURS BEFORE At-lY EXCAVATION
TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE All EXISTING UTlLITIES
WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
4. All CUT OR FILL SLOPES SHAlt BE 3:1 OR FLATIER UNLESS OTHERWISE NOTED.
5. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION AND SHALL
MEET ALL FOOT REQUIREMENTS/SPECIFICATIONS AT A MINIMUM.
6. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 0.5 FOOT.
7. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 0.5 FOOT.
a. IF ANY EXISTING STRUCiURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPlACE
THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING
CONOITlONS OR BEITER.
9. THE CONTRACTOR SHAll ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN
THE EPA OR APPLICABLE STATE GENERAL N.P.O.E.S. PERMIT FOR STORM WATER
DISCHARGE ASSOCIATED Win! CONSTRUCTION ACTIVITIES.
10. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY
TO ASSURE A SMOOTH FIT AND CONT!NUOUS GRADE.
11. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR
All NATURAL AND PAVED AREAS.
12. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY A
LICENSED PROFESSIONAL SURVEYOR AND MAPPER. IF THE CONTRACTOR DOES
NOT ACCEPT EXtSTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT
EXCEPTION, n!EN THE CONTRACTOR SHAll SUPPLY, AT n!EIR EXPENSE, A
TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR
REVIEW.
13. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHAll. RECEIVE 4
INCHES OF TOPSOIL CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL
SLOPES 3H:1V OR STEEPER CONTRACTOR SHALL STABILIZE DISTURBED AREAS
IN ACCORDANCE WITH GOVERNING SPECIFICATlONS UNTIL A HEALTHY STAND OF
VEGETATION IS OBTAINED.
14. CONSTRUCTION SHALL COMPLY WITH All APPLICABLE GOVERNING CODES AND
BE CONSTRUCTED TO SAME.
15. All. PAVING, CONSTRUCTION MATERIALS, AND WORKMANSHIP WITHIN FLORIDA
DEPARTMENT OF TRANSPORTATION (FOOT) AND THE CITY/COUNTY RIGHT -OF-WAY
SHALL BE IN ACCORDANCE WITH FDors SPECIFICATIONS AND STANDARDS
(LATEST EDITION) AND n!E CITY/COUNTY STANDARDS (LATEST EDITION}
RESPECTIVELY.
16. All. REINFORCED CONCRETE PIPE SHALL BE CLASS HI AND INSTALLED IN
ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES LATEST
REQUIREMENTS AND SPECIFICATIONS OR FOOT SPECIFICATIONS, WHICHEVER IS
MORE STRINGENT.
17. ALL CONCRETE USED ON lHE SITE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 4,000 PSI IN 2a DAYS. All CONCRETE SIDEWALKS SHALL HAVE
CONTROL JOINTS CUT ON 5-FOOT CENTERS AND EXPANSION JOINTS PLACED ON
so-FOOT CENTERS, CHANGES IN DIRECTION, AND ABUTIING SEPARATE POURS.
PAVEMENT JOINTS SHAll BE SPACED IN ACCORDANCE W ITH THE PROJECT
SPECIFICATIONS AND/OR DETAILS.
1B. All AREAS INDICATED AS PAVEMENT SHAlL BE CONSTRUCTED IN ACCORDANCE
WITH n!E TYPICAL PAVEMENT SECTlONS AS INDICATED ON THE DRAWINGS.
19. THE CONTRACTOR SHAlL ENSURE THAT ALL PLANTING AREAS (INTERIOR ISLANDS.
FOUNDATlON PLANTING AREAS, ETC.) ARE NOT COMPACTED AND DO NOT
CONTAIN LIMEROCK OR OTHER MATERIAL (CLAY, SUBGRADE MATERIAL, MARL.
ETC.) WHICH MAY ADVERSELY AFFECT DRAINAGE OF GREEN AREAS. THE
CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE AlL UNDESIRABLE MATERIAL
FROM All AREAS ON T HE SITE TO BE PLANTED AND BACKFILL WITH CLEAN., FREE
DRAINING TOPSOIL
20. CONTRACTOR IS SPECIFICAU. Y CAUTIONED, DEPENDING ON THE TIME OF YEAR
AND PROJECT LOCATION, DEWATERING MAY BY REQUIRED.
21. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHAlt OBTAlNANY APPLICABLE
REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER
AND ARCHITECT/ENGINEER PRIOR TO EXCAVATION.
22. STRIP TOPSOIL AND ORGANIC MATTER AND PAVlNG MATERIAL FROM ALL AREAS
TO BE IMPERVIOUS. TOPSOIL SHAll BE STOCKPILED ON SITE FOR REPLACEMENT
ON SLOPES AND All. OTHER GREEN AND LANDSCAPE AREAS.
23. FIELD DENSITY TESTS SHALL BE TAKEN AT FREQUENCY AS REQUIRED IN THE
SPECIFICATlONS ORAS REQUIRED BY THE GOVERNING REGULATORY AGENCY,
WHICH EVER IS MORE STRINGENT.
24. AlL STRUCTl..IRES ARE TO CONFORM WITH FOOT ROADWAY AND TRAFFIC DESIGN
STANDARDS. CURB INLETS SHALL BE FOOT INDEX 210 OR 214 AS REQUIRED,
CATCH BASINS SHALL HAVE TRAFFIC BEARING, RETICULINE GRATES (FOOT INDEX
232) AND STRUCTURE BOTIOMS AS REQUIRED (FOOT INDEX 200), CONCRETE
ENDWALLS SHALl BE FOOT INDEX 250, MANHOLES SHALL BE FOOT INDEX 201
TOPS INITH STRUCTURE BOTTOMS SIZED AS REQUIRED {FOOT INDEX 200).
MITERED END SECTIONS SHAll BE SIZED AS REQUIRED AND SHALL BE FOOT
INDEX 272 OR 273 AS REQUIRED.
25. CONTRACTOR SHALL ENSURE POSITIVE FLOW TO ALL INLETS WITHIN DRAINAGE
BASINS TO PRECLUDE PONDED WATER.
27. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL
TURBIDITY, INCLUDING BUT NOT LI MITED TO THE INSTALLATION OF TURBIDITY
BARRIERS AT ALL LOCATIONS WHERE THE POSSIBIUTY OF TRANSFERRING
SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO n!E
PROPOSED WORK. 'TURBIDITY BARRIERS MUST BE MAINTAINED IN EFFECTIVE
CONDITION AT ALL LOCATIONS UN11L CONSTRUCTION IS COMPLETED AND
DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST
REMOVE THE BARRIERS AT NO TIME SHALL THERE BE ANY OFF..SITE DISCHARGE
WH ICH VIOLATES THE WATER QUALITY ST ANDARDS IN CHAPTER 17·302 OF THE
FLORIDA ADMIN ISTRATIVE CODE.
GEN ERAL UTILITY NOT ES
1. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY
SERVICES WITH ADJACENT PROPERTY OWNERS.
2. All ELECTRIC, TELEPHONE AND GAS EXTENSIONS INCLUDING SERVICE LINES
SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY
SPECIFICATIONS. All. UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH
THE DESIGNATED UTlLITY COMPANIES.
3. CONSTRUCTION SHAlL NOT START ON ANY PUBLIC UTILiTY SYST EM UNTIL
WRmEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE
APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED
SAID ENGINEER BY ENGINEER
4. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN ,
SANtTARY SEWER, WATER MAIN OR MN OF THE DRY UTILITIES, THE CONTRACTOR
SHAll EXCAVATE, V ERIFY AND CALCULATE All POINTS OF CONNECTION AND All
UTILITY CROSSINGS AND INFORM THE ENGINEER AND THE OWNER/DEVElOPER OF
At-lY CONFLICT OR REQUIRED DEVIATlONS FROM THE PLAN. NOTIFICATION SHALl
BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. THE ENGINEER
AND ITS CLIENTS SHAlL BE HELD HARMLESS IN THE EVENT THAT THE
CONTRACTOR FAILS TO MAKE SUCH NOTIFICATlON.
5. PRIOR TO CONSTRUCTION, THE GENERAL CONTRACTOR SHALL VERIFY THAT
"STUB OUTS" FOR POWER, TELEPHONE, FIBER OPTICS, WATER AND SEWER (IF
APPLICABLE) HAVE BEEN PROVIDED BY OTHERS AT THE AREA ADJACENT TO THE
PROPOSED BUILDING. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
FINAL CONNECTIONS AT THE BUILDING.
6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING n!E
SCHEDULE FOR INSTALLATION WITH THE UTILITY COMPANIES AND ll-IE OWNER.
ALL EXISnNG CONDITIONS THAT ARE REMOVED OR DISRUPTED DURING THE
PLACEMENT OF NEW UTlLITIES SHALL BE REPLACED OR REPAIRED TO MATCH
ORIGINAL CONDITIONS. ANY EXISTlNG UTILITIES DISRUPTED DURING PLACEMENT
OF NEW UTILmES SHALL BE REPAIRED AND OPERATING NORMALLY THE SAME
DAY OF D ISRUPTION. ITEMS THAT MAY NEED TO BE REPLACED OR REPAlRED
INCLUDE BUT ARE NOT LIMITED TO: EXISTING ASPHALT PAVING, EXISTING
CONCRETE PAVING, WATER LINES, IRRIGATION LINES, GRASS AREAS,
LANDSCAPING, AND SITE liGHTING. THE GENERAL CONTRACTOR SHALL FIELD
VERIFY THE EXACT LOCATION OF ALL EXISTING ITEMS THAT WILL BE DISRUPTED
DURING 1HE PLACEMENT OF NEVV UTILITIES A.ND PROVIDE THE OWNER A
DETAILED PHASING SCHEDULE OUTLINING THE TIMELINE FOR INSTALlATION OF
NEW UTILITIES INCLUDING THE PROPOSED TIMES THAT EXISTING ITEMS W ILL BE
DISRUPTED. THE NEW UTILITIES TRENCH WIDnl AND DEPTH SHALL MEET All
LOCAL AND STATE REQUIREMENTS FOR THE D ISPLACEMENT OF All. UTILITIES. IF
DIRECTIONAL BORING IS USED FOR INSTALLATION, n!E ABOVE LISTED ITEMS ARE
STILl REQUIRED TO BE SUBMITIED TO THE OWNER.
7. IF /4HY EXIST ING STRUCTURES TO REMAIN ARE DAMAGED DURING
CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR
AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO
EXISTING CONDITIONS OR BETIER.
8. All SANITARY SEWER MANHOLES IN PAVED AREAS SHAll BE FLUSH Win!
PAVEMENT, AND SHAll HAVE TRAFFIC BEARING RINGS & COVERS. SANITARY
MANHOLES IN UNPAVED AREAS SHALL BE 5• ABOV E FINISH GRADE WITH WATER
TIGKTLIOS.
9. All. FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION
OF PROPOSED UTILITIES.
10. CONTRACTOR SHALL NOTIFY THE UTlLITY AUTHORITIES INSPECTORS 72 HOURS
BEFORE CONNECTING TO ANY EXISTING LINE.
11. UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED
BEFORE BACKFILLING.
12. All CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 2a DAY
COMPRESSION STRENGTH AT 4000 P.S.I.
13. REFER TO ARCHITECTURAL PLUMBING DRAWINGS FOR TIE·IN OF All UTILITIES.
14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE
LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE
WATER AND SEWER LINES.
15. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR
INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
16. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES.
17. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY
NEWUNES.
18. UTILITY WORK TO BE DONE IN FRONT OF FACILITY TO BE COORDINATED WITH
OWNER. FRONT UTILITY WORK W ILL BE DONE AT NIGHT IF NOT LOCATED BEHIND
CONSTRUCTION FENCE
19. THE CONTRACTOR SHALl CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES,
GRAVITY SEWER LINES AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS
SHOVv'N ON THESE PLANS. THE CONTRACTOR SHALL FURNISH All NECESSARY
MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND
LABOR NECESSARY TO COMPLETE THE WORK IN FULl AND COMPLETE IN
ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED
REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY
REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE
JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST
STRINGENT SHALL GOVERN.
20. THE CONTRACTOR SHALL RESTORE AU D ISTURBED VEGETATION IN KIND, UNLESS
SHOWN OTHERWISE.
21. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE
MANUFACiURER'S SPECIFICATIONS. SECURELY CLOSE AU OPEN ENOS OF PIPE
AND FITIINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE
INTERIOR OF All PIPES SHAlL BE ClEAN AND JOINT SURFACES WIPED CLEAN AND
DRY AFTER n!E PIPE HAS BEEN LO'NERED INTO THE TRENCH. VALVES SHALL BE
PLUMB AND LOCA TEO ACCORDING TO THE PLANS.
22. All UTlUTY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE
PAVING SHAll BE COMPLETELY BACKAlLEO AND COMPACTED IN ACCORDANCE
WITH SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND
JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST
STRINGENT SHALL GOVERN.
23. SHOP DRAWINGS FOR ALL MATERIALS AND APPURTENANCE SHALL BE SUBMITTED
TO AND APPROVED BY THE GOVERNING UTIUTY DEPARTMENT. CONTRACTOR TO
COPY THE ENGINEER OF RECORD WITH APPROVED DRAWINGS AS REQUIRED. NO
24. AT LEAST THREE WEEKS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL
NOTIFY THE CITY/COUNTY AND THE UTILITY COMPANY AND SUPPLY THEM WITH
ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE,
PROJECTED SCHEDULE AND OTHER INFORMATION AS REQUIRED. THE
CITY/COUNTY ENGINEERING INSPECTION OFFICE SHOULD AlSO BE CONTACTED
FIVE DAYS PRIOR TO CONSTRUCTION TO ENSURE AVAILABIUTY OF INSPECTION
PERSONAL ANY WORK PREFORMED PRIOR TO NOTIFYING THE CITY/COUNTY
ENGINEERING INSPECTION OFFICE OR WITHOUT A DEPARTMENT INSPECTOR
PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE SOLE
EXPENSE OF THE CONTRACTOR.
10
25. ON E OR MORE OF THE FOLLOWING CERTIFICATES/SHOP DRAWINGS INCLUDING
BUT NOT LIMITED TO THE FOLLOWING {DEPENDING ON THE TYPE OF
CONNECTION) WILL BE REQUIRED:
25.1 . DIP/PVCIHDPE CERTIFICATE OF M ANUFACTURER
252. MANHOLE SHOP DRAWINGS AND STRENGTH REPORT
25.3. FRAME COUPLING SHOP DRAWING
25.4. FLEXIBLE COUPLING SHOP DRAWINGS
25.5. CRUSHED STONE SUBMITTAL
25.6. VAlVE SHOP DRAWING
26. THE CONTRACTOR SHALL PERFORM AN INFILTRATIONIEXFIL TRATION TEST ON ALL
GRAVITY SEWERS AND A PRESSURE TEST ON All FORCE MAINS (AS APPLICABLE)
IN ACCORDANCE WITH THE CITY/COUNTY UTILITY REGULATIONS. SAID TESTS ARE
TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITIED TO THE
CITY/COUNTY FOR APPROVAL. THE SCHEDULING, COORDINATION AND
NOTIFICAT ION TO All PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
27. n!E CONTRACTOR SHALl BE RESPONSIBLE FOR LOCAnNG EXISTING WATER
MAINS, FORCE MAINS, SANITARY SEWER AND STORM MAINS AND MAINTAIN A
MINIMUM CLEARANCE BETWEEN WATER MAINS AND OTHER UTILITIES AT ALL
POINTS ALONG T HEIR LENGTH AS REQUIRED IN THE PLANS, DETAILS, AND
SPECIFICATIONS.
28. SANITARY SEWER, FORCE MAINS, SEWER LATERALS, AND STORM SEV'IE.RS
SHOULD CROSS UNDERWATER MAINS ANO/OR WATER SERVICES WHENEVER
POSSIBLE. SANITARY SEWERS, FORCE MAINS, SEWER LATERALS, AND STORM
SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM
VERTICAL DISTANCE OF 1a INCHES BETWEEN THE BOTTOM OF THE UPPER PIPE
AND THE TOP OF THE LO'NER PIPE.
29. WHERE SANITARY SEWER, FORCE MAINS, SEWER LATERALS, AND STORM SEWERS
MUST CROSS A WATER MAIN WITH LESS THAN 1a INCHES VERTlCAL DISTANCE,
BOn! THE SEWER AND WATER MAINS SHAlt BE CONSTRUCTED OF DUCTILE IRON
PIPE (DIP) AT THE CROSSING. DIP IS NOT REQUIRED FOR STORM SEWERS.
SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATlON
OF 10 FEET BElWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN
20 FEET OF THE CROSSING MUST BE MECHANICAllY RESTRAINED. A MINIMUM
VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL TIMES.
30. ALL CROSSINGS SHOULD BE ARRANGED SO THAT THE SEWER MAIN PIPE JOINTS
AND niE WATER MAIN P IPE JOINTS ARE EQUIDISTANT FROM THE POINT OF
CROSSING (PIPES CENTERED ON CROSSING). WHERE A N EW PIPE CONFLICTS
WITH AN EXISTlNG PIPE WITH LESS THAN 18 INCHES VERTICAL CLEARANCE, THE
NEW PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWER) AND THE
NEW PIPE SHAll BE ARRANGED TO MEET THE CROSSING REQUIREMENTS ABOVE.
31. A MINIMUM 6 FOOT HORIZONTAL SEPARATION SHAll BE MAINTAINED BETWEEN
ArN TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALlATIONS WHENEVER
POSSIBLE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN AS FOOT
HORIZONTAL SEPARATION, n!E WATER MAIN MUST BE LAID IN A SEPARATE
TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE
SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTIOM OF THE
WATER MAIN IS AT LEAST ,8 INCHES ABOVE THE TOP OF THE SEWER WHERE IT IS
NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 1a INCHES IN PARAllEL
INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE
SEWER OR FORCE MAIN SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM
SEWERS} WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. n!E WATER MAIN
SHOULD ALWAYS BE ABOVE THE SEWER JOINTS ON THE WATER MAIN SHALL BE
LOCATED AS FAR APART ftS POSSIBLE FROM THE JOINTS ON THE SEWER FORCE
MAIN (STAGGERED JOINT).
32. ALL DIP SHALL BE CLASS 50 OR HIGHER, DUCTILE IRON FITIINGS SHALL BE CLASS
350. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED.
33. BACTERIOLOGICAL SAMPLE POINTS SHALL BE OBTAINED IN THE LOCATIONS
SHOWN AND AS REQUIRED BY MORE STRINGENT OF THE FDEP OR LOCAL
REGULATIONS.
34. TREES SHALL BE PLACED SO AS TO AVOID BURIED UTILITIES.
35. ALL UTILITY MAIN LENGniS SHOWN ARE APPROXIMATE. All MANHOLE TOP
ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL SET MANHOLE TOP LEVEL
WITH FINISH PAVEMENT GRADES.
36. All FIRE HYDRANTS SHALL BE INSTALLED W ITH HOSE CONNECTIONS FACING THE
BUILDING.
37. NO LANDSCAPE PLANTS, OTHER THAN SOD, SHALL BE PLACED WITHIN 7 i FEET OF
EACH SIDE AND THE FRONT, AND WITH 4 FOOT CLEARANCE TO THE REAR OF THE
FIRE HYDRANTS PER 2004 FFPC.
38. PRESSURE PIPE TESTING SPECIFICATIONS SHALL REFERENCE THE CITY/COUNTY
AND/OR FIRE DEPARTMENT.
39. SANITARY SEWER PIPE SHALL BEftS FOLLOWS: UNLESS OTHERWISE NOTED.
FOR PIPES 0'4' DEEP -C900 PVC PER AWWA C900 OR DUCTILE IRON PIPE PER ANSI
A2.1.52, CLASS 52 (MINIMUM).
FOR PIPES 4'-1 0' DEEP -SOR26 PER ASTM 0-3004 AND ASTM 0-1784.
FOR PIPES DEEPER THAN 10'-C900 PVC PER AWWA C900 OR DUCTILE IRON PIPE
PER ANSI A2.1.52, CLASS 52 (MINIMUM).
40. POTABLE WATER LINES SHALL BE AS FOLLOWS: UNLESS On!ERWISE NOTED.
1•-3•-DR21 (CLASS 200), PER ASTM 02241
4"-12"-C-900 DR-1 a (ClASS 150), PER AWWA C900
41. CONTRACTOR SHALL MAINTAIN A M INIMUM OF 3'..0 .. COVER OVER ALL WATER
LINES.
42. All CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY
COMPRESSION STRENGTH AT 4,000 PSI.
43. CONTRACTOR IS RESPONSIBLE FOR All NECESSARY INSPECTIONS AND/OR
CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. THIS
AND n!E FINAL CONNECTIONS OF TiiE SERVICE SHALL BE COMPLETED 30 DAYS
PRIOR TO STORE POSSESSION.
44. CONTRACTOR SHALL COORDINATE WITH All UTILITY COMPANIES FOR
INSTALlATION REQUIREMENTS AND SPECIFICATIONS.
45. REFER TO BUILDING PLANS FOR SITE ELECTRICAL PLAN.
46. CONNECTION INTO A EXISTING CITY/COUNTY OWNED SYSTEM SHALL BE VIA A WET
TAP. WET TAPS SHALL BE PREFORMED BY THE UTILITIES SERVICE COMPANY AT
THE CONTRACTOR'S EXPENSE. EXCAVATION, BACKFILL. AND SURFACE
RESTORATION SHALL BE THE CONTRACTORS RESPONSIBILITY.
11 12 13
G ENERAL DEMOLITION NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND
DISPOSAL (IN A LOCATION APPROVED BY All GOVERNING AUTHORtTIES) All
STRUCTURES, PADS, W ALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES,
DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS
SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. All FACILITIES TO BE
REMOVED SHAlL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO
GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS.
2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING All DEBRIS FROM THE SITE
AND D ISPOSING n!E DEBRIS IN A LAWFUL MANNER THE CONTRACTOR IS
RESPONSIBLE FOR OBTAINING All PERMITS REQUIRED FOR DEMOLITION AND
D ISPOSAL
3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTNE UTlLITY COMPANIES
PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR
SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF
WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY
FEES WHICH ARE TO BE PAID TO THE UTILITY COMPAt-lY FOR THEIR SERVICES.
THE CONTRACTOR IS RESPONSIBLE FOR PAYING All FEES AND CHARGES.
4. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING EXISTING IRRIGATION
SYSTEM IN THE AREAS OF PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL
CAP THE EXISTING IRRIGATION SYSTEM TO REMAIN SUCH THAT THE REMAINING
SYSTEM SHALL CONTINUE TO FUNCTION PROPERLY.
5. niE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF UTILITY
SERVICES TO THE EXISTING BUILDINGS PRIOR TO DEMOUTION OF THE BUILDINGS.
6. THE LOCATIONS OF All EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN
DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE
CONVENIENCE OF THE CONTRACTOR THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY
DEMOLITION ACTIVITY, THE CONTRACTOR SHAll NOTIFY THE UTILITY COMPANIES
FOR ONSITE LOCATIONS OF EXISTING UTILITIES. .
7. All. EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE
INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY
OCCUR ON n!E SITE. VERIFY EXISTING CONDITIONS AND PROCEED Win! CAUTION
AROUND MlY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES
REGARDING DESTRUCTION AND REMOVAL OF All SERVICE LINES AND CM' ALL
LINES BEFORE PROCEEDING WITH THE WORK. UTILmES DETERMINED TO BE
ABANDONED AND LEFT IN PLACE SHALL BE GROUTED.
8. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES
NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WtTH THE
AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR
RELOCATION. CLOSE COORDINATION WITii THE UTILITY COMPANY IS NECESSARY
TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL
PAY CLOSE ATIENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD
RIGHT-OF-WAY DURING CONSTRUCTION.
9. CONTRACTOR MUST PROTECTiHE PUBLIC AT ALL TIMES WITH FENCING,
BARRICADES, ENCLOSURES, ETC., {AND OTHER APPROPRIATE BEST MANAGEMENT
PRACTICES) AS APPROVED BY OWNER.
10. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING
PROPERTIES AT ALL TIMES DURING DEMOUTION OF THE EXISTING FACILITIES.
11. PRIOR TO DEMOUTION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE
INSTAllED.
12. SHOULD REMOVAL AND/OR RELOCATION ACTlVITIES DAMAGE FENCING, LIGHTING
AND/OR ANY OTHER APPURTENANCES, THE CONTRACTOR SHALL PROVIDE NEW
MATERIALS/ STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
EXCEPT FOR MATERIALS DESIGNED TO BE RELOCATED ON THIS PLAN, All On!ER
CONSTRUCTION MATERIALS SHALL BE NEW.
13. CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE
AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT
IF mY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC.
n!E CONTRACTOR SHALL BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR.
14. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK Wln-i THE FIRE DEPT.
AND THE CITY/COUNTY UTILITY DEPARTMENT TO PlAN PROPOSED
IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTlY
AVAILABLE TO THE STORE AND SITE THROUGHOUT THIS SPECIAC WORK AND
THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE
FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAlN SHUTOFFS WITH THE
CITYICOUNTY DURING CONSTRUCTION. /4HY COSTS ASSOCIATED WITI-1 WATER
MAIN SHUTOFFS WILL BE THE RESPONSIBILrTY OF THE CONTRACTOR AND NO
EXTRA COMPENSATION WI LL BE PROVIDED.
15. DAMAGE TO All EXISTING CONDITIONS SHOWN TO REMAIN IN THESE PLANS WILL
BE REPLACED AT CONTRACTOR'S EXPENSE.
FOOT GENERAL NOTES
1. All CONSTRUCTION WITHIN FOOT RIGHT-OF·WAY SHALL CONFORM TO THE
LATEST EDITIONS OF THE FOOT DESIGN STANDARDS INDICES, THE FOOT
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND
THE FOOT UTILITY ACCOMMODATIONS MANUAL
2. MAINTENANCE OF TRAFFIC TO BE SUPERVISED BY A CERTIFIED PERSON.
3. THE CONTRACTOR SHALL NOTlFY THE DEPARTMENT A MINIMUM OF lWO
BUSINESS DAYS PRIOR TO ANY LANE CLOSURES OR BEGINNING ANY
CONSTRUCTION WITHIN THE FOOT RIGHT -OF·WAY.
4. !TWILL BE THE RESPONSIBILITY OF THE PERMITTEE TO REPAIR ANY DAMAGE
TO FOOT FACILITIES CAUSED BY CONSTRUCTION OF THE PROJECT.
5. All MATERIALS INSTAllED Will-liN FOOT RIGHT-OF-WAY SHAU. BE LIMITED
TO n!OSE ON FOOT'S QUALIFIED PRODUCTS LIST OR APPROVED PRODUCTS
LIST OF TRAFFIC CONTROL SIGNALS AND DEVICES.
ALU!S CALL 811
BUOU: YOU DIG ® DIOIIlllllT 'S BILOll
THE CONTRACTOR IS SPECIFICALLY CA VTIONEO THAT THE
LOCATION AND/OR ELEVATION OF EXISTING UTILITIES A S SHOWN
ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF
THE VARIOUS UTILITY COM PANIES, AND WI-JERE POSSIBLE.
M EASUREMENTS TAKEN IN THE FIELD. CORESTATES, INC. DOES
NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE
CONTRACTOR M UST CONTACT THE APPROPRIATE UTILITY
COMPANI ES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIELD LOCATIONS OF UTILtTIES. www.cablnshlne .com
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NOTE:
SILT FENCE IS SHOWN
OUTSIDE TH E LIMITS OF
DISTURBANCE FOR CLARITY
ONLY. ALL SILT FENCE TO BE
INSTALLED ON SITE.
GRAPHIC SCALE
i i i
( IN F'EET )
I lnch .. 20 rL
ACREAGE SUMMARY
CINACRESl
TOTAL PROJECT AREA 0.84
ON-SITE DISTURBED AREA 0.80
OFF-SITE DISTURBED AREA 0.04
TOTAL DISTURBED AREA (MUST MATCH NOIJ 0 .84
IM PERVIOUS AREA AT COMPLETION 0.50
PERV IOUS/ SEEDED AREA AT COM PLETION 0.34
8 9 10
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11 12 13
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SEQUENCE OF CONSTRUCTION
UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AAEAS: TRAILER,
PARKING, LAY OO'NN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, MASON'S
AREA, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS,
ETC., IMMEDIATELY DENOTE 11-iEM ON THE SITE MAPS AND NOTE ANY CHAN GES IN
LOCATlON AS TI-lEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS.
PHASE I
1. INSTALL STABILIZED CONSTRUCTION EXIT(S) AND SWPPP ENTRANCE SIGN .
2. INSTAL.l.. Sll T FENCE($) AN D SILT DIKE(S} ON THE SITE, AND INLET PROTECTION($)
(CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL SILT FENCE).
3. PREPARE TEMPORARY PARKING AN D STORAGE AREA.
.(, HALT ALL ACTTVlllES AND CONTACT THE ENGINEER OF RECORD TO PERFORM
INSPECTION OF BMP'S.
5. BEGIN DE MOLITION ACTIVITIES AND CLEARING AN D GRUBBING THE SITE.
6. BEGIN GRADING THE SITE.
7. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES .
PHASE II
1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS ll-IAT
WILL BE INACTIVE FOR 7 DAYS OR MORE.
2. INSTAll. UTILITIES, UNDERDRAJNS, STORM SEWERS, CURBS AND GUTTERS.
3. INSTAll. RIP RAP AROUND OUTl.ET STRUCTURES AS EACH OUTt.ET
STRUCTURE IS INSTAL.l.ED.
<f. INSTAll. INLET PROTECTION AT All STORM SEWER STRUCTURES AS EACH
INLET STRUCTURE IS INSTAllED.
5. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT
TO ANAL GRADE.
6. PREPARE SITE FOR PAVING.
7. PAVE SITE.
8. INSTAll. APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS
WORK PROGRESSES,
9. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABIUZATION OVER
All AREAS INCLUDING OUT LOTS.
1 D. CALL ENGINEER OF RECORD AFTER THE SITE APPEARS TO BE FULLY
STABILIZED FOR AN INSPECTION.
11. REMOVE All TEMPORARY EROS ION AND SEDIMEtlT CONTROL DEVICES AFTER
APPROVAL OF THE ENGINEER OF RECORD AND STABILIZE ANY AREAS
DISTURBED BY THE REMOVAL OF THE BMP.
12. CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION IS
SIGNED OFF BY THE OWNER lHAT TH E SITE IS FU Ll. Y STABILIZED AND THE
PERMIT MAY BE TERMINATED.
13. CONTRACTOR TO FILE NOTICE OF TERMINATION APPUCATlON TO THE FDEP
AND SHALL PROVI DE A COPY OF FDEP APPROVAL TO THE OWNER AND
ENGINEER OF RECORD.
NOTE: THE GEN ERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED
ACTIVm ES CONCURRENlLY ONLY IF ALL PRECEDING BMPS HAVE BEEN
COMPLETELY INSTALLED.
EXISTING LEGEND PROPOSED LEGEND
PROPERTY LINE
LI MITS OF DISTURBANCE
~' ! f .
DIRECTION OF OVERLAND FLOW
-SF-fsF\ TEMPORARY SILT FENCE V (REFER TO SHEET C-3 FOR DETAIL)
~ G SILTDIKEONPAVEMENT "\J (REFER TO SHEET C-3 FOR DETAJL)
=
...... ·
SOUTH FLORIDA WATER MANAGEMENT DISTRICT
EROS ION, SEDIMENT, AND TURBIDrTY CONTROL NOTE:
SWPPP INFORMATION SIGN
(REFER TO SHEET C-3 FOR DETAIL)
CONSTRUCTION EXIT
(REFER TO SHEET C-3 FOR DETAIL)
EXJSTING CONTOUR
SOIL TYPE
SOIL BOUNDARY LINE
'LIMITS OF PROTECTIVE
TREE BARRICADES
EROSION AN D SEDIMENT CONTROL MEASURES ARE THE RESPONSIB ILITY OF THE
OWNER. OWNER REQUIRES INSTALLATION OF EROSION AND SEDI MENT CONTROL
MEASURES AS SHOWN IN THIS PLAN PRIOR TO IN ITIATING CONSTRUCTION .
CONTRACTOR WILL BE RESPONSIBLE TO INSTAll..., MAINTAI N AN D ADJUST EROS ION
AND SEDI MENT CONTROL MEASURES DURING THE CONSTRUCTIO N PH AS E.
MANNY VARELA.
JPM ORGAN CHAS E
~ .. .l SITE ~J
:.
~ ·,
VICINITY MAP
NOT TO SCALE
USGS QUADRANGLE MAP
NOT TO SCALE
GENERAL EROSION NOTES
A.. THE STORMWATER POLlUTION PREVEN110N PLAN IS COMPRISED OF THIS DRAWING ("SITE MAP"), THE
STANDARD DETAILS, PLUS THE PERMIT AN D ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS.
B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WrTH STORM WATER POLLUTION PREVENTION SHALL
OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTI ON PlAN AND THE STATE OR NATIONAL
POLLUTANT DISCHARGE ELIMINAllON SYSTEM GENERAl PERMIT (NPDES PERMIT) AND BECOME FAMILIAR
WITH THEIR CONTENTS .
C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDmONAL
BEST MANAGEMENT PRACTICES SHAll BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDmONAL
COST OF OWNER THROUGHOUT All PHAS ES OF CONSTRUCTION .
0. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL
REQUIREMENTS OR MANUAL OF PRACTICE, AS APPUCABLE. CONTRACTOR SHALL IMPLEMEtlT ADDITIONAL
CONTROlS AS DIRECTED BY PERMilTING AGENCY OR OWNER.
E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FORAJoN CONSTRUCTlO N ACTMTY
IMPACTING STATE WATERS OR REGULATED WETlANDS MUST BE MAINTAINED ON SITE AT AU. TIMES.
F. CONTRACTOR SHALl. MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRA.cnCAL OR AS REQUIRED BY THE
GENERAL PERMIT.
G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARK ING AND STORA.GE AREA WHICH
SHAll ALSO BE USED AS THE EQU IPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA.
AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILmES. .
H. All. WASH WATER (CONCR ETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED
AND PROPERLY TREA.TED OR DISPOSED.
I. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE
OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS •.
J. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR
TOXIC LIQUIDS FO~ OUST SUPPRESSION OPERATIONS IS PROHIBITED.
K RUBBISH, TRASH, GARBAGE, UTTER. OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED
COtlTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF
WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE.
L ALL STORM WATER POLlUTION PREVENTION MEAS URES PRESENTED ON TliiS SITE MAP, AND IN THE STORM
WATER POLlUTION PREVENTION PLAN, SHALL BE INillA TED AS SOON AS PRACTICABLE.
M. DISTURBED PORTlONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILl. BE STOPPED FOR AT LEAST 7 DAYS,
SHALL BE TEMPORARILY SEEDED. THESE AREAS SHAll BE SEEDED NO LATER "THAN 7 DAYS FROM THE LAST
CONSTRUCTlON ACTMTY OCCURRI NG IN THESE AREAS.
N. DI STURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTl.. Y STOPPED SHALL BE
PERMANENTt. Y SE EDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 7 DAYS AFTER THE LAST
CONSTRUCTION ACTMTY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR lANDSCAPE
PLAN .
0. IF THE ACT10N OF VEHICLES TRAVEUNG OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFACIENT
TO REMOVE THE ~ORlTY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEH ICLES
ENTER A PUBLIC ROAD. IF WASH ING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER
AND TRAP lHE SEDIM ENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS LOCATIONS AS
PROVIDED.
P. All MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES OtlTO ROADWAYS OR INTO
STORM DRAINS MUST BE REMOVED IMMEDIATELY.
Q. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION
POND AN D ANY SEDI MENT lHAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN
CONJUNCTION WITH THE STABILIZA.TlON OF THE SITE.
R. ON-SITE & OFF SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND
SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW
AREA lOCATIONS SHALL BE NOTED ON THE srn;: MAP AND PERM !TIED IN ACCORDANCE wmt GENERAL
PERMIT
S. SLOPES SHALL BE LEFT IN A ROUG HENED CONDmON DURING THE GRADING PHASE TO REDUCE RUNOFF
VELOCITIES AND EROSION.
T. DUE TO THE GRADE CH}JIIGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO
PREVENT EROSION . AND POLLUTANT DISCHARGE.
MAINTENANCE
All. MEAS URES STATED ON TH IS SITE MAP, AND IN THE STORM WATER POLLUTI ON PREVENTION PLAN, SHALL BE
MAINTAINED IN FULlY FUNCTIONAL CONDmON UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK
OR FINAL STABILIZATION OF THE SITE. ALL EROSION AN D SEDIMENTATION CONTROL MEASURES SHALL BE
CHECKED BY A QU ALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE
PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLl.OWlNG:
1. INLET PROTECTI ON DEVICES AND BARRIERS SHAll BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF
UNDERMINING OR DETERIORATION.
3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CON DmONS IF DAMAGED. SEDI MENT SHALL BE
REMOVED FROM THE SILT FENCES WHEN IT REACHES ON E-HALF THE HEIGiiT OF THE SILT FENCE.
4. THE CONSTRUCTI ON EXITS SHAll. BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW
OF MUD ONTO PUBLIC RIGifT OF WAY.
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THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE
LOCATION AND/OR ELEVATION OF EXISTING UTIUTIES AS SHOWN
ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF
THE VARIOUS VTILrTY COM PANIES, AND WHERE POSSIBLE,
M EASUREMENTS TAKEN IN THE FIELD. CORESTATES, INC. DOES
NOT GUARANTEE THAT LOCATIONS SHOW N ARE EXACT. THE
CONTRACTOR M UST CONTACT THE APPROPRIATE UTILITY
COM PANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIElD LOCATIONS OF UTILITIES.
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NOTE:
SILT FENCE IS SHOWN
OUTSIDE THE LIMITS OF
DISTURBANCE FOR CLARITY
ONLY. ALL SILT FENCE TO BE
INSTALLED ON SITE.
..... -~
GRAPHIC SCALE
j r
( IN F'F:ET )
I inch =-20 fl
ACREAGE SUMMARY
fi NACRESl
TOTAL PROJECT AREA
ON-SITE DISTURBED AREA
OFF-SITE DISTURBED AREA
TOTAL DISTURBED AREA (MUST MATCH NOt)
IMPERVIOUS AREA AT COMPLEnON
PERVIOUS/ SEEDED AREA AT COMPLETION
i
,\ ,;;,
0.84
o.eo
0 .04
0.84
0.50
0.34
8 9 10
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SEQUENCE OF CONSTRUCTION
UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER,
PARKING, LAY DOWN, PORTA.POTTY, WHEEL WASH, CONCRETE WASHOlJT, MASON'S
AREA, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS,
ETC., IMMEDIATELY DENOTE n-IEM ON THE SITE W\PS AND NOTE ANY CHANGES IN
LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS.
1. INSTAlL STABIUZED CONSTRUCTION EXIT(S)ANO SWPPP ENTRANCE SIGN.
2. INSTAll. Sll T FENCE(S) AND SILT OIKE(S) ON THE SfTE, AND INLET PROTECTION{S)
(CLEAR ONLY THOSE AREAS NECESSARY TO INSTAlL SILT FENCE).
3. PREPARE TEMPORARY PARKING AND STORAGE AREA.
4. HALT AU. ACTMTlES AND CONTACT THE ENG INEER OF RECORD TO PERFORM
INSPECTION OF BMP'S.
5. BEGIN DEMOLITION ACTIVITIES AND CLEARING AND GRUBBING THE SITE.
6. BEGIN GRADING THE SITE.
7. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.
PHASE II
1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT
WILL BE INACTIVE FOR 7 DAYS OR MORE.
2. INSTALl. UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTIERS.
3. INSTALl. RIP RAP AROUND OUTLET STRUCTURES AS EACH OUll.ET
STRUCT\JRE IS INSTALLED.
4. INSTALl. INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH
INLET STRUCTURE IS INSTAllED.
5. PERMANENTLY STABIUZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT
TO ANAL GRADE.
6. PREPARE SITE FOR PAVING.
7. PAVESITE.
8. INSTALL APPROPR IATE INLET PROTECTION DEVICES FOR PAVED AREAS AS
WORK PROGRESSES.
9. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABIUZATION OVER
All AREAS INCLUDING OUT LOTS.
10. CALL ENGINEER OF RECORD AFTER THE SllE APPEARS TO BE FULLY
STABILIZED FORAN INSPECTION.
11 . REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER
APPROVAL OF THE ENGINEER OF RECORD AND STABIUZE PJoN AREAS
DISTURBED BY THE REMOVAL OF THE BMP.
12. CONTINUE CAllY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION IS
SIGNED OFF BY THE O'NNER THAT THE SITE IS FULLY STABILIZED AND THE
PERMIT MAY BE TERMINATED.
13. CONTRACTOR TO FILE NOTICE OF TERMINATION APPLICATION TO THE FDEP
AND SHALL PROVIDE A COPY OF FDEP APPROVAL TO THE 0\NNER AND
ENGINEER OF RECORD.
NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED
ACTMTIES CONCURRENTLY ONLY IF ALL PRECEDING BMPS HAVE BEEN
COMPLETELY INSTALLED.
EXISTING LEGEND PROPOSED LEGEND
PROPERTY LINE
I I ASPHALT PAVEMENT
r ,., ,',I CONCRETE PAVEMENT
I!!51 ~ Ui:i ~ LIMITS OF DISTURBANCE
.
f$f\ TEMPORARY SILT FENCE
-SF-\Q (REFER TO SHEET C-3 FOR DETAIL)
.':'.··
,_,-..
TEMPORARY INLET PROTECTION
(REFER TO SHEET C-3 FOR DETAIL)
PERMANENT STABILIZATION
~ SOILTYPE
~ DIRECTION OF OVERLAND FLOW
EXISTING CONTOUR
PROPOSED CONTOUR
LIMITS OF PROTECTIVE
TREE BARRICADES
SO UTH FLORIDA WATER MANAGEMENT DISTRICT
EROS ION, SEDIMENT, AND TURBIDITY CONTROL NOTE :
EROSION AND SEDIMENT CONTROL MEASURES ARE THE RESPONSIBIUTY OF THE
OWNER OV\11'o1ER REQUI RES INSTAllATION OF EROSION AND SEDIMENT CONTROL
MEAS URES AS SHOVY'N IN THIS PLAN PRIOR TO INITIATING CONSTRUCTION.
CONTRACTOR WI LL BE RESPONSIBLE TO INSTALL, MAINTAIN AND ADJUST EROSION
AND SE DI MENT CONTROL MEASURES DURING TiiE CONSTRUCTION PHASE.
MANNY VARELA
JPMORGAN CHASE
......
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SITE ~j
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11
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V ICINITY MAP
NOT TO SCALE
12 13
J
./"'
q.
USGS QUADRANGLE MAP
NOT TO SCALE
GENERAL EROSION NOTES
A. THE STORMWATER POLllJTlON PREVENTION PLAN IS COMPRISED OF THIS DRAWING rsrre MAP"), THE
STANDARD DETAILS, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS.
B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL
OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PlAN AND THE STATE OR NATIONAL
POLLUTANT DISCHARGE ELI MIN.AnON SYSTEM GENERAL PERMIT (NPDES PERMin AND BECOME FAMILIAR
WITH THEIR CONTENTS.
C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL
BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BYCONDITlONS AT NO ADDITIONAl
COST OF OWNER THROUGHOUT All PHASES OF CONSTRUCTION .
D. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHAI..L CONFORM TO FEDERAl.., STATE, OR LOC AL
REQUIREMENTS OR MANUAl. OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALl. IMPLEMENT ADDITIONAL
CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER.
E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY
IMPACTING STATE WATERS OR REGUlATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES.
F. CONTRACTOR SHAlL MINIMIZE CLEARJNG TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE
GENERAL PERMIT.
G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH
SHALL AlSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA,
AND AREA FOR lOCATING PORTABLE FACiliTIES, OFFICE TRAILERS, AND TOILET FACIUTIES.
H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE ClEANING, EQUIPMENT CLEANING, EfC.) SHAL L BE DETAINED
AND PROPERLY TREATED OR DISPOSED.
I. SUFACIENT OIL AND GREASE ABSORBING MA.lERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE
OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.
J. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR
TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.
K. RUBBISH, TRASH, GARBAGE, LITTER. OR OTHER SUCH MATERIALS SHAll BE DEPOSITED INTO SEALED
CONTAINERS. MATERIALS 51-W...l BE PREVENTED FROM lEAVING THE PREMISES lliROUGHTHE ACTION OF
WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE.
L All STORM WATER POLLUTlON PREVENTION MEASURES PRESENTED ON THIS SITE MAP, AND IN THE STORM
WATER POLLUTION PREVENTION PLAN , SHALL BE INrnATED AS SOON AS PRACTICABLE .
M. DISTIJRBEO PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILl BE STOPPED FOR AT LEAST 7 DAYS.
SHALL BE TEMPORARILY SEEDED. THESE AREAS SHAll BE SEEDED NO LATER THAN 7 DAYS FROM THE LAST
CONSTRUCTION ACTMTY OCCURRING IN THESE AREAS.
N. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE
PERMANENTl.. Y SEEDED. lHESE AREAS SHALL BE SEEDED NO LATER THAN 7 CAYS AFTER THE LAST
CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE
PLAN.
0. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTlON ENTRANCES IS NOT SUFFICIENT
TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE 'THE VEHICLES
ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER
AND TRAP ntE SEDIMENT BEFORE IT IS CARRIED OFF TiiE SITE. ONLY USE INGRESS/EGRESS LOCATI ONS AS
PROVIDED.
P. ALL MATERIAJ..S SPILLED, DROPPED, WAS HED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO
STORM DRAINS MUST BE REMOVED IM MEDIATELY.
Q. CONTRACTORS OR SUBCONTRACTORS WILl BE RESPONSI BLE FOR REMOVING SEDIMENT IN iHE DETENTION
POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAI NAGE SYSTEMS IN
CONJUNCTION WITH THE STABILlZAnON OF THE SITE.
R. ON-SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND
SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW
AREA LOCATI ONS SHALL BE NOTED ON THE SITE MAP AND PERMfTrED IN ACCORDANCE WITH GENERAL
PERMIT
S. SLOPES SHALL BE LEFT IN A ROUGHENED CONDmON DURING THE GRADIN G PHASE TO REDUCE RUNOFF
VE LOCITIES AND EROSION.
T. DUE TO TI-lE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, TiiE CONTRACTOR SHALL BE
RESPONSIBLE FOR ADJUSTING TiiE EROSION AND SEDIMENT CO NTRO L MEASURES (SILT FENCES, ETC.) TO
PREVENT EROSION. AND POLLUTANT DISCHARGE .
MAINTENANCE
AU. MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE
MAINTAINED IN FULlY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK
OR FINAL STABILIZATION OF THE SITE. AU. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE
CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE
PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOU.OWING:
1. INLET PROTECTION DEVICES AN D BARRIERS SHALl. BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF
UNDERMINING OR DETERIORATION.
3. Sll T FENCES SHALL BE REPAIRED TO TH EIR ORIGINAL CONDJTJONS IF DAMAGED. SEDIMENT SHALL BE
REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT Of THE SILT FENCE.
4. THE CONSTRUCTION EXITS SHALl BE MAINTAIN ED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW
OF MUD ONTO PUBLIC RJGiiTOFWAY.
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THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE
LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN
ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF
THE VARIOUS UTiliTY COMPANIES, AN D WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. CORESTATES, IN C. DOES
NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE
CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY
COMPANI ES AT LEAST 72 HOURS BEFORE ANY EXCAVATlON TO
REQUEST EXACT FIELD LOC ATIONS OF UTILITIES.
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PROVIDE CUL\ICRT AS REQUIRED TO
CARRY PRE-EX!Sn.IG Dm:H FlOW
{REFER TO SHEET C-1)
~
50' (MINIMUM)
1. FlUSH SURFACE STONE WITH HIGH VOLUME WATER FlOW AS NEEDED TO MAINTAlN CLEAN SURFACE STONE.
4
' A RJGIO UATERIAL., SUCH AS
Pl YWOOO OR otnt>00R SIGN
BONUJ. SIGN MUST 8£
CON~UCTED IN A MANNER
TO PROTECT OOCUMEtmi
FROM DAMAGE DUE TO
WEA.TliER('MND,SUN,
UOISTURE,ETC.~
1} THES'NPPP INFOIUMTION SIGNMUSTBELOCATEDNEAR. THEENTRA.NCEJEXlTOFTHESfTE,
SUCH THA.T rT IS ACCE3SIBI.£NIEWASL.E BY THE GENERAl. PUBUC, BUT NOT OasTRucnNG
VIEWS AS TO CAUSE A SAFETY HAZARD.
2) AU. POSTED DOCUMENTS MJST BE MAINTAINED IN AQ.fARl.Y READABLE CONDI'TlCJN AT AU.
TlMES THROUGHOUT CONSTRUC'TlON AND utmL THE NOTlCE..QF-TEJ'U.IINATlON (HOT} IS Fll.ED
FOR THE PERMIT.
3) CONlRACTOR SH.IJ..L POST OTHER STORM WATER AND/OR EROSION AND SEDi t.4ENT CON'TROL
RELATEO PERMITS ON THE SIGN I>S REQUIRED BY THE L~ AGENCY.
2. CONTRACTOR TO LOCATE TEMPORARY CONSTRUCTION FENCING, JERSEY BARRIERS, OR BOTH ALONG THE SIDES OF THE
CONSTRUCTION EXIT TO PREVENT CONSTRUCTION TRAFFIC FROM SHORT CIRCUmNG I BYPASSINGlHE EXIT. 4) SIGN SHALl BE LOCATED OUTSIDE OF PUBUC R IGKT -OF .WAY AND EASEMENTS UNLESS
APPRCV£0 BY THE GOVERNING AGENCY.
1 ,N!Il'AI.I.A~......,.._o:l"PP.,Wil"riAliTUO-U.TESTlllOI"lCII<.
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.._ ~lliWJ..IEI'EIV"Cft&lm.UHCIT(l)WTHE-.-Of'ACcAIJu.Tnlll!l:I_,..,.._.~Joal'Dcut>in-EHEoOifi"~THEOOICL
~t:UNC~UT.....,.I-EcotOJCTmnEIIVINI..~roPAI1VEHI'~TUiamt.€H111._~1~ICIOtf1"~THEFE>Ur.....,..,.;
._ ..U.SU,..,_S>W.L~-,..,.._,.IN.n$THE:IT"TICM..ICIII0£0l.t_,.,.DIIT'Lli:DiroNnH..LltEI'O<Cl!""D5TAII--~T~
lf!Sl'.OU.0.1-(3UONOI-ETHOOI-
Il. --TB..YrOI',AIIII;NIOUICTHEEN:IPOS"TSNGIKUEV«nt'TII!JI.
6) CONTRACTOR IS RESPONSIBLE FOR ENSURING STAB ILIT't' OF TH\S S'M'PP INFORMATION SIGN.
1. EXCAVATCAG"XS"TRENCH
3. STAPLE GEOTEXTll.E MATERIAl. TO
STAKES ANO EXTEND 12'" INTO THE TRENO-i
WITH 6"' L.AJO ALONG BOTTOM OF TRENCH
SHEET FLOW INSTAll.AnON
(PERSPECTIVE VIEW)
~
2. SET THE STAKES AlONG THE DOWNSLOPE SIOC: OF
THE TRENCH.
4. BACKFIU. AND COMPACT THE EXCAVATED SOIL
POST: 2'X2' HARDWOOD OR TTYPE POST FABRJC:
2.BELTECH940
3.MIRAF1 1DOCX
4.UNGGTF 190
5.SIII15SC
1) INSTALL IN ACCORDANCE WITH SILT FENCE DETAll, EXCEPT AS NOTED ABOVE.
2) SILT FENCE WITHOLIT WIRE SUPPORT SHOUlD BE USED ON AUMITEO BASIS ONLY ALONG
PERIMETERS wmt LESS THAN 114 ACRE DRAINAGE AREA PER 100 LINEAR FEET OF FENCE.
CONSTRUCTION
AREA
L
~
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DIKE PlAN VEIW
~.........__
OlliE SHALL BE FOLDED
UNDER. THE DIKE SECTION
20' AND GLLIEO DOWN
/
-ONON>'H.,D,O<'>'H'
J
'-0\IERI.APPER
IMHUFACT\JRER"S
RECOMMEIICAT10NS
1. INSTAI.LEO SilT DIKE UNIT SHALl. HAVE CONTINUOUS AND FIRM CONTACTwrTH SURFACE.
2. ADHESIVES SHAll BE UOU!O NAIL OR APPROVED EOUAL FOR CONCRETE PAVEMENT APPLICATIONS AND
EUlA.SIFIEO ASPHAI.. T FOR ASP}W. T APPUCA.TIONS.
3. JIDHC..SIVE SHAU. BE PlACED WHERE THE UNrTS OVERl.AP AND ON A20" STRIP AlONG BO'Tll EDGES.
SECTION A-A
EXISTING CONCRETE OR
-'SPHALTPAVEMENT
LOOPSSIZEDFOfi:l 'REBAR.
UFT FILTER SAO FROM INI£1"
USING REllAA FOR HANOlES.
10
ISOMETRIC VIEW
DO NOT USE IN PAVED AREAS WHERE PONDI~G
MAY CAUSE TRAFFIC HAZARDS .
11
2"XTXJI4'R\JIIBER
BlOO((TYPJ
12 13
SECURE UF"IlNG LOOPS
TOOR UNOER
SURROUNDING SURFACE.
4.
SECllONVIEW
Pfi:OFILE Vl EW OF
INSTALLED Fll TEA SACI(
!iQJY:.
H4'SRJGHT1.YCOLORED
NYlON ROPE EXPANSION
RESTRAINT
1. REM~ TRAPPBI SEOIMENTWHEN BRIGHTLY COLORED EXPANSION
RESTRAJin" CAN NO LOI«iER BE SEEN.
2. GEOTEXnt.E 51-W..LBE A WOVEN POlYPROP"r'\..ENE FABRIC ll-IAT UEETS
OFt EXC€EDS REOUIFI.EMENTS INTliE SPECIFICATIONS TABLE.
3. PI.ACS.AH OIL ADSORBENT PAO OR PIU.OW OVER INLET GRATE v.1-IEN OIL
S?II..LSAREACOfiCERN.
4. INSPECT PER REGULATORY REOOIREMENTS.
5. 6':e~~:;~:!:_lERSACKSKALLW.T~THEINSIDE WIOTli
IS. lliE OEPllf, '0", OF THE ALTER SAC!< SKAI.J. BE BETWEEW 18 INCHES AHD
3$1t•ICHES.
7. 1lif LENG'TH, 'L", OFTHEF!LTERSACKSIW..L.MA.TCHTHE INS\OSI..ENGTH
OF lliE ORATED INlET BOX.
LOW TO t.lODERATE flOW GEOra:TlLE FABRIC SPECIFICA.TlOHTAB\.E
PROPERTIES TEST METHOD UNtn:
GR.'.EI TENSILE STRENGTH ~ D-4832 300 LBS
GRABTENSIL.EEl.ONGA.TIOO ASTMD-4832 20'11.
PUN(;I"\/RE ASTM D--4833 120 UlS
UlAUN BURST ASTt.l 0-37M iSOO PSI
~OIDTEAR: ASTMD-4SJ.3 120LBS
1JV RESISTANCE ASTM D-4355 80%
APP~ OPENING SIZE ASTM D-4751 40 US SIEVE
FLOW AATE ASTM D--4-191 40 GALIMIWSO FT
PERMlTTMTY ASTM Q-.4491 0.5.5 SEC -1
UOD£FIATE TO HIGH A.OW GEO"TEI:TlLE FA&RIC SPECIFICATION TABLE
PROPERTIES TEST UE11-IOD W•-IITS
GRAS TENSILE STRENGlli ASTM 0-«12 21!5 LBS
GRABTENS!l.EEl.ONGATlON ASTMD-4S:l2 20%
?UNcruRE. AS'Ilol D--4833 1 35 LBS
MLUEN 6URST ASllol o-37!6 420 PSI
TRA?EZOIO TEAR: ASTM D-4533 45 LBS
W RESISTANCE ASTM 0--4355 iO%
APP~OPENINGSIZE ASTMD-4751 20USSIEVE
FLOW AATE ASTM 0--4-tB1 200 GA!.MINISO n
PERMITTMTY ASTU0-4491 1.SSEC-1
TYPE 5 AND 6 CURB INLET TYPE 9 CURB INLET
SYNTHETIC CURB INLET ALTER
(GEOHAY OR APPfiOVED EQUAl..)
(SEE DETAIL THIS SHEET)
. '
l FRONTVIEW
EXJ5T1NGCURBINL.ET
NOTES:
GRAS TENSILE STRENGTH
GRAB TENSILE aONGATlON
'"""""' MUI.l.ENBURST
TRAPEZOIOTEAR:
WAESISTAHO:
APPARENTOf'ENINCJ SIZE
R.OWAAT<
''"'""'"""
'""'""'". GRAB TENSILE STRENGTH
GRAB TENSILE ELONGATION
'"""'""' MULL.ENSURST
TRAPEZOID TEAR
UVRESISTAHO:
Al'PAREHT OPENINCJ SIZE
R.OWAAT< '""'mM<Y
TEST METHOD ,..,...,..., ,..,...,..., ...,......, ,..,..,,.,,.,
"""""" ...,..,..,,
.-.slMD-4761
A.STMD-4-f91
ASTMD-4491
TEST METHOD ........ , ...,.....,
ASTMD--1133 ...,..,., ..
"""""" ...,....,
ASTMD-4751
ASTMD-4491
ASTh\D-4491
u•"" ,.,CBS
'" '"CBS ""''" '"""' '" •OUSSIEVE
4013AJ..JMIWSQFT
OMSEC-1
''"'" ,.
13!it.BS
UOPSI
""" "" 20USSIEVE
200CIAI..IMINISQFT
USEC-1
1. THE DJRB lht..ET PRcrtECTOR SHALL BE PlA.CEO IN ~OtiT OF THE CUR9 INLET THRCM. T LAYINO IN THE CONTOUR
2. CURB INLET PROTECTOR SI-W..L BE fiSTA.!...LED AND MAIIn"...,.._,ED PER MANUFACT\JRER"S SI>ECIFICATlOHS.
3. GEOTEXT1LESHAlL BE A WOVEN ?OLYPROP'I'l..ENE FABRIC -mAT MEETS OR EXcaooS R.EOUI~ IN THE
SF'ECIFICo\TIONSTABl.E.
4. INSPECT PER REGULATORY REOlltREM91TS.
ALIIlYS CALL 811
BDORIYOUDICJ ® IIOIIllillT'S BILOII
lHE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE
LOCATION AND/OR ELEVATION OF EXISTING UTIUTlES AS SHOWN
ON THESE PlANS IS BASED ON DESIGN DRAWINGS, RECORDS OF
lHE VARIOUS UTIUTY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. CORESTATES, INC. DOES
NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE
CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY
COMPANIES AT LEAST 7Z HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIELD LOCATIONS OF UTILITIES. www.calsunshlnt.com
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( IN FEET )
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KEYED NOTES Q
A. BUILDING, SLAB, AND APPURTENANCES TO BE REMOVED . (2,806 SF±)
B. CONCRETE BLOCK WALL TO BE REMOVED.
• C. CONCRETE CURB TO BE REMOVED. (540 lF ±)
D. CLEANOUT AND SANITARY SEWER LINE TO BE REMOVED.
CONTRACTOR TO FIELD VERIFY EXISTING SEWER lATERAL
ALIGNMENT, DEPTH AND ULTIMATE TERMINATION PRIOR TO
CONSTRUCTION OR DEMOLITION ACTNITIES. REFER TO "ALERT TO
CONTRACTOR• NOTE THIS SHEET.
E. GREASE TRAP AND PIPING TO BE REMOVED.
F. EXISTING WATER METER AND SERVICE LINE TO BE REMOVED.
G. EXISTING BACKFLOW PREVENTER ASSEMBLYS AND SERVICE LINE TO
BUI LDING TO BE REMOVED.
H. ELECTRIC METER, TRANSFORMER AND SERVICE liNE TO BE
REMOVED. CONTRACTOR TO COORDINATE WITH FLORIDA POWER
AND LIGHT TO DISCONNECT EXISTING SERVICE. CONTRACTOR TO
F IELD LOCATE EXISTING SERVICE LINE PRIOR TO REMOVAL
EXISTING OVERHEAD TELEPHONE CONNECTION TO BE REMOVED.
CONTRACTOR TO COORDINATE WITH TELEPHONE COMPANY TO
DISCONNECT EXISTING SERVICE. CONTRACTOR TO FIELD LOCATE
EXISTING SERVICE LINE PRIOR TO REMOVAL
J. WOOD POWER POLE TO BE REMOVED.
K. CONCRETE LIGHT POLE TO BE REMOVED.
L. WENDY'S SIGN AND BASE TO BE REMOVED.
M. SPEAKER BOX CANOPY, MENU BOARD AND APPURTENANCES TO BE
REMOVED.
N. CABLE SERVICE LI NE TO BE REMOVED TO PROPERTY LINE AND
MARKED FOR FUTURE RECONNECTI ON. CONTRACTOR TO
COORDINATE WITH CABLE COMPANY.
0. EXISTI NG 10~ CEMENT ASBESTOS WATER MAIN TO BE REMOVED OR
ABANDONED AND GROUTED IN PLACE (132 LF ±). IF ABANDONED IN
PLACE THE PIPE SHALL BE GROUTED FULL WITH CONCRETE GROUT
MIXTURE DESIGN RINKER #1315167 OR APPROVED EQUAL
P. SANrTARY SEWER CLEANOUT TO BE REMOVED FOR NEW CLEANOUT
CONNECTION AT PROPERlY LINE. REFER TO SHEET C-7.
EXISTING LEGEND PROPOSED LEGEND
PROPERTY LINE
11 12 13
DEMOLITION NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL. AND
DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTiiORITIES) ALL
STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES,
DRAINAGE, SlRUCTURES, UTILITIES, ETC., SUCH THAT TilE IMPROVEMENTS
SHOWN ON THE REMAINING PlANS CAN BE CONSTRUCTED. ALL FACI LmES TO BE
REMOVED SHALL BE UNDERCUT TO SUrTABLE MATERIAL AND BROUGHT TO GRADE
WI TH SUITABLE COMPACTED FILL MATERIAL PER THE CONTRACT DOCUMENTS.
2. THE CONTRACTOR IS RESPONS IBLE FOR REMOVING AU. DEBRIS FRO M THE SITE
AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS
RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION "AND
DISPOSAL
3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES
PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR
SHALL COORD INATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF
WORK WHICH MAY BE PERFORMED BY THE UTIUTY COMPANY'S FORCES AND ANY
FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. TI-lE
CONTRACTOR IS RESPONSIBLE FOR PAYING All FEES AND CHARGES .
4. THE LOCATIONS OF All EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN
DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE
CONVENIENCE OF THE CONTRACTOR THE ENGINEER ASSUMES NO
. RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION
ACTIVITY, THE CONlRACTOR SHALL NOTIFY THE UTlUTY COMPANIES FOR ONSITE
LOCATIONS OF EXISTING UTILITIES.
5. ALL EXISTI NG SEWERS, PIPI NG AND UTILITIES SHOWN ARE NOT TO BE
INTERPRETED AS THE EXACT LOCATION, OR AS Tl-IE ON LY OBSTACLES THAT MAY
OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION
AROUND At{'( ANTIC IPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES
REGARDING DESlRUCTION AND REMOVAL OF All SERVICE LINES AND CAP All
UNES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMI NED TO BE
ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING.
6. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES
NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE
AFFECTED UTILITY COMPANY AND REMOVED TO THE PROPERTY UNE. ADEQUATE
TI ME SHAll BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE
UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTIUTY
SERVICE. CONTRACTO R SHAlL PAY ClOSE ATTENTION TO EXISTING UTilrTIES
WITHIN THE ANY ROAD RIGHT OF WAY-DURING CONSTRUCTION .
7. CONlRACTOR MUST PROTECT THE PUBLIC AT All TI MES WITH FENCING,
BARRICADES, ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT
PRACTICES) AS APPROVED BY THE OWNER. THE MAXIMUM EXTENT OF FENCING
SHALL BE TO THE PROPERTY LINE.
8. TO CREATE A SECURE BARRIER AROUND THE PERIMETER OF THE SI1E DURING
THE CONSTRUCTION PHASE, CONTRACTOR IS TO INSTALL A POST-IN-GROUND
TEMPORARY CHAIN LINK FENCE IN COMPLIANCE WITH ASTM A-392-06. FENCE TO
BE 6'-0' ABOVE ADJACENT GRADE. POSTS INSTALlED 2'-0" BELOW GRADE.
CONSTRUCTION ENTRANCE TO BE EQUIPPED WITH A DOUBLE-SWING GAlE WITH A
TOTAL WIDTH OF 24'-0• (M IN.) TO PROVIDE VEHICLE AND EQUIPMENT ACCESS.
FENCE TO REMAIN IN PLACE FOR n-tE DU RATION OF CONSTRUCTION ACTIVITIES.
CONTRACTOR TO PROVIDE MESH PRIVACY SCREEN WITH OPAC ITY OF 80% OR
GREATER.
9. CONTINUOUS ACCESS SHAll BE MAINTAINED FOR THE SURROUNDING
PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES.
10. PRIOR TO DEMOUTION OCCURRING, AU. EROSION CONTROL DEVICES ARE TO BE
INSTALLED.
11. CON"TR..i.CTOR SHALL LI MIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE
AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT
IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR IrS REMOVAL AND REPAIR.
12. THE CONTRACTOR SHALL COORDINATE WAT ER MAIN WORK WITH THE FIRE
DEPARTMENT AND THE CITY/COUNTY UTILITY DEPARTMENT TO PLAN PROPOSED
IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTl. Y
AVAILABLE TO THE BUILDING AND SITE THROUGHOUT THIS SPEC IFIC WORK AND
THROUGH All PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE
FORARRANGINGIPROVIOINGAtff REQUIRED WATER MAIN SHUTOFFS WITH THE
CITY/COUNTY DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER
MAIN SHUTOFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO
EXTRA COMPENSATION WILL BE PROVIDED.
13. DAMAGE TO AU EXISTI NG CONDITIONS DESIGNATED TO REMAIN WILL BE
REPLACED AT CONTRACTOR'S EXPENSE.
14. REFER TO SHEETS L-01 FOR TREES TO BE REMOVED, RELOCATED AND TO REMAIN.
-----CONCRETE CURB TO BE REMOVED
D ASPHALTPAVEMENTTOBEREMOVEO
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BUILDING TO BE REMOVED
CONCRETE SIDEWALK/PAVEMENT TO BE REMOVED
UTILITY TO BE REMOVED
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ALERT TO CONTRACTOR:
PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO AMY
STORM DRAIN, SANrTARY SEWER, WATER MA IN OR ANY OF THE
DRY UnLinES, THE CONTRACTOR SHALL EXCAVATE, VERIFY
AND CALCULATE All POINTS OF CONNECTION AND All UTIUTY
CROSSINGS AND INFORM ENGINEER AND THE OWNER OF ANY
CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN.
NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR
TO CONSTRUCTION. ENGINEER AND OWNER SHAll. BE HELD
HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO
MAKE SUCH NOTIFICATION.
LIMITS OF PROTECTIVE TREE BARRJCADES
EXISTING TREE TO BE REMOVED OR RELOCATED
®· r•s BILOII
C1LL 811
YOU DIG
www.ealsunsll lne.com
THE CONTRACTOR IS SPECIFICALLY CAUT10NED THAT THE
LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN
ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF
THE VARIOUS UTILITY COMPANIES, AND WH ERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. CORESTATES, INC. DOES
NOT GUARANTEE THAT LOCATIO NS SHOWN ARE EXACT. THE
CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY
COMPANIES AT LEAST72 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FJELD LOC AnONS OF UTILITIES.
C-4
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EXISTING LEGEND
J{
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i r I
( IN FEET )
I inch • 20 fL
79.43'APPROX.
TO RESIDE~
STRUCTURE ;~
PROPOSED LEGEND
PR\)PERlY UNE
BUILDING SETBACK LINE
-----------LANDSCAPE BUFFER LINE
~.:..·.-_,_-:.:;·-'"-:.···· -· --: ---.~..--1 BUILDING
j ;~ : ~-. ~-.~· .. :: -J CONCRETE PAVEMENT
1·: ., :~ · ::_.· .. ~:j CONCRETE SIDEWALK
I I ASPHALT PAVEMENT
¢= TRAFFIC ARROW
@ PARKING COUNT SYM BOL
0 STORM C ATCH BASIN
• 0> SITE LIGHTING POLE
RETAINING WALL
10
KEYED NOTES: 0
A. PROPOSED 3,450 SF BANK. REFER TO ARCHrTECTURAL PLANS
FOR DETAILS AND ELEVATIONS.
B. PROPOSED CANOPY FOR T HE DR!VE-THRU. REFER TO
ARCHITECTURAL PLANS FOR DETAILS AND ELEVATIONS.
C. PROPOSED 10' x 18.5' PARKING SPACE.
D. PROPOSED 12' x 18.5' ADA PARKING SPACE. REFER TO SHEET
CD-3 FOR DETAIL
E. PROPOSED 5' WIDE ADA COMPLIANT LOADING AREA. REFER TO
SHEET C0-3 FOR DETAIL .
F. PROPOSED MJA PARKING SIGN WITH BREAK AWAY POST.
REFER TO SHEET C0-3 FOR DETAIL
G. PROPOSED ADA COMPLIANT CURB RAMP. REFER TO SHEET
C0-2 FOR DETAIL
H. PROPOSED 3' WIDE DETECTABLE WARN ING. REFER TO SHEET
CD-2 FOR DETAIL
PROPOSED 5' WIDE CONCRETE SIDEWALK WITH TURNED DOWN
EDGE. REFER TO SHEET C0-2 FOR DETAIL
J, PROPOSED 5' WIDE CONCRETE SIDEWALK REFER TO SHEET
CD-2 FOR DETAIL
K PROPOSED TYPE "D" CURB. REFER TO SHEET C0-2 FOR DETAIL
L PROPOSED TYPE "F" CURB. REFER TO SHEET C0-2 FOR DETAIL
M. PROPOSED DROP CURB PER FOOT INDEX 300. REFER TO SHEET
C0-2 FOR DETAIL
N. PROPOSED 24" WIDE STOP BAR WITH "STOP" PAINTED ON
PAVEMENT. REFER TO SHEET C0-3 FOR DETAIL
0. PROPOSED STOP SIGN (R1-1}. REFER TO SHEET C0-3 FOR
DETAIL
P. PROPOSED "DO NOT ENTER" SIGN (RS-1). REFER TO SHEET CD-3
FOR DETAIL
Q. PROPOSED "RIGHT TURN ONLY" SIGN {R3-5R). REFER TO SHEET
C0-3 FOR DETAIL
R. PROPOSED M-40 MONUMENT SIGN. REFER TO DET All TI-llS
SHEET.
S. PROPOSED 6' HIGH CMU WALL WAU IS 6' HIGH ON THE WEST
SIDE AND 11.5' HIGH ON THE EAST SIDE. REFER TO SHEET CD-4
FOR DETAILS. APPLY TWO COAT STUCCO SYSTEM ON CMU
WALL PAIN1ED TO MATCH BUILDING COLOR "lATIE", REFER TO
ARCHITECTURAL PlANS FOR PAINT SPECIFICATIONS.
T. PROPOSED BIKE RACK. REFER TO SHEET CD-2 FOR DETAIL
U. PROPOSED TRANSFORMER LOCATION .
V. PROPOSED DUAL ATMNAC COMBO.
W. PROPOSED FUTURE DUMPSTER LOCATION.
X. PROPOSED CONCRETE TURNOUT PER FOOT INDEX 515.
Y. PROPOSED FOOT CURB RAMP (CR21) PER FOOT INDEX 304.
Z. PROPOSED S WIDE CONCRETE SIDEWALK REFER TO NOTE 15
AND 16 THIS SHEET.
AA. PROPOSED WHEEL STOP. REFER TO SHEET CD-2 FOR DETAIL..
AB. PROPOSED CMU WALL W ITH 3' HIGH STEEL FENCE. REFER TO
SHEET C-6, GRADING PLAN FOR HEIGHT AND SHEET CD-4 FOR
WALL AND FENCE DETAILS. APPLY TWO COAT SnJCCO SYSTEM
ON CMU WALL PAINTED TO MATCH BUILDING COLOR "LA TIE'',
REFER TO ARCHITECTURAL PLANS FOR PAINT SPECIFICATIONS.
SITE NOTES:
1. REFER TO SHEET CV·2 FOR GENERAL NOTES.
2. REFER TO SHEET C-4 FOR OEMOLmON PLAN.
3. REFER TO SHEET C..S FOR GRADING AND DRAINAGE PLAN.
4. REFER TO SHEET C-7 FOR UTILITY PLAN.
5. REFER TO SHEET L..01 FOR LANDSCAPE PLAN.
6. REFER TO SHEET EP1.0 FOR SITE LIGHTING POLE DETAILS
AND PHOTOMETRIC PLAN.
7. All DIMENSIONS ARE TO GROUND LEVEL IMPROVEMENTS
{FACE OF CURB, CONCRETE SLAB, ETC.) UNLESS NOTED
OTHERWISE. REFER TO ARCHITECTURAl PLANS FOR
BUILDING AND CANOPY DETAILS.
B. All NEW BUILDING AND SITE SIGNAGE WILL COMPLY WllH
ZONING REGUlATIONS.
9. All DIMENSIONS FROM PROPERTY LINES ARE
PERPENDICULAR UNLESS OTHERWISE NOTED.
10. CONTRACTOR TO SOD All DISTURBED AREA UNLESS
NOTED OTHERWISE .
11. CONTRACTOR TO INSTAll MEDIUM DUlY ASPHALT IN All
AREAS. REFER TO SHEET C0-2 FOR ASPHALT PAVING
DETAIL
12. ANY ADJACENT EXISTING LANDSCAPE MATERIAL
DESTROYED DURING CONSTRUCTION SHALl. BE REPLACED
PER COUNTY REGULATIONS.
13. ALl lANDSCAPE AREAS ARE TO BE IRRIGATED WITH AN
UNDERGROUND SYSTEM PROVIDING 100% COVERAGE.
IRRIGATION SYSTEM SHALL INCLUDE RAIN AND SOIL
SENSORS.
14. SCUD WASTE COLLECTION FOR THIS PROPOSED
DEVELOPMENT W ILL UTILIZE A PROPRIETARY HAUL AWAY
SERVICE.
15.
16.
17. THE DRIVEWAY CONNECTION WITHIN THE FOOT
RIGHT ..OF-WAY SHALL BE CONSTRUCTED PER FOOT
STANDARD INDEX 515 .
18. THE EDGE OF TRAVEL LANE WITHIN "THE FOOT
RIGHT -OF-WAY SHALL BE SAW CUT PRIOR TO THE REMOVAL
OF ANY MATERIALS.
19. All OTHER STRIPING, EXCLUDING PARKING STALLS, SHALL
BE INSTAllED WITH THERMOPlASTIC MATERIALS.
11 12 13
SITE DATA TABLE
LAND USE
PARCEL 10#: 52-43-42...Q4....00-007-0030
CURRENT ZONING: CG-1 (GENERAL COMMERCIAL}
PROPOSED ZONING: PUD/CG-1 (PLANNED UNIT
DEVELOPMENT/GENERAL COMMERCIAL)
FUTURE lAND USE: C (COMMERCIAL)
EXISTING USE: RESTAURANT, FAST FOOD w/ DRIVE
THROUGH
PROPOSED USE: . BANK/FINANCIAL INSTITUTION
w/ DRIVE THROUGH
TOTAL PARCEL AREA 34,838 SF/ 0.80 AC
EXISTING IMPERVIOUS AREA 26,003 SF/ 0.60 AC (74.64%)
EXISTING OPEN SPACE 8,835 SF/ 0.20 AC (25.36%)
PROPOSED IMPERVIOUS AREA 20,974 SF/ 0.48 AC (60.20%)
PROPOSED OPEN SPACE 13,864 SF/ 0 .32 AC (39.80%)
REQUIRED OPEN SPACE: 5,226 SF/ 0.12 AC (15"/o)
BUILDING DATA
EXISTING:
EXISTING BUILDI NG (1 STORY): 2,806 SF :t
PROPOSED:
PROPOSED BUILDING (1 STORY) 3.450 SF
BUILDING COVERAGE:
MAXIMUM BY CODE 0.35FAR
PROPOSED 0.10 FAR
BUILDING HEIGHT:
MAXIMUM BY CODE 36 FEET±
PROPOSED 26 FEET±
REQUIRED SETBACKS:
SIDE (SOUTH) 15 FEET
REAR(EAST) 90 FEET
SIDE (NORTH) 15 FEET
FRONT (WEST) 50 FEET
PROVIDED SETBACKS:
SIDE (SOUTH) 69.56 FEET {CANOPY}
REAR(EAST) 52.42 FEET (CANOPY)
SIDE (NORTH) 16.32 FEET
FRONT (WEST) 50.31 FEET
PARKING TABLE
STANDARD ADA(12'x20') TOTAL
REQUIRED (1 PER 250 SF GFA) 13 1 "
PROVIDED* 23 1 24
• ADDmONAL OPEN PERVIOUS SPACE FOR PARKING SPACE INCREASE:
REQUIRED: 10 PARKING SPACES x 185 SF/PARKING SPACE X 1.5 = 2,ns SF
PROVIDED: 8,638 SF (PROPOSED OPEN SPACE MINUS REQUIRED OPEN SPACE}
WAIVER TABLE
.---------, THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE
LOCATION AND/OR ELEVATION OF EXIST ING UTIUTIES AS SHOWN
ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF
THE VARJOUS UTILfTY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. CORESTATES, INC. DOES
NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE
CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY
COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIELD LO CATIONS OF UTILITIES.
®DO!IICIIJ.T'S BILOII f'~\\~~M
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{REFER TO SHEET C0-4
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SECTION A-A
SCALE: 1"-5'
L_
4
l'HIGHSTEELFEHCE•
TOP OF fEtlC§ EL• 19.30 (REFER TO SHEET C[)-.4
FOROETALJ
SECTION B-B
SCALE: 1" -5'
5
DRIVE THRU GRADING DETAIL AOA RAMP/PARKING GRADING DETAIL
SCALE 1' c 10' SCALE 1' •10'
7
SECTION C-C
SCALE: 1""' 5'
EXISTING LEGEND
8 9
GRAPHIC :':Ci\LE
~ 1 ---i r
~-( II\ F(ET )
ind1 = 20 rl
PROPOSED LEGEND
----PROPERTY UNE
':====~ BUILDING I I ASPHALT PAVEMENT
I;· . : ~~-:) CONCRETE PAVEMENT
h ·>.". :;·;:, 4 CONCRETE SIDEWALK
--.·l--EX ISTING CONTOUR
--21.0--PROPOSED CONTOUR
-~~~-TYPE ·o• CURB
===== TYPE "F" CURB
FLOWUNE
~ SLOPE AND FLOW ARROW
~ SPOT ELEVATION
~STRUCTURE NUMBER
m::: lfi STORMWATER PIPE & DIRECTION OF FLOW
STORM CATCH B ASIN
STORM CLEANOUT
DRAINAGE SUB-BASIN
====== RETAIN ING WALL
DRAINAGE SCHEDULE
STRUCTURE STRUCTURE DRAINAGE AREA
NUMBER TYPE TO STRUCTURE {AC.)
+ ST·1 TYPE'9"CURB INLET 0.13
+ ST-2 TYPE "9" CURB INLET 0.21
ST-3 A CLEANOUT 0.02
ST..JB CLEANOUT 0.00
ST·JC srua 0.01
ST·3D CLEANOUT 0.00
ST..JE CLEANOUT 0.02
ST·3F CLEANOUT 0.00
ST·3 TYPE '9' CURB INLET 0.07
ST~ TYPE '9" CURB INLET 0.07
ST-SA CLEANOUT 0.02
ST..SB CLE ANOUT 0.01
+ ST-5 TYPE P MANHOLE 0,00
* ST~ PIPE END (OUTFALL) 0.00
* ST-7 PIPE END (Ol!TFALL) 0.00
GRATEJEOP/
RIMELEV.
14.60
14.52
13.85
13.85
16.03
16.34
16.17
14.80
14.60
15.70
15.93
15,36
10
i
INVERT ELEV,
12.60 (N). 8.10 (S)
12.60 (S), 8.10 (N), 8.10 (W)
10.27
9.94
9.56
9.36
9.48
9.25
6.60 (N), B.10 (E), 8.10 {NW)
8.10
12.00
12.1 3
11.50 (N), 8.10 (W), 8.10 (E)
12.38
12.52
+ 6' WlDE EXFIL TRATION TRENCH (212LF TOTAL). REFER TO SHEET C0.3 FOR DETAIL
*INSTALLS" x 10'INCREASERAND SECnON OF 10" PVC THROUGH WALL
(REFER TO SHEET CD-4 FOR WALL OPENING DETAIL)
11 12
GRADING NOTES
1. AU PAVING AND GRADING CONSTRUCTION MATERIALS AND METHODS SHALL MEET THE
STANDARD SPECIFICATIONS AND REQUIREMENTS OF THE FOOT,
Z. CONTRACTOR IS RESPONSIBLE FOR OEMOUTlON OF EXISTING STRUCTURES INCLUDING
REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILmES ARE TO BE
REMOVED TO THE RIGHT-OF-WAY.
13
3. THE CONTRACTOR IS SPECIACALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UnLITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS
UllUTY COMPANIES, AND VVHERE POSSIBLE, MEASUREMENTS TAKEN IN ll-IE FIELD. THE
INFORMATION IS NOT TO BE RELIED ON AS B8NG EXACT OR COMPLETE. THE CONTRACTOR
MUST CALL THE APPROPRIATE UllUTY COMPANIES AT LEAST 72 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILffiES. fT SHALl BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXJSTING UTILITIES WHIC H
CONFUCT V11tTH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
4. ALL CUT OR FILl SlOPES SHALL BE 3:1 OR FlATTER UNLESS OTHERWISE NOTED.
5. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION.
6, STORM PIPES TO BE ClEANED OUT TO REMOVE All SILT AND DEBRIS. PRIOR TO ANAL
INSPECTION.
7. EXISTING CONTOUR INTERVALS SHOWN AT 0.5 FOOT.
B. PROPOSED CONTOUR INTERVALS SHOWN AT 0.5 FOOT.
9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL
BE THE CONTRACTORS RESPONSIBIUTY TO REPA..IR ANDIOR REPLACE n-tE EXISTING
STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
10, AlL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT
STRUCTURE IS WATERnGI-fT.
11. All. STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH 'MTH PAVEMENT, AND
SHALL HAVE TRAFAC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6"
ABOVE FINISH GRADE, UDS SHAll. BE LABELED "STORM SEWER",
12. THE CONTRACTOR SHALl. ADHERE TO All TERMS & CONDITIONS AS OUTUNED IN THE EPA OR
APPUCABLE STATE GENERAL N.P.O.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED
WITH qoNSTRUCllON ACTMTIES.
13. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A
SMOOTH FIT AND CONTINUOUS GRADE.
14. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BU ILD INGS FOR AU. NATURAL
AND PAVED AREAS.
15. TOPOGRAPHIC INFOaMATION IS TMEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS.
IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS,
Wl'l'HOUT EXCEPTION, THEN THE CON'TRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A
TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW.
16. AU. UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF
TOPSOIL. CONTRACTOR SHALL APPLY STABIUZATION FABRIC TO ALL SLOPES 3H:1V OR
STEEPER. CONTRACTOR SHALL STABI UZE DISTURBED AREAS IN ACCORDANCE WITH
GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED.
17. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE
CONSTRUCTED TO SAME.
18. AlL STORM STRUCfURES SHAll HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM
INVERT IN TO INVERT OUT, UNLESS OTHERWISE NOTED.
19. CONTRACTOR TO I'AAINTAIN 1.5% MAXIMUM CROSS..S LOPE ON ALL SIDEWALKS AND
CROSSWALKS. CONTRACTOR TO MODIFY PAVEMENT GRADES AS NECESSARY TO MAINTAIN
MAXIMUM CROSS...SLOPE IN CROSSWALKS.
20. CONTRACTOR TO PROVIDE POSmVE DRAINAGE AWAY FROM ALL STRUCTURES WITH 1%
MINIMUM SLOPE IN PERVIOUS AREAS AND 1.5% MINIMUM SLOPE IN PAVED AREAS UNLESS
OTHERWISE NOTED.
21. All ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929.
22. THIS SITE LIES IN FLOOD ZONE 'C' AS PER FEMA MAP PANEL NO. 12221..{}002 B. DATED:
JANUARY 3, 1979,
ABBREVIATIONS
BS BOTIOM OF SWALE
EP EDGE OF ASPHALT PAVEMENT
FB FACE OF BUILDING
· GC GRADE CHANGE
HP HIGH POINT
ME MATCH EXISTING
SB SIGN BASE
SG SPOT GRADE
TC TOP OF CURB
TG TOP OF GRATE
TI TOP OF lSLANO
TP TOP OF PAVEM ENT AND/OR CONCRETE
TOW TOPOFWALl.
TW TOPOFWAI.K
DOWNSTREAM PIPE INFORMATlON
BOTTOMEL LENGTH (FT) SIZEtrYPE %SLOPE
POLLUTI ON
RETARDANT
BAFFLE LOCATION
6.60 66LF-15" HOPE & 27LF 15" PERF. HOPE 0.00% YES SOVTl<
6.60 13LF-15" HOPE & 56LF 15" PERF. HOPE 0.00% YES NORTH, WEST
33 6' PVC 1.00%
58 6" PVC 1.00%
6'PVC 1.00%
11 S"PVC 1.00%
23 6"PVC 1.00".4
65 6'PVC 1.00%
6.60 10LF-15' HOPE & 56LF 15" PERF. HOPE YES EAST, WEST
6,60 YES EAST
33 6" PVC 1.00%
6.60 10LF-15' HOPE & 73LF 15" PERF. HOPE 0.00% NO
24 6'PVC 1.00%
6'PVC 1.00%
®IIOIIIIB'f'SM ~~8x~
, •. , ~. :.1:·, . .., ~ :·. ~ ).. .
THE CONTRACTOR IS SPECIFICALLY C AUTIONED THAT THE
LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN
ON THESE PLANS IS BASED ON DESIGN DRAW INGS, RECORDS OF
THE VARIOUS UTIL ITY COMPANIES, AND WHERE POSSIBLE.
MEASUREMENTS TAKEN IN THE FIELD. CORESTATES, INC. DOES
NOT GUARANTEE THAT LOCA nONS SHOWN ARE EXACT. THE
CONTRACTOR MUST CONTACT THE APPROPRLATE UTIUTY
COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIELD LOCATIONS OF unLffiES. -.cahii!NIII.CHI
C-6
8 OF 21
z
<(
_J
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w
<.9
<( z
~
0
0 z
<(
<.9 z
0
~
<.9
A
B
c
D
E
F
G
H
30"
MIN
l"PEWATERWJN""?\_ I
ATCROSSJNG1a-MINIMUM
VERTICAL
SEPARATION
~C"PVCSTORM
INVEL:9.8S
AT CROSSING
UTILITY CROSSING-1
SCALE: 1""' 10'
3 .
, ... T\
4" PVC SANITARY
INVEL:11.32
A.T CROSS ING
6"PVCSTORM
INVB.=8.98
AT CROSSING
UTILITY CROSSING-2
SCALE: 1" 10'
PROPOSED GRADE
ELEV.=15.2
II" PVC STORM
INVEl•11.72
ATCROSSIIIIG
UTILITY CROSSING-3
SCALE: 1" -10'
4' PVC SANITARY
INV EL =9.78
AT CROSSING
UTILITY CROSSING-4
SCALE: 1" 10'
WATER CONN ECTION DE TAIL
SCALE: 1" 10'
9
)'(
• GRAPHIC SCALE
i i
( IN FEET )
1 i nch = 20 !L
EXISTING LEGEND
PROPOSED LEGEND
------PROPERlY LINE
BUILDING
ASPHALT PAVEMENT
CONCRETE PAVEMENT
CONCRETE SIDEWALK
TYPE "D" CURB
TYPE "F" CURB
-"'--ue:-UNDERGROUND ELECTRIC
_., __ .,__ UNDERGROUND CABLE
-<n--UT-UNDERGROUNDTELEPHONE
--5-SAN---SANITARY SEWER
-w --w -WATER MAIN
SANITARY SEWER CLEANOUT
10
i
SANITARY SEWER STRUCTURE SYMBOL
STORMWATER PIPE & DIRECTION OF FLOW
STORM CATCH BASIN
STORM CLEANOUT
• 0> SITE LIGHTING POLE
RETAINING WALL
11 12
KEYED NOTES Q
A PROPOSED 1-112-CONNECTION POINT AND CORPORATION STOP. REFER TO SHEET
CD-1 FOR DETAIL
B. PROPOSED 1" POTABLE WATER METER REFER TO SHEET CD-1 FOR DETA IL
C. PROPOSED 1"POTABLE BACKFLOWPREVENTER. REFER TO SHEETCD-1 FOR
DETAIL
D. PROPOSED 1" PE (SOR9) DOMESTIC WATER SERVICE. MAINTAIN 36" OF COVER.
(38lF TOTAL)
E. PROPOSED LOCAT ION FOR POTABLE WATER TIE IN TO THE BUILDING. REFER TO
ARCHITECTURAL PlANS FOR DETAILS.
F. CONNECT TO EXISTING 4" SANITARY SEWER LATERAL CONTRACTOR TO FIELD
VERIFY LOCATION AND INVERTS PRIOR TO CONSTRUCTION. (SEE NOTE #6)
G. PROPOSED 4" SDR-26 PVC SANITARY SEWER SERVICE. SANITARY SEWER P IPE TO
BE RUN AT A MINIMUM SLOPE OF 1%.
H. PROPOSED 4" WYE.
PROPOSED CLEANOUT LOCATION. REFER TO DETAIL ON SHEET C0-1.
J . PROPOSED LOCATION FOR SANITARY SEWER TIE IN TO THE BUILDING. REFER TO
ARCHITECTURAL PLANS FOR DETAILS.
K PROPOSED POINT OF CONNECTION FOR TELEPHONE SERVICE CONTRACTOR TO
COORDINATE WJ1H TELEPHONE COMPANY.
L CONTRACTOR TO PROVIDE UNDERGROUND CONDUIT FOR TELEPHONE. REFER TO
THE ARCHITECTURAL ELECTRICAL PLANS FOR CONDUIT SIZES. CONlRACTOR TO
COORDINATE WITH TELEPHONE COMPANY FOR CONDUIT SPECIFICATIONS.
M. PROPOSED LOCATION FOR UNDERGROUND ELECTRICAL. TELEPHONE AND CABLE
TIE IN TO THE BUILDING. REFER TO ARCHITECTURAL PLANS FOR DETAILS.
N. PROPOSED POINT OF CONNECTION FOR UNDERGROUND CABLE SERVICE.
CONTRACTOR TO COORDINATE 'vVITH CABLE COMPANY.
0 . CONTRACTOR TO PROV IDE UNDERGROUND CONDUIT FOR CABLE. REFER TO THE
ARCHITECTURAL ELECTRICAL PLANS FOR CONDUIT SIZES. CONTRACTOR TO
COORDINATE WITH CABLE COMPANY FOR CONDUIT SPECIFICATIONS.
P . PROPOSED POINT OF CONNECTION FOR UNDERGROUND ELECTRIC SERVICE.
CONTRACTOR TO COORDINATE 'vVITH ELECTRIC COMPANY.
Q. PROPOSED PRIMARY UNDERGROUND ELECTRICAL CONDUITS. REFER TO THE
ARCHITECTURAL ELECTRICAL PLANS FOR CONDUIT SIZES. CONTRACTOR TO
COORDINATE W ITH ELECTRIC COMPANY FOR CONDUIT SPECIFICATIONS.
R PROPOSED TRANSFORMER AND PAD. CONTRACTOR TO COORDINATE WITH THE
ELECTRIC COMPANY FOR PAD REQUIREMENTS AND TRANSFORMER IN STALLATION.
S. PROPOSED PEDESTAL METER AND MANUAL TRANSFER SWITCH.
T. PROPOSED SECONDARY UNDERGROUND ELECTRICAL CONDUITS.
U. PROPOSED 1"1RRIGATION WATER METER REFER TO SHEET C0-1 FOR DETAIL
V. PROPOSED 1-1 /2"IRRIGATION BACKFLOW PREVENTER. REFER TO SHEET C0-1 FOR
DETAIL
W. PROPOSED 10"-45" DIP MECHANICAL JOINT ELBOW.
X. PROPOSED 10" DIP WATER MAIN. (138 LF TOTAL)
Y. PROPOSED 10" DIP MECHANICAL JOINTWYE FITnNG.
Z. PROPOSED 10" MECHANICAL JOINT PLUG .
AA PROPOSED 12 LF OF 8" STEEL CASI NG THROUGH WALL AS NECESSARY TO
ACCOMMODATE NEW SEWER LATERAL
AB. EXISTING FIRE HYDRANT.
1. REFER TO SHEET CV-2 FOR GENERAL NOTES.
2. REFER TO SHEET C-4 FOR DEMOLITION PLAN.
3. REFER TO SHEET C-6 FOR GRADING AN D DRAINAGE PLAN .
4 . REFER TO SHEET L..0 1 FOR LANDSCAPE PLAN.
5. REFER TO SHEET IR..01 FOR IRRIGATION PLAN.
6. THE CONTRACTOR IS SPECIFICAll. Y CAUTIONED THAT THE LOCATION AND I OR
ELEVATION OF EXISTING UTIUTIES AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON
AS BEING COMPLETE OR EXACT. THE CONTRACTOR MUST CALL THE APPROPRIATE
UTIUTY COMPANIES AT LEAST 72 HOURS BEFORE ANY EX CAVA TlON TO REQUEST
EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO RELOCATE ALL EXISTlNG UTILITIES WHICH CONFLICT W ITH THE
PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
7. REFER TO ARCHITECTURAL PLANS FOR SITE ELECTRICAL PLANS.
8. REFER TO SHEET C0-4 FOR RETAINING WALL PlAN AND SECTIONS.
9. ALL ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929.
13
SANITARY SEWER SCHEDULE
STRUCTURE STRUCTIJRE
NUMBER 1YPE
SAN-1 STUB
SAN-2 CLEANOUT
SAN-4 CLEANOUT
SAN-S CLEAN OUT
SAN-<; CLEAN OUT
SAN-7 CLEAN OUT
GRATEIEOP/
RIMELEV.
14.75
15.70
15.41
14.84
10.46
INVERT ELEV.
12.10
12.00
10.90
10.30
9.74
9.12
DOll lOll'!" s I!ILOII
ALlllYS CALL 811
BIPORI YOU DIG
www.c~lsunsl!lne.com
DOWNSTREAM PIPE INFORMATION
PIPE LENGTH PIPE PERCENT
(FEET) SIZEITYPE SLOPE
10 4" SOR-26 PVC 1.00%
50 4" SOR-26 PVC 1.00%
60 4" SDR-26 PVC 1.00%
56 4" SDR-26 PVC 1.00%
14 4" SDR-26 PVC 4.43%
EXISTING TO REMAIN
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE
LOCATIO N AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN
ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF
Tl!E VARIOUS UTILI1Y COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. CORESTATES, INC. DOES
NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE
CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY
COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAV ATION TO
REQUEST EXACT FIELD LOCATIONS OF UTILITIES.
<D
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:::!; a. ..,
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Q. SERVICE CJ,SJH~ SW.U. NOT 8E INSJAU.ED Ill' WAlDI: JETTINC t/NODI RtwlWA'I'.
\O.CALVAI'IIZECISCH£1M.E40CA.SIHCII£QUIREDF11R~INST.ouA110r.!REQUI111r.!CAJA!:I(AA0BOf1£.SCI1£0UU:.OP'oe
..... T BE USED FeR~ OI'El'l on tloi$1'.\UAliJN W11">t 111£ AI'PRVJ~ 0~ SUO.. C\SIIIC SIICIUlO EXl£NO TEH (10) fEET BE'I'ONO
EDCEOfPI.VElo!ENT#J\IISJZEDASFllLLCWS:
A.) 1" SllMCtU5l2' ~INO
B.)\ 1/2" SEJMCEUSEY CASINC
C.)Z"SE!Mt:f;IISt4"CAStNI>
CONSTRUCTION STANDARDS AND DETAILS
CROSS W[!j p! !JG ill
·~ TYPICAl SfC]QN
Atl"THRUST 8l..fXXS SHALl. BE Ftl!WED. LoW ftlRUS SHAlL lit NSI'ECltD 1ft' SUI. PRIOR 10TH£ POURING Of' CDN~Rm mo
!M\U.Al!OIIEINSPECTCO IJTSUAPRO!l TOC~-tliC.'M'I::Iol.ux:.r.no~~CSWHIC!l R£0U!RECON~RE1L fltACTUIHS{!HRIST)
BlOCKS, FOR PR[SSU!I[ UA!r.r$ ~OUR l~(;)its {41 A1!D GR'£A'It;R CONatETL SK'.U. W.VE 2500 P.SJ. WINIWUiol STIIENiml AT
IWDOl'l' OCH'I (21) !MYS ANti B£AA .r.GIJNST UNOtST\iREIED STAB.£ SOILS. AF!£A Of CONTACT SHJrU. BE ~EO 8'1' PIP( SllE.
UAJ\11lUNPRO:SUR£1NPII'E.NIOBtMNCCN'ACITYDr5lli\..PRtJ'TE!;TfmiNCS,SOLTS,(l'C.8YC~t;WJTH'II5QUI!!EO/I
cmtEA Al:Cf;PLllllE W.TD!W.. COIICA£TE SIW.liE A Ur>!tUIJU Of' IWEl.YE INCHES (121 TIIICI(.
THiiUSJBUJClt
PIPE SOLBI:oUIINC PIPE 5DI.BrAAIHto REMARKS
AAfAR[QUl!IED
,. ,. l7.Q$0. n. ,. u so.n. ,.. ~.oso. n. VAUJESAAEI'OR 80' BDfO, SA.SmON2CIDOI".S.F ,. lD.OSO.FT. SM£11EJoR1Nili.CWIAM>PII'£PRESS\JIEDF\~ ,. 14.0SO.fT.
~O!. P~su-;'Ei. ,5.\FEll' F.ICTOR 1'011 OTHOR 5DU
1B.OSO.FT. ,..
24.0 SQ. FT.
I. lTf'E 'K" COPPfH T\1~~ {SOFT OIWI!N} OR POLTETH'I'IDI[ 1\JBIN!i SDR 8 COPFER lUeE SIZE.
2. IF tHIS DCS'I»>CE IS tns THAH t f1D' Ohl.'l' COPPER: TUBINC gjAIJ. BE POIUJTTEO.
~~lDD~~r:EJ.Nt;,'~ =UIIIt~~o Olt.\WN) wmH IDPI'Oit/DII.l55 5a.MR f'lfm!liS AAIO AtW'TE115.
!5. APPRCNDI BACIIROW PI!EVDmO N 0£\I!CES WITH SILC:Oio/E AL.&IDI SEAL AIHCS 011 OCSXS:
A.) WATT$ 11000. Iiili l/~" TO 2"
B.).w£Sioi0Dtl.40083/4"l1:12"
C.)l'llt.IUI'IS 173 XI. J/4"10 2"
~E%~~~ ~~~~~ARAIJ..n. TO A B\JtlOINC WAlL THERE S>W.l. BE A loltNIUUM OF 2' BOWUN TilE EnG£ Of
7. BA!:1(FLOW PAMHT!ON 0£VtCE SW.U. BE EOIAPPEO 'MTH 8>U.V"l.VES.
11.84CKFLOWI'RE'o£H110110CW:ESHA.LI.BESUPI'OilTEDAr80THRtSERS'iriiTH51A'r.\!SSSTED.UNISTRUT.RISERST08E
S(CI.JIED TO UNISTRUT 'ol'ffi1 ~CH STA'If..ESS Slt[l UDUiffi~C HAADWAI!f MIO )1." H£0PRfN( thS\JlAlORS BETWEE.H At.L
OGSIIIII..o'JI.Il(l'f,L,S ,
CONSTRUCTION STANDARDS AND DETAILS
10
t<Orts: (I'ILAS( II'O'Ut 10 WRmDI SI'ECIFlCO.nONS FOR ~ R£llUti!UIOOS}
l.f'OR~SEPNlAllONSE:E'WAltR,REewii!DWATtftHIDsoro1:50'AitllnDN511iTnlOO'"OC1AIL
2. ONE Of THE f'Ot.lOWtiC FOilWS OF' R[Slli.•.HIT ~ BE US!:D f'IIOil f'lm~~ '10 F1TTV'IC fOR Pti'E 512£S UP 10 AHD
I~UJOt/ICJ12.,F011PJ>ES!ZE5CFIE'AitRTNA'I\2'BOT!IF'OR!ooiSOrR!S'TIVINTSI',O,U.BE U$!:D.
~~,::;':Oc':'~::~:.Jl;Q..~~c~li7S. CO.O.TtD..,... ~-cno.!XIO-Iol 011~ EOUOL
J.1MCDU'I.£COOHTTP[CilOSSIN(;1SPftEJlJUIED,BrJTit1H51Mt:CiOOJM0U:lii£~1'TP£0£fi.J;I;KJHI!iUS£D.U if7
B[)IO$ oUt[ P'RcrEllt£D.
~PIP£ 5HO.ll BE ~161 Rll! A I.IINJIIUII O!S'TAHC[ Of t.O' FR::lt.r tocH !(J' ~N. SEE 'I'I!'E R[STII.OINT TAI\E"
OtTM. FOil .U:011'toONAI.. ~£STIIANT DIST.o.!tCES F'OR ~P[ ~E'A'IIJI nw.l 12*.
CONSTRUCTION STANDARDS AND DETAILS
11 12 13
1 • .IJI pipe b lo be loi~ In o deon d')" l"'noh.
2. Nl mvok a~.:l uuultg~la mol.<=rlob onoo,...\e"'.:l In ltench bottom ohdl be "'moYe' on.:! rc plo;d with
compoctod ;r..,ular moler'Ol to sax a1 me>irnum .:lensi\y p•r MSI'fTO T-160. f'r<lcl.,.. om! denolly tcol
... utte trhell be oubmillod Ia EOR w;u. o =PY ~ Alrlhorilr.
J. AJ1 bodnl ohoU be pl<>e:cd In 12 Inch lllt=r ond compacl«<! by rN:chonkol moen~ \o '38;1;; of modmum
du~ty pOl" MSHTO T-\BO or u olho,.,.iao ~~""d by the p..nnillin; O'Qonq<.
4, Ulltlll• croulnq rocd r\91\t-ol-•ay ehall bD IR!IIo!Md ~rlor to rood coR!IlfiiC!lon and bockflllt<:l ond
compacted v1lNn tlghl-oi-•OJ' imlt~ In oltld acconlanco wit!> ll>e d;,ocliom; of lh~ (OR end ""'~"''""'"~II
ofolla;cncleocl/u~clion.
$. Emboodmllf1l mot.rlola boola• plpo VIall conform to Unlrlod Soli Clcu;r!caUon ~1om (U.S.C.S.) so•
Clnuirocc\ion Ckl" I or~.,, nclcd '" .o.sTW 02321.
l . All linn 11nd., cono:lruetlcn ollcll ba pl"')god "lth o wlnt plu;, end oW pnuolll'OI pl~es .,,. lll bo plu9Qtd
"Hh o "'""""""'"I plug Clr cop c\ lne onlf of V>• .-oritln~ day to ,.,_,, ground wo\or ""d polll11liol
co~tominonb tram ~lllr""J CC~mpl~l~ r..,.o ond Int.: under concl>uc~on.
7 • .l.bovr:g~u.nd piping, includi"'l ""'not r..,ilcd to. ceriol ~ooing~lif\ 'tolion ;>iping, fire fin=,
rnclor/::~~~::l p;:;~!:' .. ,!~~c P~~,"':~!c~n;t~~=~o~:l~ri~~~~i~c!c::~!:c:"!;~~d ~h;J~1~·~;.,.;;:~:7~
ohoU bo .,.rlo,...od ""lng ftOn->Ticio modla. P<>in l all azl•rior '"'""'" motol ourfocos. Tho m<>nuloclu,...'• :":;"~~= .. :~. ":~~·r..r:::!~:~··~~~,!r~:=..,~u:~~a~~ .. b:.:lt~r,!~~~d. ~~":~r::t,:'
oppraYtdoquol.
TNEI.4[C
o. Prim or: TNt:~EC-MOOIFlED POLT~O().IJ.I.INE EPOXY I U5 (3.11 to 5.0 mllu DFl} alumlruun color
b. lnlcrmclfotc Coot; '!ll[)IEC-Io\OOirlfO POLYAMIDO.IIt.IINE EPOXY (3.0 to S.O ml> OFT) ell "hilc ~oklr
c. f'lnl)h Coot: S.rlu 1074 Enauro-Sh\old, OFT.
Thonnlchodcoo\olpolnl'hoU be;runln color fcro011\lo<yoC1'tcr,l.,.•ndcrlot "'cloimcdc;>pu~nOfiCU
01\6 blu. ICI'poUiblo•crt•• Ol'/'urt.IICncH.
9, All tic todD, bclb. nub, ~lc. inslc l ed undcrQmul'ld m~nt be Cot Ten dnd ~ncu 1>e ~inled •lth Koppen
J.00-1.1 or on Au\hon1y cppfOYGd oquol. Brcu end ttoirtl...., 2lDOI hcnl""'" 17 ucmpl rrom \hiD f'ltq\llrcmool
10. Coolingo ond liningo dcmo;ed clu• ,.,;shondrong "' olho,.....io•. mual b• ,.placed Coct;n; ond lifting •
~cF~:=~~::g~:~~.ci~~~~~or:£r;~~; !~:~:r~;~~~!~:£af~~:-::r:~"~~~~ pbr:l•eto
obloinod f"'m A...lhcrity prior lo ,..rfo,.,.;ng cDO ting and ~,.;~v "'Poi"'-Th~ A~lhority w;11 f'Ul~in: intt>Odiono of
ell "'PCl iD,
CONSTRUCTION STANDARDS AND DETAILS
~
CLEAN OUT IN CREEN ARO.
~
CLEAN OUT IN \IEHICUL.AR OR
PEDESTRIAN 1RAF1'1C AREA
NDrES: (PWSt REFER TO WRrmN SPEr:lflCATIONS FOR ADDmOIW. REOUI!IEJ,IO/T5)
I. U.S. TDUiiDRT NO. 7BZ 1 IICVti!Stll.£ IW-IOHCl.E RINC AND COVE1'l OR APPROVtll EDUAt SHALL BE USW. COVER TO BE
C.lSTWJTH"S"tlnlECEN'ftR.
:L Q..£AH OUT REDUIR£D 0H AU. SUMCES Al PROPERTY Ui£ OR Do.So.IOfl' UNE WH~E N'f'UCAllL
l.SfAN!lloJIOWT£Siii.U.B£UStDATCI..£AWO\JT.
CONSTRUCTION STANDARDS AND DETAILS
-;
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NOlO
1/4' MIN. FOOT N>PROVEO JOINT FILLER NOTE.:
I. DOWEL BARS SH...U. BE DRILLED lr>ITO PAVEMENT HORIZONTALL 'f BY USE OF
A~EOiANJCAI.RIG.
1. DOWELS SHALL BE SlJP?ORTED BY AN APPROVED DEVICE..
'l. DRILliNG BY HAIIIO IS NOT ACCEPTABLE. PUSHING OOW'El BARS INTO GREEN
CONCRETE IS NOT ACCEPTABLE. TRANSVERSE EXPANSI ON JOINT
SUIT JOI NT
CONTRACTION JOINT
NOTE;
2t' LONG St.IOOTH DOWEl@ Ill" D.C.
DOWEl DIAMETER • TIS (IN)
1·114.MIN.
CLEARANCE
t. DOWELS SHALL BE SUPPORTeD BY~ APPROVED DEVICE.
CONSTRUCTION JOINT
CONCRETE JOINT DETAILS
ASPHALT TYPE
LAYER DEPTH
MEDIUM DUTY
ASPHALT LOCATION DRIVE AISlES&. PARKING STALLS
ASPHAL.nc CONCRETE SURFACE COURSE
AGGREGATE BASE COURSE
COMPACTED SVBG!V.OE
~
'TV?E S" ASPHAI..TlC CONQIETE SURFACE COURSE
{OR TYPE SP-9..5) PER FOOT DMSION 834
'"" '·" 12.0"
1. AGGREGAiE BASE COURSE CAN BELIMEROCK OR CRUSHED CONCRETE (LBF'I • lOCI). COM~Acr BASE
COURSE T096% OF THE MATERIALS MAXIMUM DRY DENSITY PER.ASTM 0.1557.
2.. COMPACTED SUBGRAO!: TO AC HI EVE A MINIMUM L8R OF 40..
J. THESE ARE. MINIMUM SPECIFICJ.nONS, REF ER TO GEOTECHNICIAL REPORT FOR FINAL
SPECIACA liONS.
ASPHALT PAVING DETAIL
'" THICK CONCRETE SIDEWALK WITH
8X6-W1.2XW 1.2 WELDED WIRE MESH
REI NFORCEMENT. 4000 P~l @ 28 DAYS
DETAIL NOJES·
SUBGRAOE
•s BAR HORIZONTAL
AT TOP AND BOTTOM
(STOP REINFORCING
AT JOINTS)
PROVIDE-!" PREMOLOED EXPANSION JOINT FILLER AT 60" CENTERS, CtiANGES JN OIRECnON. AND ABUTTING SEPARATE POURS.
PROVIDE TOOLED CONTRA.CTION JOINTS AT 10" CENTERS.
SUBGRADE TOBECOM?ACTED T09S%0RGREA.TER OF MAX. DRY DENSITY PERASTM 0-1557
TURNED DOWN CONCRETE WALK DETAIL
-4" THICK CONCRETE SIDEWALK WIT
6X6-W1.2XW1.2WELOEOWIRE MESH
REINFORCEMENT. -4000 PSI AT 2a DAYS.
DETAIL NOTES·
VARIES
REFER TO SITE PLAN
PREPAREO EARTH SUBGRAOE;
[COMPACTED TO AT LEAST ~
PERCENT MODIFIE D PROCTOR)
PROVIDE :J• PREMOlD ED EXPANSION JOINT FILLER AT 60" CENTERS. CHANGES IN DIRECnON. AND ASUniNG SEPARATE POURS.
PROVIDE TOOLED CONTRACTION JOINlS AT 10' CENTERS .
3. CONTRACTOR TO PREPARE SUBGRADESASEO ON RECOMMENDATIONS IN THE GEOTECHNICAI..INVESTIGA.TIO."f REPORT.
CONCRI:lE SlAB LOCATION
SLAS COMPONENT CANOf'Y
CONCRETE PAVEMENT
COMPACTED SUBGRAOE
MINIMUM 28 DAY STRENGTH
WSIOS 4· 1: 4" WIRE MESii
REINFORCED PORTlAND CEMENT CONCRETE ~AVEMENT PER
FOOT STANDARD SPECIFICATIONS SECTI ON 350
~
PREPARED SUBGRADE PER FOOT STANOAAO
SPECIACA.TIONS SECTION 1&0. TYPE 8
NOTE: TH ESE ARE MINIMUM SPECI Fl CAnONS. REFER TO
GEOTECHNICLAl REPORT FOR FI~L SPEC IFICA.TIONS.
1. SUB GRADE MATERIALS SHALL MEET FOOT REQUIREMENTS INCLUDING COMPACTION TO 9<1% OF
ITS MAXIMUM DRY DENSITY AS DElERMINED BY ASTh4 D-1557.
2. CONCRETE PAVEMENT SHAll MEET THE MORE STRINGENT REQUIREMENT Of ErTHER THE
SPECIFJCA.nONS PROVIDED BY THE DINNER. lOCAL CITYICOUNTY REQUIREMENTS. OR FOOT
STANDARD SPECIFICATIONS FOR ROAO AAO BRIDGE CONSTRUC"nON.
3. CONTRACTOR TO CONSTRUCT CONCRETE PAVEMENT WITH TRANSVERSE JOINTS AT 10" O.C.
JOINTS TO BE CONSTRUCTED PER DETAIL ON THIS PAGE,
-4. REFER TO .t.RCH ITECTURAL PLANS FOR ORIENTATION OF CANOPY SLAB AND CURB ISLANDS.
5. CONTRACTOR TO DOWEL AND JOINT BETWEEH CANOPY SLAB AND MONOUTHIC CURB PER
DETAI L THIS PAGE.
CONCRETE SLAB DETAIL
VALLEY GUTTER
(DROP CURB)
10
~
1. THE SURf"ACE Of R.WP SHAll. H.l.'-£
DffiCTABL£ WARNINGS AS SHO~.
DETECTABL£ WA.RNINCS ~AU. CONSIST
Dr RAISED TRIJNCA lED OOWES. stt
DElECTABLE WARNINCS DETAIL
2. CONSTRUCT PER A.O.A. STANDARDS
AND Fl..ORIOA BIJILOIHG COOE
STANDARDS.
l . REFER TO PlANS FOR ADJACENT
SLOPES.
4. THE CAOS'S SLOPE Of niE RAMP
SURfACE 9-IA.U.. 9E NO GREATER THAN
1.5 X. SHOULD 1liE CROSS SLOPE
EXCEED 2% lHE CONTRACTOR SHAU..
BE RCiPONSIBLE FOR REPI...AOHC lHF:
SIDEWAIJ( AND OJR9 R..t.YP AS
NECESSARY TO CON""ORU TO THE
R.EOUIRaiE'HTS Of THE AI~ERIC.l.NS
~nt OISABIUTY ACT AND THE FlORIDA
BUILOINC COOE
·~,;«"--c,_..<'----OETECTABti:SURFACETVP
DOMES ARE. NOT TO SCALE;
SEE DETECTABLE WARN!~
DETAIL AND NOTE 1.
5. THE LONGfTUOINAI. SlOPE OF' THE
RAJ.&P SlJRFACE SHAll.. BE NO GRO.lER
THAN !.lJ:C. S)o!OUlD li-IE
PAVEMENT
DETECTABLE
WARNING DETAIL
LONaTUD IN"L Sl..OPE EXCEED B.lJ:t.
THE CONTRACTOR 9VJ..L BE
RfSPONSI BLE FOR REJ>l.AONC TH£
SIDEWAlK AND CURB RA.I.IP AS
NECiSSARY TO CONfORU TO lHE
REOI.NIDIDITS OF lHE. AMERICANS
Wi ll-I 015-'SIUTY ACT ANO TH£ FlORIDA
BUilDING CODE.
6 . AU. HANDICAP RAUPS TO BE
CONSTRUCTED IN ACCORDANC[ 1\!ll-1
1H£ .-l~ERICA.NS Wlli DISABIUTlF;S ACT
{AOA) ANO THE Fl.ClRIDA ACCESSI91UTY
OJOE.
7. SEE DETA IL FOR OEmTASL.E WAR:NING
LOCAtiON. T't'P£. AND EX"TENTS..
8. AU. RA.I.IPS OOTSIOE li-I E PRoPERTY
SHALL CONfOfU.t TO 1HE STANDARDS
Of TliE COlJERtfNG R£GULA11NG
AGENCY.
COMMERCIAL PROPERTY-ADA RAMP DETAIL
[~]JI
r--r --j
TYPICAL PLAN
~NON·"""'"'"" SURFACE A.I 2S"P.V.C.
JACKET 19 APPUEO
TO PRIMED PIPE.
CONCRETE
CONCRETE FOOnNG
BIKE RACK DETAIL
1. ULTI~T£ STRENGTH OF"
CONCRETE FOR CURBS
SHALL BE 2,500 P.SJ. 0 28
DAYS .
2. 1/8""-1/4-CONTRAGTION
JOINTS IN CURB AND GUTIER
SHALl BE CUT AS SHOWN
,a.NQ AT 10 FT. lMXIMUM
SPACING. NO SECTION SHALL
BE LESS THAN 4 fl.
~. WHEN USED ON HIGH EDGE.
OF" PAVEMENT, lHE CROSS
SLOPE OF TYPES -E~."f•,
ANO VAI.l..EY CVTTER SHALL
lolATCH THE CROSS SLOPE
OF THE ADJACENT EDGE OF"
PAV(~ENT. THE THICKNESS
OF THE UP SHALL BE 6"MIN.
UNLESS OTHERWISE SHOWN
ON PLANS. THE SURFACE ON
THE LOW EDGE OF PAVEMENT
TO BE 1/o!-ABQV[ UP OF"
GUTTER. SURFACE ON HIGH·
EDGE OF PAVEI.!(I\'l TO BE
fLUSH WITH UP OF" CURB
AND GUTTER. IF BOTH EDGES
AAE AT SA!oJ.E ELEVATION,
SURf ACE SHALL B£ FLUSH.
liOOl IW!Ril:R
(SEE WaTtS BELOW)
HOltS: {PI.tAS[ RD'ER TO 'llfRII1Etf SPECIF"ICI.TIOMS FOR .O.OOITIOIW.. REQU~f;YE"ll"S)
I. "THIS 015TM'CCSW.U. BE 7" UINIIWW Wl1"l-l ROOTI!AARIEI'I:M'D \0' IA•NNU>,IIfNO ROOT SAARIEJI IS US£0.
l . .lll. FIOOT 8-I.RRIEIIS SK-IU.BI: ("Ul'III.OUI.I F"ROI.IJlU.SDCQASff...OlmES.
J. Ttl( !liST-'UATIOH or ROOT lWIRIERS ~ SE CODRDI*TED WITH SU.Co.t.ST lolfD f'ISP[CTED IJT SEACOAST
PIIJOR 10 IW:ICili.Ut«:. Al..L ROOT IWIIIIERS SJoW.l. EXTD/0 UP 10 flti!S*-:0 CIW1E.
-'·ROOT B.lo.RIIIEitS SHALl. 8( Wlo"IUUt.l 36-Df:I:P. oi.PPROVrD PROOLICTS l!o!CWCE -oEEP ROOT'" lo.ll(l '"RooT
SOUITIOI<S"" FL!X•BLE &.RRICIIS St<-\U. BE J6• PANELS MAto'UF...ct\IRED Elf SIOSAARI!::A
!1. AU. "'OOT NoRRI.ERS StW.L 8E IH5TN.l.ED H J.cCOR!WiC:t Wlft1 WINUF"ACn.IMRS WRITTEN llo"smvcnoNS.
1. U L liMA TE SlR:ENCTH OF C~CRETE FOR CURBS & BUMPERS SHA.U BE 2,500 P.S.I. 0
28 DAYS.
2. 1/8--1/4-CONTRACTION JOINTS IN CURBS SHALL BE J 1/2' MIN . DEPTH (AS
MEASURED FROM TOP Of AOJACENT PAl/EMEND AND AT 10-FOOT CENTERS. NO
SECTION SHALL BE lESS THAN -4 FEET.
.J. WHEN PAVEI.IEHT IS CONCRElE. PROVIDE A 1/2-EXPANSION JO;NT WlTH
PRE-FORMEO JOINT FILL.fR & JOINT S:::AL BE"TWE:EN CURB . AND CONCRETE PAVEMENT.
{1 1/2• TAPER ON CURB FACE NOT REOUIRE:O AT CONCRETE P AVt:~ENT.)
4. ENOS OF TYPE ·a· AND ·o· CURB SHALL lRANSITION FROM F"ULl HEIGHT TO ZERO
IN 3 F.EET.
CONCRETE SIDEWALK DETAIL CONCRETE CURB DETAILS WHEEL STOP DETAIL
0
0
11
0
SE:E~TE\!JJ.\IMI
~NEHflt)PliOP£1!1.'1'"
SIZI:lETIJ'IP'IT
OUUffiT'f ~ Swat:QNS A'jD ~=~~
~
•&DlF"Of:frUf.~:u,Df"I2-FQOII
PIPEJSIOIIU' NIO 5111[ W.W..STO IE A lllilloMIIDI'".M-FIDII:PII"t~
I'L.Eifi£ 1\EJ'e\ lO WMTOI ~"OOHS ftiR IOOilltli'W. MllU!IIEWOOS
NOTES: (PID.SE REFER 10 \YFI/TTEN SPECJr-x:AliOI<S ~OR ADOIT!OtiAI.. REOUIR£1,1005)
13
1. THS OISTAHCE SHAU. S[ tO" "'NI!oiiJM WITH ROOT a,t.F!ROI AND 15' I.IINIIoiUI,I F" tfO 11001" BoUIRI~ IS IJS!;D.
2. AU. ROOT SAARIEAS SW.U.. 1£ 4' WINII.UJI,I FROU AU. 5£.o.CO..IST rA.Oun£5.
J, Ttl£ INSTALJ.J\liON OF ROOT IWIRIERS SI-W..l BE COORO!W.TED Wllli SEACOAST AND IN S.PECrto BT SE:.I.COAST
Pi'IIORTO Ble!(JlWJiC.J,LJ.ROOTB.t..RR"IERSSHA!.l£lC"T£NO UPTOFIN$11EDCRAD(..
4. ROOf IWUI~ SHALl. .E I.INioli.IW J6• OEEP. AP?ROv(l) PROOUC:l5 INO.UOE "DEEP 11001 AND "l!COT
SOI..tmoHS". FUXIBI.I IW!Ili(RS SlWl.. 9£ ]6" PANELS W..'IUfolClUR£0 IJY !IIOB.<AAitll
5 • ...U. ROOT 8AAIIl(RS 5HA.U. BE IN STAI.JLD IN ...CCORO.lHCE Wllll IIANIJF.-cTURERS WRlnEN lNSffiVCTIO/IIS
G.WICE PAUITRfiSI ~DtROYAL..W.O.St{INCTOM.AN. SISWIAKANDSII.l:I.AASIZED SPEc:IES.
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#5 BARS TOP #4 BAR ,"f ,l/4 BARS 0 6" C/C
BARS BOTIOM CONTINUOUS TOP &: BOTIOM
ElURNS (MIN} OR 12• RETURNS
4X4-W4.0XW4.0 (SAME BELOW)
\ ~~~ ~0~01.4 #4 BAR
A \~at;'/ ~J ~~~A B ~ ---' b, 1\W !~ gj~,' s~i'io~ooKs
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1. FOR STRUCTURE BOTIOMS SE E FOOT INDEX NO. 200.
2. ALL STEEL IN SLAB TOPS SHALL HAVE 1-1/4" MINIMUM COVER
UNLESS OTI-IERWISE SHOWN. TOPS SHALL BE PRECAS T.
3. FOR ALTERNATE 8 APPUCA llONS, TOP SLAB OPENINGS SHAU
BE PLACED SUCH THAT 2 EDGES OF INLET FRAME Wlll BE
LOCATED DIRECTLY ABOVE BOTIOM WALL
4. 'MiEN USED ON A STRUCTURE 'Mlli DIMENSIONS LARGER lHAN
THOSE DETAILED AND RISERS ARE NOT APPU ED, THE TOP SLAB
SHALL BE CONSTRUCTED USING INDEX No. 200 WITH THE SLAB
OPEN ING ADJUSTED TO 24"X36". THE "SPECIAL TOP SLAB" ON
INDE X No. 200 IS NOT PERMinEO.
5. INLET AND GRATE TO BE U.S. FOUNDRY No. 5130-6016 OR
EQUAL. VANED GRATES SHALL MEET AASHTO H-20 LOADINGS .
INLET AND GRATE SHAll. BE CLASS 30 CASTlNGS IN ACCORDANCE
'MTH ASTM A-48. GRA TES SHAll. BE REVERS IBLE, LEFT OR RIGHT.
I
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SOUO TOP
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CONTINUOUS WELD 1'.1TH 5/B"
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16 VARIES
16 VARIES
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VARIES
NO TES:
1. ALUMINUM SHEET OF SAME THICKNESS {GAUGE} AS PIPE SHALL
BE v,fLD£0 TO CLOSE OPENING AT THE TOP OR BOTTOM.
2. NEOPRENE ADHESIVE BACKED CASKET. OR APPROVED EQUAL
(1. x 2•) SHALL BE INSTALLED ON THE SIDES AND TOP OF OF
ALL BAmES AND BOTTOM OF ALL HVRS.
J. POLLUnON RETARDANT BAFFLE AND 'M:tR TO BE FASTENED IN
PLACE WfTH T/2 .. x 4• STA/NL£55 STEEL .RED HEAD"
ANCHORS. OR APPROVED EQUAL AU MOUNnNC HARDWARE TO
BE STAINLESS STEEL.
4. FIBERGLASS BArnEs ARE NOT PERMITTED.
5. BRACKETS MAY BE ADDED TO fl.AT BARS TO EASE
/NSTAUAnON IN ROUND ST1WC7URES. SPACING TO MATCH
HOLES IN FLAT BARS.
RECTANGULAR OR ROUND SlRUCTURE 6. PIP£ CORRUGA noN SHALL BE ANNULAR.
I 11 I 12 I
fii·IISHEC GRAC•:: MIN. GRADE El.= 14.60 fli·U:i~I[O GP.4.C[
riL-[P F_.BRIC 5H/.LL BE 5UBSu.-r4.CE [l'l)oll.j.~Gf hf'[
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FOUNDATION NOTES:
THE. FOU NDATION OE.S1GN OF THIS STR uCTU~C: WAS 8-'SED ON THE F"OLLO'MNG
CRI TE RIA:
I. MAXIMUM ALLOWA BLE SOI L BEARING CAPACITY '"' 1500 PSr. {-'SSUMCO)
2. SOIL BORING S MU ST B[ TAK[N PRIOR TO CONSTRUCTION TO V[RJrY THE ACTUAL
ALLOWABLE SOIL BEARIN G CAPAOTY.
3. FOUNDATIONS INOICAT[Q ~US1 BE MOOifltO If TH( ACTUAL SOIL BEARING
CAPACI1Y IS LESS THAN THE VAL UE NQT[Q IN lll"l.l 11 .
ALL EXTER IOR fOOTINGS SHAll EXTEND BELOW THE MAXIMUM ANTIC IPA TED DEPTH or
FROST.
fH[ CONTRACTOR SHAL L NOTifY TH:C AR CHITEC T OR ENGINEER OF" RECORD IMMEOIA TEL Y
IN THE EVEN T Tl-IA T THE SOILS CONDITIONS ENCOUNTER£0 VARY FROM THOSE SHO'NN
ON THE BORING LOGS.
ALL rouNOAnON (XCAVAnONS SHAll Bf INSPECTCD BY A SOILS TES TIN G L ABORATORY
PRIOR TO PLAC(M[NT Of CONCR(l(.
CONCRETE AND REINFORCING:
1. ALL CONCRE TE SHALL BE IN IICCOR OANCL Will-i TH( "AM(RICAN CONCRE TE
lNSTHUTt BUILDING CODE-(ACI 31B} AND WITH "SP[ClfiCATIONS rOR STRUCT URAL
CONCRETE F"OR BUILDINGS-(ACI JOl) l A TEST CDITIONS.
2. AL L NORIIAAL WEICHT CONCRETE (1~~ PCF) SHALL OOTAIN A MINIIIAUM 28 DA Y
COMPRESSIVE STRENGTH Of ~500 PSI.
3. ALL CONCRETE SUBJ(CT TO [XT[RIOR [XPOSUR( SHALl BE AIR ENTRAINED AS
RECOMMENDED BY ACI 318.
<1. !~T!3~~1NOERS SHALL BE MADE. AND TESTED AS OU)UN(Q IN CHAPTER 16 Of
5. REINFORC IN G BAR S SHAL L BE DEFORM EO BARS OF" NEW BILLE 1 STEEL CONFORM ING
TO AST M A-615. GRADE 60. WEL0£0 WIRE rA8RJC SHALL CONfOR~ 10 ASTM
A-1B5. AL L REI NFORCING AND ACC£.SSORIES SHALL BE DETAILED /IND PLACED IN
ACCORDANCE WITH ACI STAND ARD 315 AND 3 15R.
&. PROVIDE ALL AC CESSORIES NECESSARY TO SUPPORT REINFORCEMENT AT POSITIONS
SH OWN ON THE PLANS AND OE1AILS. PL AST IC COATED ACCESSORIES SHALL BE
USED IN ALL [XPOSEO CONCR[Tf WORK .
OP(NINCS, SLEEVES.
ANCHORS, HANGERS. INSER TS, SLAB O(PRESSlONS AND OTHER ITEMS RELATED TO
TH( CONCRETE WORK AND SHALl ASSU~f RESPONSIBILITY FOR THEIR PROPER
LOCATION .
CONCRETE BLOCK DESIGN AND CONSTRuC TION SHALL CONFORM TO -BUILDING COO(
REOUIR[M[N TS fOR MASONRY STRUCTURES: Tt.!S 402/ACI 53D/ASCE 5 AND
"SPECifiCATIONS FOR MASONRY STRUCTURES" (TMS 602/ACI 530.1/.C..SC( 6)
1. MASONRY MAT ERIALS SHAL L CONFORM TO IH[ LATE ST [DillON Or TH( f OLLOWING
SP(ClriCAnONS:
HOLL OW LOAD BEARING CONCRt Tl BLOCK : ASTM C-90. GRAD( Nl. MINI~UM
COMPRESSIV£ STHfNGTH = 1900 PSI At ~B DAYS.
8. MORTAR: ASlM C-770. TYPE S. MINIMU M COMPRESSIVE STRENGTH • 1800
PSI Al 78 DAYS
C. MORTAR: ASTM C-:?70. TYPf M MINI~!W.A COMPRESS IV[ STRENGTH ., 2500
P~l A l 28 OA YS (USED FOR BELOW GRADE WORK)
0 . GROUT: ASTM C-<:76. MINIMUM COMPR[SSI'J[ STRENGTH • 2000 PSI AT 2B
DAYS
[. MASONRY R(INfORC(M[Nl ASTM A-82 GALVANIZ[Q
MASONRY PRISM STRENGTH ; r·,..,., " 1500 PSl
u
";i riOTES:
· I.)Post.W:depclld.loaf~:DCC:b.:i&htmdwiDdlo&d.L hl ~~~GEPLUS""~cal:ioDJ(orpo'l
MONTAGE PLUS ,. RAn.
l .)lbird nUl rcqain:d for Daubk~Wttp.
l.)Availablcill l"air~lliiVor FllllhBoaoman
morlbci;bb.
JVJUNG DIRECTIONAL ARROW
Nac::xpodwclda,
OoodNei&blxx-pn:>fiJc ·Smne
appcarmccanboth•id=s
MONTA G£ PLUS-rtAll...
MANUFACTURER: AMERIASTAR FENCE
MODEL: MONTAGE PLUS CLASSIC 2/3-RAIL
WITH 3/4. PICKETS.
loR EQUAL I
STEEL FENCE DETAIL
SpecU.IIyf01"11\:CibiP,I!ralgtb .................
2.. PRI~ TO DELIVERY Of MASON~Y UNITS 10 THL: JOB Si l L iURNISH iO TH( OWNER
AfFIDAVITS FROM AN APPROVE D i(5TING LABORA TORY CERTIFYING THAT ALL UNITS
CONiORt.l TO THEIR RESP(CTI I/E ASTM REOUIRE_M[NTS.
J. GROUT ALL CAVITIES CONIAIN ING R[JNfORC(M[Nl IN LIFlS NO ! 10 EXC(£0 5'-0"
4, LABORATORY PREPARED MIXlS SHALL 8[ PREPARED AND TE STED IN ACCORDANCE
'MTH ASTM C-270. fl[lO MORTAR SHALL BE TESTED BY AN APPROV(O l [STING
LABOR ATORY IN ACCORDANCE WITH ASTt-4 C-780 TWO SE.TS OF THREE MORTAR
CUBES SHALL BE TAK (N OIR(CTL Y rROM THE MIXER fOR EACH DAY OF MA SONRY
WORK. TEST THE CUBES AT 28 DAYS . ACCEPTANCE OF THE MORTAR SHALL 8E AT
THE DISCREnON OF" THE ENGI NEER.
5. CALCIU M CHLORIDE AND/OR ADMIXTURES CONTAINING CALCIUI.I CHLORIDE SHALL
NOT BE INCLUDED IN MO RTAR OR GROUT MIX . EXCEPT WH[N APPROVED IN WRITING
BY TH[ STRUCTURA L ENGINEER. NO ANTI FREEZE COMPOUNDS SHALL BE USED TO
LOWER TH[ MORTAR'S FREEZ ING POINT.
6. NO EX TERIOR MASONRY SHALL BE LAID WHE.N THE. OUTSIDE AIR TEMPERATURE. IS
LESS THAN 40 DECREES fAHR[NH[I T, UNL[SS THE R[CDMM[NO ATIONS SPECifiED
BY TH E INTERNA TIONAL MASONRY INDUST RY ALL WEA TH[R COUNCIL IN TH(IR
PUBLICATION "RECOMMENDED PRACTICES AND GUIDE SPECIOICATIONS roR COLD
W!:AlH[R MASONR'f'" ARE STRIC TLY fOI.LOWE:O.
7. THE MASONRY CONT RACTOR SHAL L PROVIDE BRACING TO V..THSl AND HORIZONTAL
PRESSURE S AS R[OUIR£0 BY TH( BUILO INC COO[ AND LOCAL QROINANC(.
CONCRETE BLOCK JOINT REINFORCEMENT:
ALL CONCRETE BlOCK WALLS TO RECEivE THE FOLLOWING JOINT RE INFORCEMENT:
lAOO£R OR TRUSS lYP[ JO INT REINfORCING WIT H SIDE AND CROSS RODS WITH WIRE
SIZE {W2 .B OR 3/16"e) SPAC(O 16" D.C. V[RHCII.LL"o'. (OUR-0-WAI..L DA.3200 "SUPER
HEAVY WEIGHT" OR ["QU AL) SIMILAR fOR CONCRETE BRICK PRODUCTS.
CORNER
WI1H(6)f5BARS
(2-15 IN EACH CELL)
CONCRETE WA LL REINFORCEME NT
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SUNSH!NC STATE ON£ CALL OF FLORIDA TlCK£T: 115207051
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TElEPHONE:
800-778-9140
800-778-9(-40
561-B.JS-1/112
561-2.ll-.J920
Boo-778-9140
561-627-2900X-162
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INTFRSE'CllON OF THE NORTH UN£ OF ~
GOVERNMENT LOT ANO THE EASTCRL Y ~
RIGHT OF WAY OF U.S.HIGHWA Y NO. 1 ~
I
NORTH LIN£ o;-C'OI'E:RI{MENT LOT
7
KAUSS, DAVID & ...
11370 US HIGHWAY 1
NORTH PALM BEACH, FL 33408
{68434204000070040)
ASPHAlT PA~&VT
AsPHALT PARKING LOT
TRACT 'A"
PLAT OF COMFORT INN
PLAT BOOK 79, PAGE 151
SA VOL OF FLORIDA, INC.
GREENWAY AT THE GARDENS LLC
2555 MERCEDES DRIVE
FT. LAUDERDALE, FL 33316
(52434204270010000)
N85'52'JS''w 283.5!' NON RA
GRAPHIC SCALE
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( IN FEET )
1 illch = 20 fL
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AL TA/ACSM LAND TITLE SURVEY
A PORTION OF GOVERNMENT LOT 7,
SECTION 4, TOWNSHIP 42 SOUTH, RANGE 43 EAST
PALM BEACH GARDENS, PALM BEACH COUNTY, FLORIDA.
TWELVE OAKS CONDOS
PLAT BOOK 31, PAGE 480-49
(6843420400010000)
LEGAL DESCRIPTION:
BEGINNING AT A POINT LOCATED BY MEASURING FROM THE NORTHV~ST CORNER OF GOVERNMENT LOT
7, SECTION 4, TOWNSHIP 42 SOUTH, RANGE 4J EAST. THENCE RUN EAST ON THE NORTH LINE OF
SAID GOVERNMENT LOT 7, TO THE POINT OF INTERSECTION OF THE EAST RIGHT-OF-WAY LINE OF
FEDERAL HIGHWAY (U.S. #I) THENCE IN A SOUTHV~STERLY DIRECTION ALONG TI-lE EAST LINE OF SA/0
FEDERAL HIGHWAY #1, A DISTANCE OF 600 FEET TO TI-lE POINT OF BEGINNING, TI-IENCE RUN
SOUTI-/WESTERLY ALONG TI-lE SAID EAST LINE OF s:AIO FEDERAL HIGHWAY A DISTANCE OF 150 FEET.
THENCE RUN EAST PARALLEL TO TI-lE NORTH LINE OF SAID GOVERNMENT LOT 7. TO A POINT IN THE
EAST LINE OF SAID GOVERNMENT LOT 7, THENCE NORTI-I ALONG TI-lE EAST LINE OF GOVERNMENT LOT
7 TO A OPPOSITE THE POINT OF BEGINNING, TI-IENCE RUN I!E'ST PARALLEL TO TI-lE NOR TI-l LINE OF
SAID GOVERNMENT LOT 7 TO THE POINT OF BEGINNING.
ALSO KNOWN AS.·
BDNG A PORTION OF LANO LYING IN GOVERNMENT LOT 7, SECTION 4, TOWNSHIP 42 SOUTH, RANGE
43 EAST. PALM BEACH COUNTY, FLORIDA.
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS.·
COMMENCE AT TI-lE NORTI-/WEST CORNER OF SAID GOVERNMENT LOT 7,· TI-IENCE SOU TI-l 85'22'34"
EAST. ALONG THE NOR TI-l LINE OF SAID GOVERNMENT LOT 1. A DISTANCE OF 1/0.3.61 FECT TO A
POINT ON THE EAST RIGHT OF WAY LINE OF US HIGHWAY NO. I {STATE ROAD NO. 5}; TI-/ENCE SGUTI-/
16'5!'2S" I!E'ST, ALONG SAID EASTERLY RIGHT OF WAY LINE. A DISTANCE OF 600.00 FEET TO THE
POINT DF BEGINNING,· TI-IENCE CONTINUE SOU TI-l 16'51'25" I!E'ST. A DISTANCE OF 12.69 FEET TO TI-lE
BEGINNING OF A CIRCULAR CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 1850.09 FEET AND
A CENTRAL ANGLE OF 0415'09~· TI-IENCE RUN SOUTHERLY ALONG SAID CURVE, A DISTANCE OF
137.31 FEETi THENCE SOUTI-/ 8512'07" EAST. A DISTANCE OF 251.92 FECT.· TI-IENGE NORTI-I 01'51'50"
EAST, A DISTANCE OF 147.83 FEETi THENCE NOR71f 8512'07" WEST, A DISTANCE OF 218.02 FEET TO
THE POINT OF BEGINNING.
SURVEYOR'S NOTES:
I. NO ATTEMPT WAS MADE BY THIS ARM TO LOCATE UNDERGROUND UTILITIES ON/OR ADJACENT TO
THIS SITE. TI-lE APPROXIMATE LOCATION OF ALL UT/LfTIES SHOWN HEREON WERE TAKEN FROM
AS-BUILT DRAWINGS AND/OR ON-SITE LOCATION AND SHOULD BE VERIAED BEFORE CONSTRUCTION
2. NO ATTEMPT WAS MADE BY THIS ARM TO LOCATE UNDERGROUND FOOTINGS OF BUILDINGS
OR FENCES ON OR ADJACENT TO THIS SITE
3. LANDS SHOWN HEREON WERE SURVEYED IN ACCORDANCE WITH ADELITY NATIONAL l7TlE INSURANCE
COMPANY, ORDER NO. 3878067, EFFEcTIVE DATE: APRIL 16, 2012 AT 8:00AM.
SCHEDULE B --SECTION II
EXCEPTION #5: ORB 2370, PG 1915; ORB 6002, PG 52, AFFECTS. SUBJECT PROPERTY AND IS THE
PROPERTY THAT WAS SURVEYED BY THIS ARM.
EXCEPTION #6: ORB 192BI, PG 819 -AFFECTS PROPERTY, UNPLDTTABL£
4. BEARINGS SHOWN HEREON REFER TO AN ASSUMED MERIDIAN OF N.85'12'07"W. ALONG
TI-lE NORTI-/ LINE OF TRACT ')!" PLAT OF COMFORT INN
5. ALL ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929.
5. LEGAL DESCRIPTION FURNISHED BY CLIENT. (TTTI_E COMMITMENT)
7. SITE AREA 34,838.76 SQUARE FEET OR 0.80 ACRES MORE OR LESS.
8. TI-lE ENTIRE PROPERTY DESCRIBED HEREON LIES IN FLOOD '!:~ COMMUNITY PANEL NO.I2221 0002 B
DATED: JANUARY 3. 1979.
9. NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK. BUILDING CONSTRUCTION OR BUILDING ADDITIONS.
I 0. TI-l ERE WAS NO OBSERVABLE EVIDENCE OF THIS SITE BEING USED AS A SOLID WASTE DUMP, SUMP
OR s:AN/TARY LANDALL.
II. ADDfTIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTI-If:R THAN THE SIGNING PARTY OR
PARTIES IS PROHIBITED Will-/OUT WRITTEN CONSENT OF TI-lE SIGNING PARTY OR PARTIES.
SURVEYOR'S CERTIFICATION:
TO: JPMORGAN CHASE BANK. N.A.; HOLLAND & KNIGHT. LLP,· and FIDELITY NATIONAL TITLE INSURANCE
COMPANY.
THIS IS TD CERTIFY TI-IAT TI-llS MAP OR PLAT AND TI-lE SURVEY ON WHICH IT IS BASED WERE MADE IN
ACCORDANCE Will-I TI-lE 20 II MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA,/,<ICSM LAND Tin£
SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS. AND INCLUDES ITEMS
I, 2, 3, 4, 6{b), 7{a}, 7{bl}, 7{b2), 8, 9, 10{a}. 10{b}. ll(a). 13, 14, 16, 17 & IB OF TABLE A
TI-l ERE OF. TI-lE AELD WORK WAS COMPLETED ON APRIL 26, 20/2.
641 NORTHEAST SPENCER STREET
JENSEN BEACH. FLORIDA 34957
PHONE 772-334-0868
ROBERT BLOOMSTER JR.
PROFESSIONAL LAND SURVEYOR
NO. 4134 STATE OF FLORIDA
DATED: _______ _
BY:
PREPARED FOR: CORE STATES GROUP
11340 U.S HIGHWAY N O.
PALM BEACH GARDENS, PALM BEACH COUNTY, FLORIDA
----------
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PALM BEACH GARDENS LANDSCAPE REQUI REMENTS
MINIMUM LAN DSCAPE REQUIREMENT FOR NONRESIDENTIAL DEVELOPMENT:
1. THE M INIM UM OPEN SPACE REQUIREMENT FOR All N EW NONRESIDENTIAL DEVELOPM EN T SHALL
BE 15 PER CENT LAND DEVELOPMENT REGULATIONS.
MINIM UM 15 PERCENT OF OPEN SPACE IS REQU IRED (34 ,S38 SF X 15% = 5,226 SF)
13,864 SF OR 40% PROV IDED
2. NO M ORE THAT 40 PERCENT OF TliETOTAL LANDSCAPE AREA SHAll BE COVERED W ITH SOD OR
GRASS.
13,864 SF OF LANDSCAPE AREA X 40% =MAXIM UM 5,546 SF REQUIRED
3,865 SF PROVIDED OR 28%
3. MINIM UM lANDSCAPE POINTS REQUIRED:
PERCENT OF OPEN SPACE PROVIDED (40-49 PERCENT}= 9.5 POINTS PER 100 SF OF REQUIRED
OPEN SPACE {13,8641100 X 9.5).
TOTAL POINTS REQUIRED= 1,317.08
PROV IDED POINTS BREAKDOWN :
TREES WITH 12 FOOT MINIMUM HT. -15 POINTS PLUS 1 POINT FOR EACH FOOTGREATERTHAN
MINIMUM
9TREES X 15 + OADDITIONAL POINTS= 135 POINTS
PBG PREFERRED PALMS SPECIES UST W ITH MINIMUM 8 FEET OF CLEAR TRUNK-3.3 POINTS PLUS 1
POINT FOR EACH FOOT OF CLEAR TRUNK GREATER TH AN 8 FEET
7 PALMS X 3.3 + 84 ADDITIONAL POINTS = 107.1 POINTS
PALMS NOT ON PBG PREFERRED PALMS SPECIES UST OR LESS THAN 8 FEET OF CLEAR TRUNK-1
POINT
7 PALM X 1 = 7 POINT
All SHRUBS (MINIMUM OF 75% FROM PBG PREFERRED SHRUB SPECIES LIST)· 1 POINT
1,358 SHRUBS X 1 = 1,358 POINTS
ALL GROUNDCOVER (MINIM UM OF 75% FROM PBG PREFERRED SHRUB SPECIES LIST)-2 POIN TS
PER 10 SF
5,422 SF /10 SF X 2 = 1,084 POINTS
GRASS AREAS-0.25 POINTS PER 10 SF
3,865 SF /10 X 025 = 97 POINTS
NATIVE lREES-5 INCHES DBH-20 POINTS PLUS 1 POINT FOR EACH INCH GREATER THAN 5 OBH
4 EXISTING TREES = 20 + 37 ADDITIONAL POINTS = 57 POINTS
SPECIMEN TREES -25 ADDITIONAL POINTS
TOTAL POINTS PROVIDED= 2,850.1
LANDSCAPING AND SCREENING FOR VEHICULAR PARKING AREAS:
1. THE MINIMUM SHADE TREE SPACING FOR INTERIOR PARKING AREAS SHALL BE SUCH THAT THE
CENTER OF ANY PARKING SPACE IS NOT MORE THAN 40 FEET FROM THE CENTER OF THE SHADE
TREE. A SHADE TREE MAY BE REPLACED BY A MINIMUM OF THREE PALMS CLUSTERED
TOGETHER, AS LONG AS THE AFFECTED PARKING BAYS ARE MORE THAN 50 FEET FROM A PUBUC
STREET.
2. A LANDSCAPE ISLAND SHALL BE REQUIRED FOR EVERY 9 PARKING SPACES LOCATED IN A ROW.
3, THE MINIMUM LANDSCAPE AREA SHALL CONTAIN NO DIMENSIONS LESS THAN 5 FEET IN WIDTH
FROM INSIDE OF CURB. THERE SHAU BE NO LANDSCAPE AREA SMALLER THAN 25 SQUARE FEET.
4. LANDSCAPING, EXCEPT SOD, SHALL BE REQUIRED TO BE AT LEAST 2 FEET 6 INCHES FROM iHE
EDGE OF THE WHEEl STOP OR CURBING. THE CURBING SHALL BE AT LEAST 6 INCHES !N HT.
ABOVE GRADE.
5. VEHICLE PARKING AREAS DESIGNED TO PERMIT VEHICLE OVERHANGING INTO THE LANDSCAPED
AREAS SHAU. NOT BE PERMITTED TO COUNT THE FIRST 2 FEET 61NCHES OF LANDSCAPE AREA
AS OPEN SPACE.
6. THE PERIMETER OF .VEHICLE USE AREAS ABUTTING PUBLIC ROAD RIGHTS-OF-WAY, INCLUDING
DRIVEWAYS TO PARKING LOTS, SHALL INCLUDE A CONTINUOUS BERM AND HEDGE. THE BERM
SHAll. BE CONSTRUCTED AT A MINIMUM ELEVA nON OF 2 FEET ABOVE THE GRADE OF THE
PARKING LOT, AND THE HEDGE SHALL BE MAINTAINED AT A MINIMUM HT. OF 3 FEET AT MATURITY.-
7. WHERE A POINT OF DRIVEWAY OR OTHER POINT OF INGRESS OR EGRESS INTERSECTS A PUBLIC
RIGHT-OF-WAY OR WHEN THE SUBJECT PROPERTY ABUTS THE INTERSECTION OF 2 OR MORE
PUBLIC RIGHTS-OF-WAY, ALL LANDSCAPING WITHIN THESE AREAS SHALL ALLOW VISIBILilY
BETWEEN 30 INCHES ABOVE THE ESTABLISHED GRADE AND 6 FEET ABOVE THE ESTABLISHED
GRADE.
MINIMUM LANDSCAPE BUFFER AND PLANTING REQUIREMENTS :
.. 1.
f A LANDSCAPE BUFFER SHALL BE A MINIMUM OF 8 FEET IN DEPTH AROUND THE PERIM ETER OF A
PARCEL
FOU NDATION LANDSCA PING A ND PLANTINGS:
1. FOUN DATION lANDSCAPING SHALL BE WITHIN 10 FEET OF Ali. BUILDINGS AND STRUCTURES.
2. ALL FOUNDATION AREAS SHALL BE IRRIGATED AND OF THE APPROPRIATE SI ZE TO
ACCOM MODATE THE MA TliRE SIZE OF THE VEGETATION TO BE PlANTED.
3. THE FOUNDAT ION PlANTING AREA FORA 1 STORY BUILDIN G SHALL BE AT LEAST 5 FEET WIDE
AND EXTEND ALONG THE PORTIONS OF A FACADE THAT OIRECTL Y ABUT A PARKING AREA OR
VEHICULAR USE AREA, EXCLUDING ENTRYWA YS AND DOORWAYS.
4. AT LEAST 1 SHADE TREE OR PALM CLUSTER SHALL BE INSTALLED OR EACH 30 LINEAR FEET, OR
FRACTION THEREOF, OF FACADE W IDTH. A MINIMU M OF 1 TREE PER FACADE SHALL BE PLANTED,
AND THE REMAINDER OF THE LANDSCAPE AREA SHALL BE TREATED APPROPRIATELY WITH
PLANnNGS AND PEDESTRIAN ACCESS WA YS. TREES AND PALMS SHALL BE OF AN INSTALLED
SIZE RELATING TO THE HT. OF THE ADJACENT WALL OR FACADE. WALL HT.S LESS THAN 15 FEET
SHALL HAVE TREES A MINIMUM OF 12 FEET IN HT. OR PALMS A MINIMUM OF 12-14 FEET IN HT .•
WALL HT.S BETWEEN 15 TO 25 FEET SHALL HAVE TREES A MINIMUM OF 14 FEET IN HT. OR PALMS
A MINIMUM OF 14--18 FEET IN HT..
MINIMUM LANDSCAPE AND HARDSCAPE STANDARDS:
1. TREES SHALL BEA MINIMUM OF 12 FEET IN Iff. WITH A MINIMUM CROWN OF 5 FEET.
2. 75 PERCENT OF REQUIRED TREES SHALL BE NATIVE SPECIES OR SELECTED FROM THE CllYS
PREFERRED PLANT UST.
3. PALMS SHALL BE A MINIMUM OF 8 FEET IN HT. WHEN USED FOR REQUIRED BUFFER OR PARKING
PROPOSES. 3 PALMS EQUALS 1 REQUIRED CANOPY TREE.
4. HEDGE SHRUBS SHALL BE A MINIMUM OF 30 INCHES IN HT. AND PL.Am'ED NO MORE THAN 24
INCHES ON CENTER.
5. VINES SHALL BE A M INIMUM OF 60 INCHES TREll.IS LENGTH WITH 3 OR MORE LIVE RUN NERS AT
PLANTJNG. VINES SHALL BE ATIACHEO TO SUPPORTS.
6. SOD SHALL NOT BE PlACED CLOSER THAN 18 INCHES FROM THE TRUNK OF A TREE.
HARDSCAPE AND NONLMNG LANDSCAPE MATERIALS INSTALLATION REQUIREMENTS:
1. ALL PROHIBITED PLANTS SHALL NOT BE PLANTED ANYWHERE IN THE CITY, AND IN SOME CASES
MUST BE REMOVED.
2. APPROVED WALLS OR FENCES SHALL BE SET BACK FROM PROPERTY LINES SUFFICIENTLY TO
INClUDE LANDSCAPE ON THE OUTSIDE OF THE WAlL OR FENCE. IF NONLIVING BARRIERS ARE
USED, 50 PERCENT OF THE BARRIER SHALL BE COV ERED OR SCREENED BY VEGETATION ON THE
STREET SIDE ALONG PUBLIC RIGifTS-OF-W AY AND INTERIOR PERIMETER AREAS VISIBLE TO THE
PUBLIC.
3. THE SLOPE OF />NY BERMS SHALL NOT EXCEED A RATIO OF 3:1.
4. A M INIMUM OF 31NCHES OF COMPACTED, ORGANIC MULCH SHALL BE PLACED AROUND AU.
NEWLY INSTALLED lREES, SHRUBS AND GROUND COVER PLANTING AREAS.
5. NONSPECIMEN PALMS PLANTED IN PERIMETER BUFFERS SHALL BE INSTALLED IN GROUPS OF NO
LESS THAN 3.
6. ALL PLANT MATERIAL SHALL CONFORM TO OR-EXCEED THE MINIMUM STANDARDS FOR FLORIDA
NUMBER 1, AS PROVIDED IN THE MOST CURRENT EDITION OF THE GRADES AND STANDARDS FOR
NURSERY PLANTS, PARTS I AND II, AS AMENDED, AS PUBLISHED BY THE FLORIDA DEPARTMENT
OF AGRICULTURE AND CONSUMER SERVICES.
7. LANDSCAPING SHALL BE INSTALLED WITH SOUND WORKMANSHIP AND SOUND NURSERY
PRACTICES (ACCORDING TO ACCEPTED PLANTING PROCEDURES) IN A MANNER THAT WILL
ENCOURAGE VIGOROUS GROWTH.
8. THE CITY SHALL REQUIRE ROOT BARRIERS FOR TREES PlANTED WITHIN 15 FEET OF ANY ROAD
RIGHTS-OF-WAY, S IDEWALK OR UTILITY.
9. All lANDSCAPE AREAS, EXCEPT THOSE AREAS COMPOSED .OF EXISTING NAT IVE PlANT
COMMUNITIES, SHALL BE IRRIGATED WITH AN AUTOMATIC UNDERGROUND IRRIGAnON SYSTEM.
10. THE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE
FLORIDA IRRIGATION SOCIETY STANDARDS AND SPECIFICATIONS FOR TliRF AND LANDSCAPE
IRRIGATION SYSTEMS, AS AMENDED FROM T IME TO TIME.
11 . IRRIGATION SYSTEM SHALL BE DESIGNED AND MAINTAINED TO OBTAIN THE FOLLOWING RESULTS:
ELIMINATE THE WASTEFUL USE OF WATER
ELIMINATE STAINING OF BUILDINGS, WALKS, WALLS AND OTHER
SITE IMPROVEMENTS INCLUDING LANDSCAPING
PROVIDE A MINIMUM OF 100 PERCENT COVERAGE, INCLUDING TI-lE
CAPABILITY OF APPLYING WATER ONTO nJRF AREAS ON A
DIFFERENT SATURATION LEVEL THAN THAT USED TO IRRIGATE
SHRUB-PLANTING BEDS
ELIMINATE WATER OVERTHROW ONTO NONPERVIOUS AREAS
12. AN IRRIGATION PLAN SHALL BE REQUIRED AS PART OF AN OVERALL LANDSCAPING PLAN AND
SHALL BE A MINIMUM SCALE OF 1 INCH EQUALS 30 FEET.
13. RAIN OR MOISTURE SENSORS SHALL BE REQUIRED ON ALL IRRIGATION SYSTEMS.
14. THE CITY ENCOURAGES THE PROPER CHOICE OF PLANTS FOR WATER CONSERVATION IN
LANDSCAPING AS SET FORTH IN THE SOUTH FLORIDA WATER MANAGEMENT D ISTRICT XER!SCAPE
PlANT GUIDE.
PLANT SCHEDULE
TREES/PALMS:
CODE
~
DL
PE
RR
SH-RUBS:
CODE a-
BE
GG
u
PA
SA
SR
TF
Q1Y.
9
6
1
7
Q1Y.
175
112
5
132
230
355
6
343 ~ ~ 2. ~o'6~~~~g~~~ :~~~~t~~lf',!6 2~E~~ ~~:~;~~!~:~~u!io,~ F~~s
E ~ WIDE OR GREATER. GROUNDCOVERS:
1_., I 3. THE MAXIMUM SPACING OF PlANTING TREES SHALL BE 60 FEET ALONG ANY PERIMETER BUFFER CODE OTY.
g SO LONG AS All POINT REQU IREMENTS HAVE BEEN MET. ~=====t=H~~~~~~~~~~~~~~~~~~~~==~==~====~~oc=~~~~~~~r-==~~==~~~;~· -= 1!· _._ _ --tJANTITlES""OFTREE:S-AJ\ID-PCANTS SHALL BE--------------BF 92 i ~ =~:0 WITHIN THE PREFERRED PLANT LIST, AS PROVIDED IN TI-lE CITY'S LANDSCAPE WORK g~ ~~~
·~ ro a1 I~ 5. BACKFLOW PREVENTERS SHALL BE SCREENED FROM PUBLIC VIEW UTILIZING IWY COMBINATION EM 267
I!~ OF TREES, PALMS, HEDGES, OR OTHER BARRIERS AS APPROVED. TA 274
BOTANICAL NAME
Cordia sebesl.ena
Oypsls lutescens
ptychospenna elegans
Roystonea regia
BOTANICAL NAME
Chrysobalanus icaco
Bougainvillea 'Elizabeth Angus'
Galphlmla gracilis
llgustrum japonicum
Plumbago euriculata 'Imperia! Blue'
Schemera erborioola
Strelltzla reglrlae
Trlpsacum flot1dana
BOTA NICAL NAME
"ra ~l s-{llab•ata
Bul6ln9 fi'ulesceri s 'Hall m ark'
Cyrtomlum falcatum
Dlanella tasmanica
Evolvulus glomeratus
Euphorbia mUll
Trnchelospermum aslatfcum 'Minim a'
~~ 6. ACHIEVING THE TOTAL POINTS PER OPEN SPACE FOR AN ENTIRE PROJECT Win-fiN ONE OF M ORE
'!Z § AREAS DOES NOT EXEMPT ONE FROM COMPLYING WITH ALL OTHER REQUIREMENTS EVEN IF LANDSC APE SPECIFICATION REQUIREMENTS:
COMMON NAME
ORANGE GEIGER TREE
ARECA PALM
ALEXANDER PALM
FLORIDA ROYAL PALM
COM MON NAME
COCO PLUM
BOUGAINVILLEA 'ELIZABETH ANGUS'
THRYALUS
GREEN LIGUSTRUM
PLUMBAGO
GREEN DWARF SCHEFFLERA
ORANGE BIRD OF PARADISE
EASlERN GAMA GRASS
EXISTING Mi>JHOClANCf-'
EXISTING DWARF
SPECIFICATIONS
EXISTING LIIGUISTRUMTRI'E
EXISTING
EXISTING VARIEGATED
EXISTING 8' FICUS
EXISTING 12'-15' FICUS
EXISTlNG 3' SEAGRAPE HEDGE
NATIVE
B&B, MIN. 12' IN HT., 2 1/2" CALIPER, 5' SPREAD, S'CT
B&B, MIN. 8' IN HT., FULl
YE8
NO
WATER USE ZONE
HOT
HOT
8&8, MIN. 8' CT., DOUBLE STEM
FG, MIN. 20' CT., 6' GREY WOOD
SPECIFICATIONS •
7 GAL., M IN. 30" HT., 24• O.C.
3 GAL., BUSH, FULL, 24" O.C.
7 GAL, 3' x 2', SPACE AS SHOWN
3 GAL., MIN. 24• HT., FULL. 24" D.C.
3 GAL, MIN. 20" x 20", FULL, 24" O.C .
3 GAL, M IN. 24 " IN HT., 24"-0.C.
7 GAL, 3' x 2', SPACE AS SHOWN
3 GAL, MIN. 24" IN HT., 24" O.C.
NO
YES
NATNE
YES
NO
NO
NO
NO
NO
NO
YES
HOT
MDT
WATER USE ZONE
MDT
HOT
MDT
HOT
MOT
MDT
HOT
MDT
C1)
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COM MONNAME ~~~~~~S~P~EC~IF~I~CA~T~IO§N~S~~~~~~--==~~==~N~A~T~W~E ~~W~A~TE~R~U§S~E~Z~O~NE~~~~~~~~=t-111rti~~~~~~~~~==== =~~~ -· ~ t,t:~~~::~~--18-.-0.-C-. -~g-~gT---<( rn al lf)
HOllYFERN 1GAL,FUL1.,24"0.C. NO MDT 1 <( !D
VARIGATED FLAX lll Y 3 GAL, FUll., MIN. 20"-24" IN HT., 24" D .C. NO MDT ~ ~ :5.
GREEN JASMI NE MINIMA 1 GAL., FULL. 24" O.C. NO MDT u ~ ~ ~
~::::l~
I U : ~ mAT M EANS EXCEEDING THE MINIMUM REQUIRED TOTAL POINTS PER OPEN SPACE.
~~ 7. LANDSCAPING SHALL BE INSTALLED AROUND GROUND SIGNS PER SECTION 76-287. THE MINIM UM
~~~~N~THoRNs ~~~::~~:.2~;·00~6. ~b ~~~ @ I <C ~ ~
1. ALL PLANTS TO BE FLORIDA GRADE #1 OR BEITER. AU. TREES TO BE FLORIDA FANCY. U
~ ~ W IDTH ON THE FRONT SHAll BE THE HT. OF THE SI GN, THE MINIMUM WIDTH ON THE SIDES SHALL .,. I BE THE KT. OF THE SIGN, AND THE M INIM UM WIDTH ON THE REAR IS 3 FEET.
H ~~ l~
H !d
2. ALL BEDS TO BE MULCHED WITH 3" LAYER OF PINE BARK NUGGETS OR APPROVED EQUAL.
3. Ali. PLANT MATERIAL SHALL BE WATER ED VIA AN AUTOMAncALL Y TIMED AND CONTROLLED PERMANENT U N DERGROUND IRRIGATION SYSTEM.
4. All PLANT BEDS SHALL BE Flll.EO W ITH NATIVE TOPSOIL INCORPORATED WITH ORGAN IC r-..tA.TIER, FREE OF WEEDS AND GRASSES.
5. Ali. SOD TO BE ST. AUGUSTINE (STENOTAPHRUM SECUNDA TUM 'FLORA TAM '-APPROXIMATELY 3,865 SF).
6. ROOT BA R R IER LI NEAR FOOTA GE SHOWN ON PLAN IS FOR TREES ADJACENT TO CURB ING. CONTRACTOR T O ALSO INCLUDE A M INI MU M OF36"
20' 40'
C A LL 48 HOURS BEFORE®
Y OU DIG ... IrS THE LA W I t
Kno w what's below. · .•
. Call before you dig .
S!.J'>'SKIN£ STATE at£ CAll. OF FI.ORIOA, INC.
DATE
04/26/201 3
PROJECT NUMBER
CSG13-02CPB
SHEET NUMBER
L-0 1
1. INSTAll CONTINUOUS MULCH BED ADJACENT TO PARKING
SPACES AS SHOWN. MULCH SHALL BE MIN. 3" DEEP. NO
POP-UP IRRJGATlON HEADS SHALL BE LOCATED WITHIN 24" OF
A PARKING SPACE ON ANY SIDE.
2. CURB OR PARKING LOT EDGE, BY OTHERS.
Parking Space/Curb Planting
SECTION
~ ,. \ ~,-
PLAN
AU lREES SH.AU BE PlUMB VERTlCAU.. Y
WITHIN A TOLERANCE OF THREE DEGREES,
UNLESS OTHERWISE DIRECTED 9Y OWNER'S
REPRESENTATlVE.
Small Tree Planting
SECTION
1. PROTI:CTlREETRUNKWITHBl.ACK
RUBBER HOSE.
2. •10 GAUGE WIRE (NOTE FOR •• l!,.t..Tl-TRUNK
TREES, USE SEPARA.TEGUYS TO
Sl'RONGCST TRUNKS AT CEN"reR OF EACH).
3. Tl-IREf 2' X a· LOOGE POLES SPACE EVENLY
AROUND TREE.
4. 3' MININUM OF UI.A.CH AS SPECFIEO.
WHERE TREES AA£ PLACED IN SOD, MULCH
RING FOR TREES stW..1. BE 8' DIA.METER
(MIN.) OR M. DIRECTED BY OWNER'S
REPR.ESENTATTVE.
SOIL BERM TO HOLD WATER.
FINISHED GRADE (SEE GRADING PLAN)
TOP OF ROO'TBALL MIN. T ABOVE FINISHED
GRADE
8. B & 8 OR CONTAINERiZED (SEE
SPECIFJCAn ONS FOR ROOT IIAU.
REQUIREMENTS).
B. PREPARED PI...AN'T1NG SOIL AS SPECIFIED.
(SEE I.ANOSCA.PE NOTES}
10. ROOTaAI..LS GREA.TER THAN 24' DIAMETER
SHAll BE PUCED ON MOUND Of
UNOISTURSED SOIL TO PREVENT SETTUNG
ROOTBAl.lS SMALLER THAN 24'1N 0 \A. MAY
SrT ON COMPACTED EARTH.
NOTES:
A. CONTRACTOR SHALL ASSURE
PERCOLATION OF AU. PlANTlNG PrTS
PRIOR TO INSTAU.ATION.IFTME.
CONTRACTOR ENCOUNTERS "POOR
DRAINAGE CONOmONS" 1HEN THE
SURFACE OF THE TREE AOOllW.l. SHALl
BE 4' • 8' ABOVE SURROUNOINI3 GRADE
WlTH A TOPSOIL MIX GRADUAI..L.Y MOUNTED
TO MEEt' THE TOP OF THE ROOTBALL
B. FIN.Al TREE STAKING DETAILS AND
Pl.AC€MENT TO BE APPROVED BY OWNER.
C. ~E SAVER" ANCHORI'IG SYSTEM MAY BE
SUBSTITUTED FOR WOOD STAI<JNG SYSTEM
UPON APPROVAl. SY OWNER OR OWNER'S
REPRESENTATI\IE.
'X'
GR~SJ~~:T6HF~~ ----c~vT'>r-"'/"""""-
FRONT OF Pl.AimNG BED.
REFER TO PlANT
SCHEDULE FOR SPACING.
NOTES:
1. TOP OF SHRUB ROOTBAU..S TO
BE PI...ANTEO 1" • 2" HIGH WITH
SOIL MOUNOIIIIG UP TO 1l1E TOP
OFROOTBAU....
2. PRUNE All. SHRUBS TO ACHIEVE
A UNIFORM MASS/HEIGHT.
3. 3" MINIMUM MULCH AS
SPECIFIED.
4. EXCAVATE ENTlRE BED
SPECIFIED FOR GROUNDCOVER
BED.
5. FIIIIISHEO GRADE (SEE GRADING
PLAN).
All. SHRUBS AND GROUNOCOVERS SHAll BE PLUMB VERTICAU.. Y, UNlESS
OTHERWISE DIRECTED BY OWN EftS REPRESENTATTVE.
6. PREPARED PI..ANTING SOIL AS
SPECIFIED. (SEE LANDSCAPE
NOTES) NOTE: WHEN GROUND-
COVERS MID SHRUBS USED IN
MASSES, ENTIRE BED TO BE
AMENOEO WITH PlANTlNG SOIL
MIX AS SPECIFIEO.
7. SCAAJFY ROOTBAI...l SIDES MID
BOTTOM.
Shrub/Groundcover Planting
/ '
X
~/ ' /
1. 6'H "PERIMETER PLUS" CONSTRUCTION FENCE
BY CONWED PLASTICS OR OWNER'S
REPRESENTATIVE APPROVED EQUAL SUBMIT
PRODUCT INFORM.A.TlON FOR APPROVAl. PRIOR
TO 1NSTALLAT10N.
Z. 8'TAU.METAJ..IPOSTS ORTx2" X8'
PRESSURE TREATED WOOD POSTS WITH 3!Y
BURIAl BELOW GRADE.
INSTALLATION NOTES:
A.. POST SELECTION SHOUlD BE BASED ON
DRJPLINE EXPECTED STRENGTH NEEDS AND THE LENGTH
(TYP.) OF TIME FENCE WILL BE IN PLACE. FI..EXIBLE
FIBERGLASS ROO POSTS ARE RECOMMENDED
FOR PARKS, ATHLETIC EVENTS AND CROWD
TREATEDWoOo PoSTS ARE TYPJCAI..LYUsEo
FOR CONSTRUCTION AND OTHER APPUCATlONS.
8. POSTS SHOULD BE DRIVEN INTO THE GROUND
TO A DEPTH OF 1fl OF THE HEIGHT OF THE POST.
FOR EXAMPLE, AS' POST SHOULD BE SET AT
LEAST Z INTO THE GROUND.
C . SPACE POSTS EVERY 8' (MIN.) TO 8' (MAX.).
I ~ I~ D. SECURE FENCING TO POST WITH J'fr'LON CABLE
TIES (AVAILABLE FROM CONWEO PLASTICS).
WOOD STRIPS MAY BE ALSO BE USED TO
PROVIDE ADDmDNAL SUPPORT AND
PROTECTION BETWEEN TIES AND POSTS.
CORNER CONNECTION
CONNECTION
Tree/Shrub Protector
NOTE: IF WIRE TlES ARE USED, AVOID DIRECT CONTACT
Wi'i'HFENCE. WIRE MAY DAMAGE FENCE OVER TIME.
Barrler Dalall NTS
~ "'"[ ~,-
~
1. MINIMUM OF NINE (9) GOOD PALM
FRONDS.
2. PRUNE AND TIE FRONDS WITH HEMP
lWINE. CABB.AG:: PALMS TO BE
SElECTlVEL Y "HURRICANE CUT"',
LEAVING.]....( SMAllER, TRIMMED
FRONDS.
3. 5lAYERS OF BURLAP TO PROTECT
TRONI<
FIVE 2" X4' X 1e'WOOO BATTENS.
SECURE BATTeNS WITH 2· 3W
CARBON STEEL EL\NDS TO HOlD
BAnENS IN PLACE. NO NAl.S SHALL
BE DRIVEN INTO PALM. HEIOHT OF
BATTENS SHALL BE LOCATED IN
RELATION TO THE HBGKT OF THE
PALM FOR ADEQUATE BRAI:ING.
6. (.!} 2"X4"X!' SUPPORTS. NAJL (DRILL
AND NAIL IF NECESSARY) TO BATTENS
AND 2" X 4' STAKES. FLAG AT
MIDPOINT ANDATBA.SE.
7. PROVIDE RAGGING AT MIDPOINT AND
BAS~
II. 3" SPECIFIED MULCH.
B. BERM SOIL TO HOlD WATER.
10. FINISH GRADE
11. 2X4X24"(MlN)P.T.WOOOSTAKES
{TYP.) NAIL TO SUPPORT POLES.
12. PREJ>AREDPt..ANTlNGSOILAS
SPECIFIED. (SEE LANDSCAPE NOTES).
NOTES:
A. Wo\SHINGTONIA PALMS SIMILAR WI
BOOTS INTACT.
B. SEE PlANS .AND SPECS. FOR PALMS W/
BOOTS TO REMAIN ON TRUNK.
c . FINAL TREE STA!ONG DETAILS AND
PlACEMENT" TO BE APPROVED BY
OWNER.
• All.PAl..MSSHAU.BE.PlUMB'-1:RTICAI...LYWITHINA
TOLERANCE OF THREE DEGREES, UNLESS OTHERWISE
DIRECTED BY OWNER'S REPRESENTATTVE..
D. CONTRACTORSHAI.l.ASSURE
PERcot.ATION OF ALL PLANTlHG PITS
PRJ OR TO INSTAU.ATION.IF THE
CONTRACTOR ENCOUNTERS "?OOR
DRAINAGE CONDmONS" THEN THE
SURFACE Of THE TREE ROOlBA.L.l.
SHAU. BE 4'-II" ABOVE SURROUNDING
GRADE WITH A TOPSOIL MIX
GRADUALLY MOUNTED TO MEET THE
TOP OF THE ROOTBAU..
Palm Planting
SECTION
PLANTER ISLAND NOTES
1. CROWN ISLANDS@: 5:1 SLOPES (DR AS SPECIFIED ON J'HE LANDSCAPE
PLANS).
2. CLEAR ZONE: 24" MIN. FROM BACK OF CURB TO CENTER OF NEAREST SHRUB.
CLEAR ZONE SHALL CONTAIN 3" CONTINUOUS MULCH OR TURF, SEE PLANS.
3. 2" MIN VERTICAl. CLEARANCE, TOP OF CUR~ TO TOP OF MULCH.
NOTES:
EXCAVATE A CONTlNUOUS 24' DEEP PIT (FROM TOP OF CURB) FOR
ENTIRE LENGTH AND WIDTH OF ISLAND &. BACKFIU WITH APPROVED
PLANllNG MIX.
b. PROTECT AND RETAIN All CURSS AND BASE. COMPACTED SUBGRADE
TO REMAIN FOR STRUCTURAL SUPPORT OF CURB SYSTEM (TYP).
A1l. ISLANDS SHALL. UTILIZE POOR DRAINAGE DETAIL WHEN
PERCOLATION RATES ARE 2" PER HOUR OR LESS.
Planted Parking Lot Islands/Medians
'FRONr OF HYDRANT (TOWARD CU~)
1. FJRE HYDRANT.
2. NO PLANT EXCEEDING 1Z' MATURE HEIGHT MATERIAL SHALL BE PLACED
WllliiN SHOWN RADIUS O F ALL PROPOSED OR EXISTING FIRE
HYDRANTS. CONTRACTOR SHALl ADJUST PLANT MATERIAL SO THAT NO
CONFUCTS WITH FIRE HYDRANTS OCCUR ON SITE.
Fire Hydrant Area
PLAN NTS
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04/26/2013
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PROJECT NUMBER
CSG13-02CPB
SHEET NUMBER
L-0 2
Linear Application of DeepRoot Tree Root Barriers at Time
of Installing Concrete Sidewa lks and Curbs
lYPICAL SECTION OF CURB AND GUTTER WITH DEEPROOT
TREE ROOT BARRIER INSET INTO CONCRETE.
BARRIER INSTALLED IN A TRENCH IN SUBGRADE WHICH IS
THEN COMPACTED. BARRIER IS SET SO THAT TOP EDGE
WILL BE 2" (SCM) BELOW ~NISH GRADE OF CURB, AND SET
FLUSH WITH EOGE OF CURB. BARRIER RIBS FACE TOWARD
TREE ROOTS.
INSTALlATION SEQUENCE:
1. Prepare bose and subgrode
2. Trenchloeppropriatedaplhforlnstalatlonof
root bonier so thot top of barrier is 2· (Scm)
below finish grade of top of curb.
J.Piacerootbarrl9flnlnlnch,vartJcslrtbsmust
face toward tree roots.
4. Backfill and oompad to mqulrements.
S.Piaceformmaterlal~~galnslbanier(ltmaybe
nailed from the outside of the form)
======l""'iiiiiil,.il----·subgrode c;ompac:lion
Typical DeepRool UB 24-2,
optional use of UB 18-2
lYPICAl SECTION OF CURB, GUTTER AND SIDEWAU<
WITH OEEPROOT TREE ROOT BARRIER INSET INTO
CONCRETE
BARRIER INSTAl.l..£0 IN A TRENCH IN SUBGRADE
WHIC H IS THEN COMPACTED . BARRIER IS SET
SO TIHAT TOP EDGE Wlll BE 2" (SCM) ABOVE
COM PAClED BASE {or halfway between bose
and finish grade of SW}. BARRIER RIBS
FACE TOWARD TREE ROOTS.
Subgrode tompaction
Typica l DeepRoot UB 24-2,
optional use of UB 16-2
UB 36-2/UB 48-2 Specifications
36" / 48" DeepRoot Tree Root Barrier
Specif"ted lnle root bonier1 en a medlonical barriBr and root
del\edortopre-.Wit=I'OIIblfromdafTIII!Iir9hiWK:opeL
end londtcopes. .laembl!ld in 2' (6 1 em) long modulst ta
cnat. Ym)'irtg le!IQIN far rncr oppGCGtiolu cfii'IICtly baidl
a~odjoc.ntiDonoli~aflMinle,orforlaf"9'
pem-.atcr turrot.lld ~co\ion, w!ltl a mWwun 8' (2..0 m)
ciomtttrullng 12 pontb.
A.llal.lricls
I.Theeonttoelor#tc!llfl.rnW.cndinstoll
l:reeroolbof"'WWIIII.ciflfd.TholrM
root baniert .tKII bt lither prtldtld.f UB l6-2
or liB 48-2 113 monrfodun=cl by OeepRoot
Pattn.rl. LP .. 81 Longton Sl:rNt. Sim 4,
SanFruncilico,CA!U1QJ(800.455.7668),
otc~equol.Thcbwn.-ahalbeb1od;, = ~!:ao~: {~~mJn;a!tne,
Jfi" (91 em) ot 0• (122 an) deep;
monufl!Chnd•ithtlomapolyrner~nfl
•ith od!hd ultravil>let inhbl\arr, ru;ydable.
Eodl2' (61 an) ledion thol IKw;;
Nat le:ss them ~ llokled 1nlajrol Vrl'tiall Root D:=ting
Rm rl a rrWlimum 0.060" (Z.OJmm) thiclme:n
prWW"mg 1/2" (12.7 mm) ct 90' from i'ltmor
rl the burricf panel, spoced 6" (152.4 mm) oparl
Seepll'lllclnmng.
M lnteljrut.l Joillng S)'stem pr!M!Sng fot IRWlnl
IDIIembl)'bydilflllgot'llpaneliniDanolher.
T)'l>lcai Voi\HI
........ ........... _
a ConMidion Olld Lutollation
1.1Meonltvdor3hol lnstolthe~rl)O{~
•ith tht numlw of pooslt IJid i'11he rTIO'IMI'"
lhcwnonll'lldruwill9s.lha'Nlicolrootcfir.:ting
rill! ahaO ba facing inwanb to the nx~l boll and lht
lop Cilg~~ 1hon bt 1/2" (12.7 mm) abow grade..
£Ddl rl lhlt1'11qund numbtr of panoltlhoU be Join~d
in a in~ar fo.shion alld ploccd along \I'll odjocrnl
hc111bcopa or t!Mrt Jp«ifllld COIYICI:I.MI Io form o cme oramd the nx~t boll.
Concrete
\
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INSTALLATION SEOU ENC~
1. Prepare base and subgrode
2.Trend'lloapproprial8deptl\fur
installation of root barrier so thot
tap of barrier is 2" (Scm) below
finish grade of top of sidewalk (or
ha lfw ay between top of compacted base
and finish grade of SW)
3.Piacerootbanierlnlrnnch,ve!tical
ribs must face taword tree roots.
-4. BacldiD and compact lo requirements.
5.Piacekwmmaterialagails1banier
(It may be na ile d from the outside
af the farm)
~PORTANT NOlE: Tree location must ar.gn
with "cs-built" cent£!" of barrier.
,..
(81.44an) ...
{12\.iZcm)
J
2. &callltion on~ pn:poralion rho!! eonform to IN d11111'ing1. h:otol Dc!epRoot ua 36-2 or ua 48-2
6·-12"bd!ind p!onto"orrrloininq •d.
Surround Style Planting with Deeproot Universal Barriers
When selecting the Surround style planting application you will
hove the greatest success by fo llowing these simple steps as
illusttoted below:
A. Prepare the initial planting hole as illustrated below. This is
based upon the combination of desired barrier diameter and
depth. Consider if drainage devices or amendments
ore needed Ia correct any adverse sail or planting conditions
in the backfill area.
8. Assemble the appropriate number af DeepRaot Universal
!~~e~0~n~~~~~~.e t~~~~~ol~~a:a~:f~~!~n~Th~~s iso~e~e pone!
important, otherwise the roots will become girdled by
traveling around the smooth walled surface)
C. Next place the barrier in the center of the planting hole,
keepin g in mind that the double top ed_ge of the barrier
sho uld be positioned approximately 1/2 (13mm) above grade.
This helps retard potential root overgrowth. fa ili ng Ia position
the tap edge above grade can allow root overgrowth which
can lead to uprooted hardscope s.
D. Backfill and compoct with soil inside the barrier ta the
level where the bottom af the root ball will be when
positioned correctly with the crown of the root boll
approximately 1• {26mm} above grade.
E. Remove the tree from its container, or cut away the top
portion of burlap and position in the center of the barrier.
Complete the backfill af the soil. Distribute even ly to
maintain the shape af the barrier and compact the
backfill every 4"-6• {10cm-15crn). Roots will die
quickly if left exposed to the elemenls so keep exposure
af the roots to o minimum .
Al)'Pito1Sum~~~ndPionlin91nstonolionUsing
DeepRoo\Univcrsa18onier
Sidewalk
~lr---------~
DeepRociBorrier
{U8 18-2 or US 24-2)
0
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f . If stoking or guying is required we recommend using
the soft, safe and economical alternative to traditional wire
ond hose, ArbarTie (see www deeprpot rom for details)
G. If the tree{s) will be subject to maintenance work such
as lawn mo wing or weed trimming we strongly recommend
the installation of ArborGord+ Tree Trunk Protectors which
ore placed around the base af young trees to prated
them from domoge by weed trimmers, lawn mowers and
small rodents. (See www deeprpot com)
H. Water and fo llow proper tree maintenance practices.
Trees do require care and nurturing otter planting. Consult
with your local supplier far proper core procedures for the
species you ore planting. The planting instructions given here
ore by no means o comprehensive guide. Rother they ore
general guidelines to planting with DeepRoot Barriers and a
survey of current planting methods . Conditions will vary
however and it is recommended that on Arborist be
consulted before planting .
for additional information please visit aur website at
www deepmol com
for information regarding distributors please coli: 1 BOO ILV
ROOT ( 458. 766B). for help with dra inage or other difficult
installation questions pl ease coli Deep Root T echnicol
Support oto I BOO ROOT TEK (766.B83S).
£JccpRootBorricr
(US 18-2 or UB 24-2)
39" J.linfnum (99cm) -----1
J.linimum J Times
Root Bdl Oiom e\cr
(Where Possible)
..
6-\RRIER """"BEIDW)
UB 18-2 Specifications
18" Deep Root Tree Root Barriers
Specified tree root barriers ore o mechanical barrier and root
deflector Ia prevent tree roots from damaging hordscapes
and la ndscapes. Assembled in 2' lang modules to create
voryingsizesofcylindersfar surrou ndin grootbal!s
(Surround planting style) or fo r linear applications directly
beside o hordscope adjacent to one side of the trees
(Unear planting style).
A. Materials
1. The contractor shall furnish ond instaU tree root barriers
as specified. The tree root barrier.; shoJI be product I UB 18-2
as manufactured by Deep Root Partners, LP., B1 long ton Sl
#4. San francisco, CA (B00-45B -766B},or approved equal.
The barrier shall be Black, Injection ~aided Panels, of .080.
(2.03mm) wall thickness in modules 24• (61cm) long by 18"
(46cm) deep; manufactured with o minimum SOX post
consumer recycled polypropyl en e plastic with added ultraviolet
inhibitors; recyclable. Each panel shall have:
Not less than 4 Molded Integral Vertical Root Oenecting Ribs of
at least 0.06.(1.52mm) thickness protruding 1/2.(12.7mm)
at 90' from interior of the barrier panel, spaced 6"(15.24mm}
apart. {See ponel drawing below)
~b~0~~~~h!0 ropEd~~ ~~n~~i~19 o~1 atw~i~~~!e1 0.~~~~~~k2~a;)aa,~~~ess
3/8.(9.53mm) wide and 1/4"(6.35mm) apart with the lower rib
ottached to the vertictll root deflecting ribs. {See Detail "A)
A minimum of 9 Anli-Uft Ground lock Tabs consisting of integra l
horizontal ridges of a minimum o.os·(1.52mm) thickness in the
shape af o segment of o circle, the 2 1/4 ·(s7mm) chord of the
segment joining the panel wall and the segment, protruding 3/B"
(9.53mm) from the panel. The nine ground locks on each panel
sholl be about equony spaced between eoch of the vertical root
deflecting ribs {3 between each set of ribs, see Detail ·e).
An integrated Zipper Joining System providing for instant assembly
by sliding one pan el ina ooolher. (See Detail ·c)
2. The basic properties of the material shall be:
Te,t ASTM Te't Method Typic:ol Value Copolymer
Poly propylene
TcMile slTenqth 0 yield Woll 06J8 2.J8J,.
Tc Nile strength Oyield Hinge D6J8 2.<83 PSI
Y.cld Elongation-Wol D6J8 7.7 1X
Y.cld ElonQolion -Hinge 06J8 7.58%
Rexurol Uodulus 07!108 120.785 PSI
Notched tud Impact Won "'"' 2.5-4(rt-lbJ)
Rockwall Hcrdness r. scal e-Well 0765>. "'·'
U.S . Patents: 5,070,642 , 5,305,549 and 5,528,857.
Other Patents Pe11ding.
B. Construction ond Insta ll ation
1. The conlroctor shall install the tree root barriers with the
number of panels and in the mo11ner shown an the Draw-
ings. The vertical root deflecting ribs shall be facing inwards
Ia the root boll and the top of the double edge shall be 1/2•
(12.7mm) above grade. Each af the required number af panels
shall be connected Ia form a ci rcle around the root boll or
joined in a linear fashion and placed along the adjacent hordscape.
2. Excavation and soil preparation shall conform to the Dra wings
HOT£5: (PIIAS[ ~U"Ell 10 WRITTEN SP(CIFICI.TXlNS rtlR AtlOII'IOlW.. RECUROIDITS)
NOTtS.: (PIIASE REFER TO WRITTEN SPECincAllONS FOR AOOIOONAL AEOUIROIDlTS)
I. TI-llS OISTAJ.JCE SH.lU. B£ 1" UINitr.IUI.I WiTH ROOT SAAAJEA AND lO' IJIIIIIAIJU If NO ROOT Boi.AAIOI IS USED.
!1. ALL ROOT EWIRIERS S\UJ.L B£ •'MINII.IUU FROU AlL SEACOAST F"ACIUilES.
J . THE INSTALLATIO~ OF" ROOT BARRIERS SIW.L BE COORDIW.TED Wfll-1 SOCOIST ,I.Na INSPECT£:0 9'T SEACOAST
F'l'liOR TO EIACKFli.!..J"C. ALL ROOT IIAARI£RS SHALl. E:XT"DID UP 10 FlN!SNED CRAOE.
~-ROOT BAARl ERS Stw.l BE M!HIMVU J6" CEEP. AI'Pi'tOVEO PROOUCTS INCWOE "DEL" ROOI AND "!IDOl"
SOUJTlQ.'.!S". Fl.EXIBLI BARRIERS SI-\J.LL BE J6' PANElS tAANUf.-\CTURED BY 81081RRIER.
!1. ALL ROOf ~R!ERS StWl. BE INSTAU.EO IIi ,I.CC()f!OAJoiC£ WrJH loiNI\JfACT\IRERS ftR m~ 1115TIWCUOHS.
CONSTRUCTION STANDARDS AND DETAILS
I. TlfiS OISf,I..'<IC£ SloWJ. !IE 10" r.lltflloiUII WITH ROOf SAARER N1D U" I.IIHIUUo.l IF ~0 llaOT BNIRI£11 IS US!D.
2. N..L ROOT I!ARRIOIS SI-W.J. 8£ 4' I.IINIIollAI F'ROI.I All SW'OAST FACIUfl£5.
~RJ:..E:s'~NC~r ... t."~oo~=~[~~~~~~D~~C:~orD IIISPEC!£0 EJT StA-:0.-\ST
~-ROOT BARRIERS SIVU SE MINII.IUI.I l6" DEEP.~ PRODUCTS INCLUOE "li££P ROOT" HlD "ROOT
SDLl11lONS".fl£)(1BL.£a.I.RRIEI!SSHAU.I!ElCS"PANELSW\NUFM:Tl.JREDitT'BIOSARRIER.
5 . .t.U J!IIOT B.lllRI!J!'S 51-WJ. II[ INST.o.u.EO IN Aet;ORO.o.NCE VfrTH loWIUF.r.cTlJRERS WRITTDI I~S"IRVCili!NS
5. LN!(;[ PN.L! TRE£5 INCI.UOC ROYAl_ WASHN(;f(]/<M'(. BtSIUJIK N«J Sliiii.AA SlZEII SPECIES.
Deta il •A•
Detail ·c·
PaM\ o.osa· (2.0Jmm) Thick
Post Cons umer Reqded Polypropylene
Patcntedtr.loldcdGroundLDC5dng
Mti-tift To~
(Sec Detail "81
RoundedEdgesfi)I"SolelyondSlrength
Q)
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L-03
GENERAL LANDSCAPE NOTES
1. SCOPE OF WORK
A. THE WORK CONSISTS OF: FURNISHING ALl lABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION,
AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON
THE DRAWINGS, AS INCLUDED IN THE PLANT LIST, AND AS HEREIN SPECIFIED.
B. WORK SHAU INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLANTING AREAS UNTIL
CERTIFICATION OF ACCEPTABILITY BY THE OWNER OR OWNER'S REPRESENTATIVE.
2. PROTECTION OF EXISTING STRUCTURES
ALL EXISTING BUILDINGS, WALKS, WALLS, PAVING, PIPING, OTHER SITE CONSTRUCTION ITEMS, AND
PLANTING ALREADY COMPLETED OR ESTABLISHED SHAll. BE PROTECTED FROM DAMAGE BY THE
CONTRACTOR UNLESS OTHERWISE SPECIFIED. All DAMAGE RESULTING FROM NEGLIGENCE SHALL BE
REPAIRED OR REPLACED TO THE SA11SFACTION OF THE OWNER, AT NO COST TO THE OWNER
J . PROTECTION OF EXISTING PlANT MATERIALS OUTSIDE LIMIT OF WORK
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUITING OR DAMAGE TO TREES AND
SHRUBS EXISTING OR OTHERWISE, CAUSED BY CARELESS EQUIPMENT OPERATION, MATERIAL STOCKPILING,
ETC. THIS SHALL INCLUDE COMPACTION BY DRIVING OR PARKING INSIDE THE DRIP·LINE AND SPILLING OIL g GASOLINE. OR OTHER DELETERIOUS MATERIALS WITHIN THE DRIP-LINE. NO MATERIALS SHALL BE BURNED
~ ~~~.!:E~l:~~~~~~~ ~;:r·Be:~~~;~;~~~~6~~~~~~~~~~6:~ ~~HUNDRED i DOllARS ($100} PER CALIPER INCH ON AN ESCALATING SCALE WHICH ADDS AN ADDITIONAL TWENTY (20)
~ ~~~~~~+ f~~~i~TI~~ ~~UD~~~g~~C~t~~: ~~G~~~~~~~~~~=~~ ~~~~~~ (~~~ rs~R f ~~~~~~:~~;~o~~gJ~~~~ ~:~~:sTgv:DF~~~~z~~6~~~~N(~~~~~ IN CALIPER AND TWELVE
~
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4 . MATERIALS LIST
QUANTtnES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE FURNISHED BY THE
CONTRACTOR QUANTilY ESTIMATES HAVE BEEN MADE CAREFULLY, BUT THE LANDSCAPE ARCHITECT OR
OWNER ASSUMES NO LIABILITY FOR OMISSIONS OR ERRORS. SHOULD A DISCREPANCY OCCUR BETWEEN
THE PLANS AND THE PLANT LIST QUANTITY, THE OWNER OR OWNER'S REPRESENTATNE SHAll BE NOTIFIED
FOR CLARIFICATION PRIOR TO BIDDING OR INSTAllATION. ALL DIMENSIONS AND/OR SIZES SPECIFIED SHAll
BE THE MINIMUM ACCEPTABLE SIZE.
UPON COMPLETION OF All PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL
REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK ALL PAVED AREAS SHALL BE
BROOM-CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER
OR OWNER'S REPRESENTATIVE.
6 . PlANT MATERIAL MAINTENANCE
ALL PLANTS AND PLANTING INCLUDED UNDER THIS CONTRACT SHALL BE MAINTAINED BY WATERING,
CULTIVATING, SPRAYING, AND All OTHER OPERATIONS (SUCH AS RE·STAKING OR REPAIRING GUY
SUPPORTS) NECESSARY TO INSURE A HEAL THY PLANT CONDrTION BY THE CONTRACTOR UNTIL
CERTIFICATION OF ACCEPTABILITY BY THE OWNER'S REPRESENTATIVE. MAINTENANCE AFTER THE
CERTIFICATION OF ACCEPTABIUlY SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS IN THIS SECTION.
CONTRACTORS ARE REQUESTED TO PROVIDE A BID ESTIMATE TO COVER LANDSCAPE AND IRRIGATION
MAINTENANCE FOR A PERIOD OF 90 CALENDAR DAYS COMMENCING AFTER ACCEPTANCE.
7, LAWN MAINTENANCE
A. WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED LAWN.
TliE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE.SODDING OF ALL ERODED, SUNKEN
OR BARE SPOTS (LARGER THAN 12"X12") UNTIL CERTIFICATION OF ACCEPTABILilY BY THE OWNER OR
OWNER'S REPRESENTATIVE. REPAIRED SODDING SHAll BE ACCOMPLISHED AS IN THE ORIGINAL WORK
(INCLUDING REGRADING IF NECESSARY).
B. CONTRACTOR RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD/LAWN UNTIL ACCEPTANCE BY
THE OWNER'S REPRESENTATIVE. PRIOR TO AND UPON ACCEPTANCE, CONTRACTOR TO PROVIDE
WATERING/IRRIGATION SCHEDULE TO OWNER OBSERVE ALL APPLICABLE WATERING RESTRICTIONS AS
SET FORTH BY THE PROPERlY'S JURISDICTIONAL AUTHORITY.
l 8. MAINTENANCE CAL TERNA TE BID rTEMI [
!
~
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CONTRACTORS ARE REQUESTED TO PROVIDE A BID ESTIMATE FOR MAINTENANCE FOLLOWING THE INITlAL
90-DAY MAINTENANCE PERIOD ON A COST-PER-MONTH BASIS.
9. FINAL INSPECTION AND ACCEPTANCE OF WORK
! ~~~~~~~~~~JA~H~;~ ~:R~~N~~:g~N~~~~~ENP~~~~i-;~~i:~~~~~ ~E 'J SUBJECT TO THE SAME ONE (1) YEAR WARRANTY (ORAS SPECIFIED BY THE LANDSCAPE ARCHITECT OR i ~~!~6~~~~EG~~~~~z~~~;C~~~~E TIME OF REPLACEMENT AND ENDING WITH THE SAME INSPECTION
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10. WARRANTY
A. THE LIFE AND SATISFACTORY CONDITION OF All 7 GALLON AND LARGER PLANT MATERIAL INSTALLED BY
THE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1)
CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTABILITY BY THE OWNER OR
OWNER'S REPRESENTATIVE.
B. THE LIFE AND SATISFACTORY CONDITION OF ALL OTHER PLANT MATERIAL (INCLUDING SOD) INSTALLED BY
THE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1)
CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTABILITY BY THE OWNER OR
OWNER'S REPRESENTATIVE
~ ~ c. ~=~E~~;~~:Eo~:~~:o1~~o~~~irr~R~~~~~~~6~~~ ~6~~~~~: j i CONDITIONS PERMIT. ALL REPLACEMENTS SHALl. BE PlANTS OF THE SAME KIND AND SIZE AS SPECIFIED
:i ~ IN THE PLANT LIST. THEY SHALL BE FURNISHED PLANTED AND MULCHED AS SPECIFIED UNDER
~ ~ •PLANTING•, AT NO ADDmONAL COST TO THE OWNER
f ~ D. IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FOR LANDSCAPE (AND
.! ~ IRRIGATION) MAINTENANCE, THE CONTRACTOR IS ENCOURAGED TO VISIT THE PROJECT SITE ~ g· PERIODICALLY DURING THE ON E YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES
~~ ~~~grri~~~o:i~~~~~~~~~~~~~~~~~~~; ~R~~~~~~~~;~g~~~~llE j; VISrTS SHALL BE CONDUCTED A MINIMUM OF ONCE PER MONTH FOR A PERIOD OF TWELVE (12) MONTHS .! ~ FROM THE DATE OF ACCEPTANCE.
!~
!8 ~· 5! ~"-li
.H'I •5 ~li' ~~ ~~
PLANT SPECIFICATION NOTES
1. GENERAL
MATERIAL SAMPLES LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL, ON THE SITE OR AS OTHERWISE
DETERM INED BY THE OWNER OR OWNER'S REPRESENTATIVE. UPON SAMPLES' APPROVAL, DELIVERY OF
MATERIALS MAY COMMENCE.
MATERIAL
MULCH
PLANTING I TOPSOIL MIX
PLANTS
2. PLANT MATERIALS
SAMPLE SiZE
ONE (1) CUBIC FOOT
ONE (1) CUBIC FOOT (INCLUDING EXISTING SOILS REPORT)
ONE (1) PHOTO OF EACH VARIETY (OR TAGGED IN NURSERY)
A. PLANT SPECIES AND SIZE SHALL CONFORM TO THOSE INDICATED ON mE DRAWINGS. N OMENCLATURE
SHALL CONFORM TO STANDARDIZED PLANT NAMES, 1942 EDITION. ALL NURSERY STOCK SHALL BE IN
ACCORDANCE WITH GRADES AND STANDARDS FOR NURSERY PLANTS, LATEST EDITION, PUBLISHED BY
THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. ALL PLANTS SHALL BE FLORIDA
GRADE NO.1 OR BEITER AS DETERMINED BY THE FLORIDA DIVISION OF PLANT INDUSTRY. All. PlANTS
SHALL BE HEAL THY, VIGOROUS, SOUND, WELL-BRANCHED, AND FREE OF D ISEASE AND INSECTS, INSECT
EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSlEMS. TREES FOR PLANTING IN ROWS SHAll.
BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE OWNER OR
OWNER'S REPRESENTATIVE. WHERE ANY REQUIREMENTS ARE OMITIED FROM THE PLANT LIST, THE
PLANTS FURNISHED SHALL BE NORMAL FOR THE VARIETY. PLANTS SHALL BE PRUNED PRIOR TO DELNERY
ONLY WITH APPROVAL FROM OWNER OR OWNER'S REPRESENTATIVE. NO SUBSTITUTIONS SHAll BE MADE
WITHOUT WRITTEN PERMISSION FROM THE OWNER OR OWNER'S REPRESENTATIVE.
B. MEASUREMENTS: THE HEIGHT AND/OR WIDTH OF TREES SHALL BE MEASURED FROM THE GROUND OR
ACROSS THE NORMAL SPREAD OF BRANCHES WITH THE PLANTS IN THEIR NORMAL POSITION. THIS
MEASUREMENT SHALl NOT INCLUDE THE IMMEDIATE TERMINAL GROWTH. PLANTS LARGER IN SIZE THAN
THOSE SPECIFIED IN THE PLANT LIST MAY BE USED IF APPROVED BY THE OWNER OR OWNER'S
REPRESENTATIVE. IF mE USE OF LARGER PLANTS IS APPROVED, THE BALL OF EARTH OR SPREAD OF
ROOTS SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLANT.
C. INSPECTION: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, OR
UPON DELIVERY TO THE SITE, AS DETERMINED BY THE OWNER OR OWNER'S REPRESENTATNE, FOR
QUALITY, SIZE, AND VARIETY; SUCH APPROVAL SHALL NOT IMPAlR THE RIGHT OF INSPECTION AND
REJECTION AT THE SITE DURING PROGRESS OF THE WORK OR AFTER COMPLETION FOR SIZE AND
CONDITION OF ROOT BALLS OR ROOTS, LATENT DEFECTS OR INJURIES. REJECTED PLANTS SHALL BE
REMOVED IMMEDJATEL Y FROM THE SITE. NOTICE REQUESTING INSPECTION SHALL BE SUBMITIED IN
WRITING BY THE CONTRACTOR AT LEAST ONE (1) WEEK PRIOR TO ANTICIPATED DATE.
D. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL-ROOTED PLANTS ESTABLISHED
IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE OF GOOD
QUALITY AND ARE IN A HEALTHY GROWING CONDITION, FLORIDA #1 OR BETTER.
AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN
IN THAT CONTAINER SUFFICIENTLY LONG FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT
THE ROOT MASS W ILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER
CONTAINER GROWN STOCK SHALL NOT BE HANDLED BY THEIR STEMS.
PLANT ROOTS BOUND IN CONTAINERS ARE NOT ACCEPTABLE. ALL TREE ROOTBALLS SHALL BE SHAVED
1• • 1 112• OFF ON All SlOES WITH EITHER A SHARP SPADE OR BLADE BEFORE PLANTING OR FROM TOP TO
BOTTOM WITH A BAlliNG SPADE AFTER THE TREE HAS BEEN PlANTED TO EliMINATE CIRCLING ROOTS.
SUBSTITUTION OF NON-CONTAINER GROWN MATERIAL FOR MATERIAL EXPLICITLY SPECIFIED TO BE
CONTAINER GROWN WILL NOT BE PERMITTED WITHOUT WRITIEN APPROVAL JS OBTAINED FROM THE
OWNER OR OWNER'S REPRESENTATIVE.
RPG = •ROOTS PLUS GROWER• CONTAJNER WHERE SPECIFIED.
E. WHEN THE USE OF COLLECTED STOCK IS PERMITTED AS INDICATED BY THE OWNER OR OWNER'S
REPRESENTATIVE, THE MINIMUM SIZES OF ROOTBALLS SHAll. BE EQUAL TO THAT SPECIFIED FOR THE
NEXT LARGER S IZE OF NURSERY GROWN STOCK OF THE SAME VARIETY.
F. PLANTS COLLECTED FROM WILD OR NATIVE STANDS SHAU. BE CONSIDERED NURSERY GROWN WHEN
THEY HAVE BEEN SUCCESSFULLY RE-ESTABLISHED IN A NURSERY ROW AND GROWN UNDER REGULAR
NURSERY CULTURAL PRACTICES FORA MINIMUM OF TWO (2) GROWING SEASONS AND HAVE ATTAINED
ADEQUATE ROOT AND TOP GROWTH TO IN DICATE FULL RECOVERY FROM TRANSPLANTING INTO THE
NURSERY ROW.
3. D IGGING AND HANDLING
A. PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TIMES FROM SUN, DRYING WINDS, WATER AND
FREEZING, AS NECESSARY UNTIL PLANTING. PLANT MATERIALS SHALL BE ADEQUATELY PACKED TO
PREVENT DAMAGE DURING TRANSIT. TREES TRANSPORTED MORE THAN TEN (10) MILES OR WHICH ARE
NOT PLANTED WITHIN THREE (a) DAYS OF DELIVERY TO SITE SHALL BE SPRAYED WITH AN
ANTlTRANSPIRANT PRODUCT ("WILTPRUF" OR EQUAL} TO MINIMIZE TRANSPIRATIONAL WATER LOSS.
B. BALLED AND BURLAPPED PLANTS (B&B) SHALL BE DUG WITH FIRM, NATURAL BALLS OF SOIL OF
SUFFICIENT SIZE TO ENCOMPASS THE FIBROUS AND FEEDING ROOTS OF THE PLANTS. NO PLANTS MOVED
WITH A ROOT BALL SHALL BE PLANTED IF THE BALL IS CRACKED OR BROKEN. PLANTS BALLED AND
BURLAPPED OR CONTAINER GROWN SHALL NOT BE HANDLED BY STEMS.
C. PLANTS MARKED "BR• IN THE PLANT LIST SHALL BE DUG WITH BARE ROOTS, COMPLYING WITH FLORIDA
GRADES AND STANDARDS FOR NURSERY PLANTS CURRENT EDITION. CARE SHALL BE EXERCISED THAT
THE ROOTS DO NOT DRY OUT DURING TRANSPORTATION AND PRIOR TO PLANTING.
D. PROTECTION OF PALMS (IF APPUCABLE): ONLY A MINIMUM OF FRONDS SHALL BE REMOVED FROM THE
CROWN OF THE PALM TREES TO FACILITATE MOVING AND HANDLING. CLEAR TRUNK (CT) SHALL BE AS
SPECIFIED AFTER THE MINIMUM OF FRONDS HAVE BEEN REMOVED. All PALMS SHALL BE BRACED PER
PALM PLANTING DETAIL.
E. EXCAVATION OF TREE PITS SHALL BE PERFORMED USING EXTREME CARE TO AVOID DAMAGE TO
SURFACE AND SUBSURFACE ELEMENTS SUCH AS UTILITIES OR HARDSCAPE ELEMENT$, FOOTERS AND
PREPARED SUB-BASES.
PLANT SPECIFICATION NOTES CONTINUED
C. SAND SHALL BE COARSE, CLEAN, WELL-DRAINING, NATIVE SAND. CONTRACTOR SHALL SUBMIT RESULTS
OF SOIL TESTS FOR TOPSOIL AND SAND PROPOSED FOR USE UN DER THIS CONTRACT FOR APPROVAL BY
THE OWNER OR OWNER'S REPRESENTATIV E.
D. WHEN UNSUIT ABLE SOILS ARE FOUN D, THE CONTRACTOR SHALL CONTACT THE OWNER OR OWNER'S
REPRESENTAT IVE TO D ISCUSS ALTERNATE RECOMMENDATION PRIOR TO PLANTING.
E. CONTRACTOR TO SUBMIT SAMPLES OF SOIL MIXTURE FOR THE OWNER OR OWNER'S REPRESENTATIVE
APPROVAL PRIOR TO PLANT INSTAUATION OPERATIONS COMMENCE.
S.WATER
WATER NECESSARY FOR PLANTING AND MAINTENANCE SHALL BE OF SATISFACTORY QUALilYTO SUSTAIN
AN ADEQUATE PLANT GROVYTH AND SHALL NOT CONTAIN HARM FUL, NATURAL OR MAN-MADE ELEMENTS
DETRIMENTAL TO PLANTS. WATER MEETING THE ABOVE STANDARD SHALL BE OBTAINED ON THE SITE FROM
THE OWNER, IF AVAILABLE, AND THE CONTRACTOR SHALL BE RESPONSIBLE TO MN<E ARRANGEMENTS FOR
ITS U SE BY HIS TANKS, HOSES, SPRINKLERS, ETC. IF SUCH WATER IS NOT AVAILABLE AT THE SfTE, THE
CONTRACTOR SHALL PROVIDE SATISFACTORY WATER FROM SOURCES OFF Tl-!E SITE AT NO ADDITIONAL
COST TO THE OWNER. CONTRACTOR TO CHECK TO SEE IF WATERING/IRRIGATION RESTRICTIONS MAY
APPLY, REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY.
S. FERTILIZER
CONTRACTOR SHALL PROVIDE FERTILIZER APPLICATION SCHEDULE TO OWNER OR OWNER'S
REPRESENTATIVE, AS APPLICABLE TO SOIL TYPE, PLANT INSTAllATION TYPE, AND SITE'S PROPOSED USE.
SUGGESTED FERTILIZER TYPES SHALL BE ORGANIC OR OTHERWISE NATURALL Y~DERJVED. CONTRACTOR TO
CHECK TO SEE IF FERTlUZER RESTRICTIONS MAY APPLY, REFER TO PROPERTY'S JURISDICTION AL
AVTHORilY.
~
MULCH MATERIAL SHALL BE MOISTENED AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT,
AND APPLIED AT A MINIMUM DEPTH OF 3 INCHES. CLEAR MULCH FROM EACH PLANrS CROWN (BASE). SEE
PLANT LIST FOR 1YPE OF MATERIAL ("FLORIMULCH; EUCALYPTUS MULCH, OR PINE STRAW/BARK/NUGGET)
AND GRADE.
e. soD
THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE
TO VARIETAL TYPE, AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ~y KINO.
PLANTING PROCEDURE NOTES
1. CLEANING UP BEFORE COMMENCING WoRK: THE CONTRACTOR SHALL CLEAN WORK AND SURROUNDING
AREAS OF ALL RUBBISH OR OBJECTIONABLE MATTER ALL MORTAR, CEMENT, AND TOXlC MATERIAL SHALL
BE REMOVED FROM THE SURFACE OF ALL PLANT BEDS. THESE MATERIALS SHALL NOT BE MIXED WITH
THE SOIL. SHOULD THE CONTRACTOR .FIND SUCH SOIL CONDmONS BENEATH THE SOIL WHICH WILL IN
ANYWAY ADVERSELY AFFECT THE PLANT GROWTH, HE SHALLIMMEDIATEL Y CALL IT TO THE ATIENTION
OF lHE OWNER OR OWNER'S REPRESENTATIVE. FAILURE TO DO SO BEFORE PLANTING SHALL MAKE THE
CORRECTIVE MEASURES THE RESPONSIBILI1Y OF THE CONTRACTOR
2. VERIFY LOCATIONS OF ALL UTILITIES, CONDUITS, SUPPLY LINES AND CABLES, INCLUDING BUT NOT
LIMITED TO: ELECTRIC, GAS (LINES AND TANKS), WATER, SANITARY SEWER, STORMWATER SYSTEMS,
CABLE, AND TELEPHONE. PROPERLY MAINTAIN AND PROTECT EXISTING LITILITIES. CALL NATIONAL ONE
CALL-811-TO LOCATE UTILITIES OR REFER TO mE CIVIL PLANS IF APPLICABLE.
3. SUBGRAOE EXCAVATION: CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING AND IMPORTED
LIMEROCK AND LIMEROCK SUB-BASE FROM ALL LANDSCAPE PLANTING AREAS TO A MINIMUM DEPTH OF
as·. CONTRACTOR IS RESPONSIBLE TO BACKFILL THESE PLANTING AREAS TO ROUGH FINISHED GRADE
WITH CLEAN TOPSOIL FROM AN ON-SITE SOURCE OR AN IMPORTED SOURCE. IF LIMEROCK OR OTHER
ADVERSE CONDmONS OCCUR IN PLANTED AREAS AFTER as· DEEP EXCAVATION BY THE CONTRACTOR,
AND POSITIVE DRAINAGE CAN NOT BE ACHIEVED, CONTRACTOR SHALL UTILIZE PLANTING DETAIL THAT
ADDRESSES POOR DRAINAGE
4 . FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH All REQUIREMENTS AS HEREIN SPECIFIED AND
REQUIRED. INSPECT AND SELECT PLANT MATERIALS BEFORE PLANTS ARE DUG AT NURSERY OR
GROWING SITE.
5. GENERAL: COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS GOVERNING
LANDSCAPE MATERIALS AND WORK CONFORM TO ACCEPTED HORTICULTURAL PRACTICES AS USED IN
THE TRADE. UPON ARRIVAL AT THE SITE, PLANTS SHALL BE THOROUGHLY WATERED AND PROPERLY
MAINTAINED UNTIL PLANTED. PLANTS STORED ON·SITE SHALL NOT REMAIN UNPLANTED OR
APPROPRIATELY HEALED IN FORA PERIOD EXCEEDING TWENTY-FOUR (24) HOURS. AT ALL TIMES
WORKMANLIKE METHODS CUSTOMARY IN GOOD HORTICULTURAL PRACTICES SHALL BE EXERCISED.
S. THE WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. COORDINATE
PLANTING WITH IRRIGATION WORK TO ASSURE AVAILABILITY OF WATER AND PROPER LOCATION OF
IRRIGATION APPURTENANCES AND PLANTS.
7. FINE GRADING UNDER THIS CONTRACT SHALL CONSIST OF FINAL FINISHED GRADING OF LAWN AND
PLANTING AREAS THAT H AVE BEEN ROUGH GRADED BY OTHERS. BERMJNG AS SHOWN ON THE DRAWINGS
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED.
8. THE CONTRACTOR SHALL FINE GRADE THE LAWN AND PLANTING AREAS TO BRING THE ROUGH GRADE UP
TO FINAL FINISHED GRADE ALLOWING FOR THICKNESS OF SOD AND/OR MULCH DEPTH. THIS CONTRACTOR
SHALL FINE GRADE BY HAND AND/OR WITH ALL EQUIPMENT NECESSARY INCLUDING A GRADING TRACTOR
WITH FRONT-END LOADER FOR TRANSPORTING SOIL WITHIN THE SITE.
PLANTING PROCEDURE NOTES CONTINUED
12.SOIL MIXTURE SHALL BE AS SPECIFIED UNDER PLANT SPECIFICATIONS.
1J. TREES A ND SHRUBS SHALL BE SET STRAIGHT AT AN ELEVATION THAT, AFTER SETTI.EM ENT, THE PLANT
CROWN WILL STANO ONE (1) TO TWO (2) INCHES ABOVE GRADE. EACH PLANT SHALL BE SET IN THE
CENTER OF THE PIT. PLANTING SOIL MIXTURE SHALL BE BACK FILLED, THOROUGHLY TAMPED AROUND
THE BALL, AND SETILED BYWATER (AFTER TAMPING).
14.AMEND PINE AND OAK PLANT PITS WITH ECTOMYCORRHIZAL SOIL APPLICATION PER MANUFACTUR-ER'S
RECOMMENDATION. ALL OTHER PLANT PITS SHALL BE AMENDED WITH ENDOMYCORRHIZAL SOIL
APPLICATION PER MANUFACTURER'S RECOMMENDATION. SUBMIT PRODUCT IN FORMATION PRIOR TO
INOCULATION FOR APPROVAL
15.FILL HOLE WITH SOIL M IXTURE, MAKING CERTAIN ALL SOIL IS SATURATED. TO DO THIS, FILL HOLE WITH
WATER AND ALLOW TO SOAK MINIMUM lWENTY (20) MINUTES, STIRRING IF NECESSARY TO GET SOIL
THOROUGHLY WET. PACK LIGHTLY WITH FEET. ADD MORE WET SOIL M IXTURE. DO NOT COVER TOP OF
BALL WITH SOIL MIXTURE, ONLY WITH MULCH. All BURlAP, ROPE, WIRES, BASKETS, ETC., SHALL BE
REMOVED FROM THE SIDES AND TOPS OF BALLS, BUT NO BURLAP SHALL BE PUlLED FROM UNDERNEATH.
1S. TREES SHAll. BE PRUNED, AT THE D IRECTION OF me OWNER OR OWNER'S REPRESENTATIVE, TO
PRESERVE THE NATURAL CHARACTER OF THE PLANT. ALL SOFT WOOD OR SUCKER GROWTH AND ALL
BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN CUT. ALL PRUNING TO BE
PERFORMED BY LICENSED ARBORIST, IN ACCORDANCE WITH ANSI A-JOO.
17.SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE WITH THE D RAWINGS
AND AS INDICATED ON THE PLANT LIST. CULTIVATE ALL PLANTING AREAS TO A MINIMUM DEPTH OF s•,
REMOVE AND DISPOSE ALL DEBRIS. MIX TOP 4• WITH THE PLANTING SOIL MIXTURE AND THOROUGHLY
WATER All PLANTS AFTER INSTALLATION.
18. TREE GUYING AND BRACING SHAll BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE W ITH THE
PLANS TO INSURE STABILITY AND MAINTAIN TREES IN AN UPRIGHT POSITION. IF THE CONTRACTOR AND
OWNER DECIDE TO WAIVE THE TREE GuYING AND BRACING, THE OWNER SHALL NOTIFY THE PROJECT
LANDSCAPE ARCHrTECT IN WRITING AND AGREE TO INDEMNIFY AND HOLD HARMLESS THE PROJECT
LANDSCAPE ARCHilECT IN THE EVENT UNSUPPORTED TREES PLANTED UNDER THIS CONTRACT FALL AND
DAMAGE PERSON OR PROPERTY.
19.PROV1DE A THREE INCH (MINIMUM) LAYER OF SPECIFIED MULCH OVER THE ENTI.RE AREA OF EACH SHRUB
BED, GROUND COVER, VINE BED, AND TREE PrT PLANTED UNDER THIS CONTRACT.
20.All. PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF WORK. IF
DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE, "ROUND-UP" SHALL BE APPLIED FOR WEED
CONTROL BY QUALIFIED PERSONNEL TO ALL PLANTING AREAS IN SPOT APPLICATIONS PER
MANUFACTURER'S PRECAUTIONS AND SPECIFICATIONS. PRIOR TO FINAL INSPECTION, TREAT ALL
PLANTING BEDS WITH AN APPROVED PRE-EMERGENT HERBICIDE AT AN APPLICATION RATE
RECOMMENDED BY THE MANUFACTURER (AS ALLOWED BY JURISDICTIONAL AUTHORITY).
21.All. AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS,
AND THE GROUND BROUGHT TO AN EVEN GRADE. THE ENTIRE SURFACE SHAll BE ROLLED WITH A
ROLLER WEIGH ING NOT MORE THAN ONE-HUNDRED {100) POUNDS PER FOOT OF WIDTH DURING THE
ROLLING, ALL DEPRESSIONS CAUSED BY SETILEMENT SHALL BE FILLED WITH ADDITIONAL SOIL, AND THE
SURFACE SHALL BE REGRADED AND ROLLED UNTIL PRESENTING A SMOOm AND EVEN FINISH TO THE
REQUIRED GRADE. PREPARE LOOSE BED FOUR (4) INCHES DEEP. HAND RAKE UNTIL ALL BUM PS AND
DEPRESSIONS ARE REMOVED. WET PREPARED AREA THOROUGHLY. .
22.mE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE
DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE.
2a.SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA SOD
SHAll BE LAID UNIFORMLY AGAINST THE EDGES OF All CURBS AND OTHER HARDSCAPE ElEMENTS,
PAVED AND PLANTED AREAS. IMMEDIA lEL Y FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BE ROLLED
WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES, AND THEN THOROUGHLY IRRIGATED. IF,
IN THE OPINION OF THE OWNER, TOP~DRESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS
BETWEEN THE SOD PANB.S AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND, AS
APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD OVER THE
ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERnUZE INSTALLED SOD AS ALLOWED
BY PROPERTY'S JURISDICTIONAL AUTHORITY.
24.DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL
AT All TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS
TO THE SUN. All SOD SHAll BE STACKED SO AS NOT TO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT
AND MOISTURE.
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9. ALL PlANTING AREAS SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TO m
SURFACE/SUBSURFACE STORM DRAIN SYSTEMS. AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY ~ it
FROM THE BUILDINGS. REFER TO CIVIL ENGINEER'S PLANS FOR FINAL GRADES, IF APPLICABLE. ~-DO:: "'z-
10.ALL PLANTING PITS SHAU BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WITH THE USA STANDARD • .., 0 <( W
FOR NURSERY STOCK 260.1, UNLESS SHOWN Oll-IERWISE ON THE DRAWINGS, AND BACK FILLED WITH THE 'W z > ~
PREPARED PLANTING SOIL MIXTURE AS SPECIFIED IN THE PLANT SPECIFICATION NOTES. lEST ALL TREE UJ W W q:
4. SOIL MIXTURE (PLANTING MEDIUM PLANTING MIX TOPSOIL MOO ~l~~~C~~~ ~~~~tF~~~~TT~~~~~~~~~~~c~~;:.~R~~LATION IS AVAJLAB~F~t~TS a: 5 (!)
on .. U OYnODO OP04~TO~r.uon .. ou onD PO .>rrPOTOOO" '<>NS~~'QPA~~~~~NI ~----~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~----~~----~==~~~==~~~~~~~~~~~~~~~~~~~~ril•r~iF-ti~~~-UJt====~~==~---
PARf SAND, AS DESCRIBED BELOW. ~:t.'o~ p~~~~~~~~~~~~~~~~~NE~~~~~E~~~ ~~ ~~~~~'i.~: ~~~l W<(' I! Cl) CO L'5
B. TOPSOIL FOR USE IN PREPARING SOIL MIXTURE FOR BACKFILLING PLANT PrTS SHALL BE FERTILE, ~~~~~6=~ ~=~:~=~~~~R:g~~U~I~~~S~~NDESL;~~~~~~-PP~~~NRG•JETTING ~z· ~ ~
FRIABLE, AND OF A LOAMY CHARACTER; REASONABLY FREE OF SUBSOIL, ClAY LUMPS, BRUSH WEEDS IN" SHAll BE ASSURED TO ELIMINATE AIR POCKETS AROUND THE ROOTS. •JET STICK" OR EQUAL IS I <( aC'j rf:
~~~~~~~~~~~~,f~~~~·:~E~R=~=~~O~~~~~~)~DF?:~~ RECOMMENDED. u Ill~ u..
PERCENT DECOMPOSED ORGANIC MATTER AND A PH BETWEEN 5.5 AND 7,0 ·SUBMIT SAMPLE AND PH 11. TAKE All NECESSARY PRECAUnONS TO AVOID DAMAGE TO BUILDINGS AND BUILDING STRUCTURES m Cl) e
TESTING RESULTS FOR APPROVAL WHILE INSTALLING TREES. <( :::I !:::::
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0
DATE
04/26/2013
PROJECT NUMBER
CSG13-{)2CPB
SH EET N UMBER
L-04
IRRIGA 110N LEGEND
RAIN BIRD IBD6 SERIES SPRINKLERS WITH RAIN BIRD
MPR SPRAY NOZZLES UNLESS NOl£0 OTHERWISE
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12-F
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10-H
10-F
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1SEST
15SST
15CST
3D ' TRAJECTORY
30' TRAJECTORY
30' TRAJECTORY
30' TRAJECTORY
30' TRAJEC TORY
30' TRAJECTORY
30' TRAJECTORY
3D' TRAJECTORY
30' TRAJECTORY
30' TRAJEC TORY
15' TRAJECTORY
15' TRAJECTORY
15' TRAJECTORY
15' TRAJECTORY
10' TRAJECTORY
10' TRAJECTORY
RAIN BIRD 1400 SERIES PC BUBBLER
TECHUNE SUPPLY POINT OF CONNECTION 'A'
TECHUNE SUPPLY POINT OF CONNECTION 'B"
HUNTER PGA SERIES ELECTRIC CONTROL VALVE, ALL DRIP ZONES
TO BE EQUIPPED WITH A HUNTER ACCU-SYNC PRESSURE REGULATING
MODULE IF SYSTIEM PRESSURE EXCEEDS 55 PSI.
HUNTER PRO-C SERIES CONTROLLER, MODEL PC -12001
HUNTER MINI-CUK RAIN SENSOR
CL 200 PVC MAINUNE, SOLVEN T WELD
CL 200 PVC LATERAL UNE, SO LVEN T WELD
NETAF!M TECHUNE. TlDL9-1210
SCHEDULE 40 PVC SLEEVE
I 1/2" BAO<FlOW PREVnlTER INSTAl..l.EO
PER LOCAL COOE.
IRRIGA TlON NOTES
1) THE HEAD LAYOUT HAS BEEN DESIGNED TO PR0'10E 1007. B) ~ci;tg~~T~~~~:~~:~~R~~t ~~~o~rt5J~~o ON COVERAGE. ANY CHANGES MADE IN TH E HEAD LAYOUT QUE
TO FJELD CONDITIONS SHALL BE IN ACCORDANCE WITH THESE THE "AS-BUILr DRAWINGS. THE DEPTH BELOW FlNISH GRADE
STANDARDS. TO TH E NEAREST FOOT OF EACH END OF EACH SLEEVE SHALL
BE NOTED AT EACH SLEEVE LOCATION ON THE "AS-BU ILr
2) SET SPRAY HEADS 3" AND ROTORS 6" IN FROM BACK OF CURB DRAWINGS. ALL SLEEVES ON PLAN FOR WALL PENETRATIONS
OR 12" IF PAVEMENT HAS NO CURB. AND UNDER SIDEWALKS SHALL BE SIZED TWO PIPE SIZES
GREATER TliAN PIPE IT CARRIES.
3) VERIFY LOCATIONS OF ALL UNDERGROUND UTIUTIES PR IOR TO 9) ALL UN~ZED PIPE SHALL BE 3/4" UNLESS OTHERWISE NOTED. INSTALLATION OF IRRIGATION SYSTEM. MAINUNE SHALL NOT
BE LOCATED WllliOUT PRIOR APPROVAL OF THE PROJECT 10) ALL VALVES SHALL BE INSTALLED IN A CARSON PLASTIC MANAGER AND TliE LANDSCAPE ARCHITECT. ALL UTIUTIES AND
STR UCTURES MAY NOT BE SHOWN ON TH ESE PLANS-CONTRACTOR VALVE BOX WITH LOCKING UD.
SHALL VERIFY TH~R LOCATION. 11) IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL
4) ALL PRESSURE MAINUNES UNDER ASPHALT PAVEMENT SHALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMEN T OF
BE PLACED WITHIN SLEEVES AS NOTED. WHERE ELECTR IC VA LVE HIS OPERATIONS ON -SITE. COPIES OF TliE PERMITS SHALL BE
CONTROL UNES PASS THROUGH A SLEEVE WI TH OTH ER MAIN OR SENT TO TliE OWNER/GENERAL CONTRACTOR. WORK IN THE
~= ~~~~u:i'EY SHALL BE CONTAJNED WITHIN A SEPARATE,
R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIF!CATIONS
OF LOCAL AND/OR STATE HIGHWAY JURISDICTI ON.
5) MA INUNE AND VALVES ARE SHOWN IN SCHEMA TI C FORM. 12) VERIFY CONTROLLER AND METER LOCATION AT PROJECT SITE WITH
LOCATE AS NOTED ON PLANS. OWNER.
6) LOCATE ALL VALVES A MINIMUM OF 12" FROM BACK OF 13) ELECTRIC SER'1CE TO THE IRRIGATION CONTROLLER SHALL BE
CURB OR EDGE OF PAVEMENT, UNLESS NDl£0 OTHERWISE. PR0'1DED BY THE GENERAL CONTRAC TOR.
7) INSTALLATION OF WORK SHALL BE COORDINATED Willi OTHER 14) ALL 24 VAC WIRING SHALL BE OF DIRECT BURIAL COPPER WIRE
CONTRACTORS IN SUCH A MANNER AS TO ALLOW FOR A SPEEDY AS FOLLOWS:
_l:l_lh0Rilf!_~21£l!G~-1'16 ---~ ----cOMMON Y~R c=-#14-1 WHITE ----------~-
20' 40'
CALL 4B HOURS BEFORE~
YOU DIG ... ITS THE LA WI 1
Know what's below. '-·
Call before you dig. .
S\..HSiilNE STATE Cli':E. CAlL OF R.OR10A.INC.
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DATE
04/26/2013
PROJECT NU MBER
CSG13-02CPB
SHEET NU MBER
IR -01
NOTE: RAJN BIRO 1806 SPRINKLERS TO BE INSTALLED
UNL!SS NOTED OTHER\1\SE.
J.IPR NOZZI..ES
(SIZE PER PLAN)
<W STREET ElBOW
til/2" FLEX PIPE
LATERAL TEE
rLA'-"TER"""AI.'-'~:!!P:c_E -----' h~-----------L~_J
RAN BID 1806 ~KL.ER
HIS
CONrnm Cl.JRB
/
RAIN BIRD PRESSURE CO~PDISATING FLOOD BUBBLER
MODEL 1~1 OR 1«12 BUBBLER INSTALlED ON LOW
VOLUME ZONE. LANDSCAPE AAOiiTECT TU OffiRMINE
BUBBtfR FlOW RATE BASED 00 TREE S?EOES.
NOZZlE TO BE t.IOUNTED ON RAJN BIRD PA-85
SHRUB ADAPTER
FlNISH GRADE
RAN BR:l 1400 SERIES BU8Bl£R
NIS
FRON T
SECTION/E LE VATION
CD HUNTER PRD-C SERIES
loiDOEI.. PC-12001
WAll. IAOUN T
IRRIGATION CONTRCU£R
ANCHOR SECURELY TO WAll.
0 1/2" CONDUIT FOR El...£CTRICAI..
POWER CONDUCTORS PER
LOCAl AND NA 110NAL
COOES
0 2" COODUI T FOR
ROIOTE CONlROl VAlVES
AND SENSOR ~RES
S:WJRE TO WALL W.TH
APPROPRIATE PIPE
CL<I.IPS
0 FINISHED SURfAQ:
RIGHT-SIDE
SEC TION/ELEVATION
HUNlER PRO-C SERIES CONTROI..LER
NIS
NOTE:
CONTROLLER SCHEDULE
ZONE NO. GP" VAI..\1: SIZE l'IPE
21.3 ,. D~P
17.7 ,. SPRAY
24.2 1 1/2" DRIP
19.0 ,. DRIP
21.0 ,. SPRAY
2aa 1 1/2" DRIP
227 ,. D~P
18.5 ,. SPRAY
9 10.6 ,. D~P
10 19.1 ,. DmP
II 23.7 ,. omP
12 SPARE
ZONE NUMBER
ViJ..VE 92E~ CAWJNS PER '"NUTE
'M-tERE APPUC.'.BI.£1
/
ROADWAY/SIDEWALK BASE
PARKING ISlAND OR PARKING lst..AND OR
ROAD SIDE EDGE ROAD SIDE EDC£
~ ~ ~.::.~·=·~·:·;·.~··~.;.·. ·~ .... ··" ... ~----
1. TECHU NE TUBING TO BE ROUTED IN THE PLANT
MATERIAL BED \\'lTH AT MAXIMUM LATERAL SPACING
Of 12 INCHES.
2. TECHUN E TUBING TO BE INST Au.ED IN A GRID
PATTERN. TECHUNE nJBING SHALL NOT BE
INSTALLED IN A LONG CONTINUOUS RUN.
,-----------
1
I
I
PERII.IElER LATERALS/C TECH UNE nJBING LOOP, -4" TO 6" FROU EDGE MAXJt.lUM UNEAR FOOTAGE OF
All lUBING SHALL NOT EXCEED
300 UNEAR FEET.
AREA PERII.IETER ------------,
I
2' MIN I ~Uiol DISTANCE
SOiEOUI.£ 40 PVC SI..E£VE
SEE PLAN FOR SI..£EVE. SIZE wrno ~~
2' I.UNII.I\JU DISTANCE
SLEEVE DETAIL
NIS
TRENCHING DETAl.
NIS
AREA PERIMETER
UNE FLUSHING
PVC BALL VAl\1: ~~I I
TtCliUN E TUBING TO BE BURIED A
M!NJMUI.I OF 3" BELOW PlANT MULCli.
NETAFlM TECH UNE r MODEL TLDL9-1210
NETAFIM 'v' 2-WAY INSERT,
MODEL Tl.2W075MA. 3/-4"' 1.4PT
3/ 4" PVC TEE ' NOT TO EXCEED 5 GPM
'------
OR (300 Lf 1ECHUNE)
WHEN TECHUNE REQUIRES MUL 11PL£
SUPPLY POINTS TI-lE TECHU NE FRO~.!
EACH POINT SHALL BE CONNECTED
UTlUZING TECH UN E FlTTlNGS.
,-----------------
1
I
AlL TECHUNE TUBING AND FITTlN G
CONNECTIONS SHAll BE CLAMPED VtiTH A
CRIMP STEEL BAND OR HOSE CLAMP
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FROM CONTROl VALVE ~J-----<'---,,..U------------------------<l..--,....U_.L> ----:;-NEXT DRIP SUPPLY POINT
CONTRACTOR TO REFER TO IRRIGA llON PLAN FOR 1'.\iERE APPUCABL£
LOCAllON OF CONTROL VALVES THAT UllUZE NOJE,
OOHlRACTOR TO REFER TO IRRIGA1100 PlAN MULTIPLE TECHUNE SUPPLY CONNECTIONS. 1. TECHUNE lUBlNG TO BE ROUTED IN THE PLANT
FOR lECHUNE CONN£CllON PDIHTS. MATERIAL BED WITH AT MAXIMUM LATERAL SPACING OF
MULTIPLE TECHUNE CONNECTION SUPPLIES
FROM SINGLE CONTROL VALVE
NIS
12 INCH ES.
2. TECHUNE TUBING TO BE INSTALlED IN A GRID
PATIERN. TECHUNE TUBING SHAU. NOT BE INSTAu.ED IN
A LONG CONTINUOUS RUN.
FOR EACH SUPPLY POINT
3/--4" PVC LA TERAL
UNE
NET AAM TECHLINE
CONNECTION POINT 'A'
NIS
PLASTIC VAl \1: BOX
W.TH LOCKING COVER
ANISH GRADE
TO SPRINKLERS
OR DRIP TUBING
NOTE:
AU. DRIP ZONE VA LVES TO BE EQUIPPED
WI Tii A HUNlER ACCU-SYNC PRESSURE
REGULA 11NG MODULE IF SYSTEM PRESSURE
EXCEEDS 55 PSI.
1-PJNTERPGV
SERES CONTROL VALVE
NIS
lroiAJN SUPPLY UNE
TECHUNE TIJBING LOOP,
MAXIMUM UNE AR f OOTAGE OF
ALL nJBING SHALL NOT EXCEED
600 LINEAR FEET. 1. TECHUN E TUBING TO BE ROUTED IN TiiE PLAN T
1.4ATERIAI.. BED \\'lTH AT MAXIMUM LAlERAI.. SPACING
OF 12 INCHES.
2. TECHUNE TUBING TO BE IN ST ALL£0 IN A GR ID
PATIERN . TECHUNE nJBING SHALL NOT BE
INS TALLED IN A LONG CONTIN UOUS RUN.
r -----------
1
I
I
-4" TO 6" FROM EDGE
1" PVC TEE WllH /i PER"ETER LATERAI.S
(2) 1" x J/-4" REDUCING
BUSHINGS (S X FP T)
AREA PERII.IETER ---------,
. I
L------------------------~ AREA PERIMETER
ALL TED-IUNE TUBING AND
Fll11NG CONNECTIONS SHALL BE
CLAMP ED 'MlH A CRIMP STEEL
BAND OR HOSE CLAMP
TEOiUNE TUBING TO BE BURIED A
MNIMUM OF 3" aaow PI..ANT MULCH.
NET ARM TECHLINE
CONNECTION POINT 'B'
NIS
• NOT TO EXCEED 9 GPM
OR (600 Lf 1ECHUNE)
FOR EACH SUPPLY POIN T
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PROJECT NUMB ER
CSG13-02CPB
SHEET NUMBER
IR-02
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S1 AREA LUMINAJRE. ZSOW OI'E 250-WATT a..EAR.
MFTR-SL·250 MH, SPILl UGiiT EUM, BT-2a METAL 1-W.IDE
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STATISTICS
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LIGHTI NG SHALL BE DESIGNED AND INST,AJ...LED TO MEET SECTION
78-182 OF THE PALM BEACH GARDENS LAND DEVELOPMENT CODE.
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JOB NO: PROJtcf:
_ag_n .
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t l8G N.E. .Sth S\tHI.
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PHONE; (S54) 71H -4040
(&00) 1411-4041
(954) ?IU-JSJ9 SALES ll. AI>WNISlllATl\IE
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Pre Cast Specialties, Inc.
Precesl e.nd Pr estressed Concrete
APPLICABLE FLORIDA STATUES
AS PERTAINING TO ATM'S
FS 655.962.(1).(8) ·THERE SHALL BE A MIN IMUM OF 2
CANDLEFOOT POWE R VVlTHJN 50 FEET IN ALl
UNOBSTRUCTED DIRECTIONS FROM THE FACE OF
THE AUTOMATED TELLER MACHINE ...
FS 555 .96 5-EXCEPT AS EXPRESSLY PROVIDED, THE
PROVISIONS OF THIS SECTION AND SS. 655.960 -
655.964 SUPERSEDE AND PREEMPT All RULES ,
REGULATION, CODES, OR ORDINANCES OF ANY
CITY, COUNTY, MUNICIPALITY, OR OTHER
POL mCAl SUBDIVISION OF THIS STATE, AND OF
AtN lOCAl AGENCY REGARDING CUSTOMER
SAFElY AT AUT OMATED TELLER MACHIN ES
LOCATED IN TH IS STATE
®DOtlllll.lf'SBILOtl
=A~&la
•:~:. :.t:':~:-,1;",·: ··-~
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE
LOCATION AND/OR ELEVATION OF EXISTING unUTIES AS SHOWN
ON THESE PLANS IS BASED ON DESIGN DRA\o\'INGS, RECORDS OF
THE VARIOUS UTlLITY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. CORESTATES, INC. DOES
NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE
CONTRACTOR MUST CONTACT THE APPROPRiATE UTIUTY
COMPANIES AT lEAST 72 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIELD LOCATI ONS OF unUTIES.
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PA LM BEACH GARDEN, FL
D
PAINT-EPTI
APPLICATION: EXTERIOR MATERIAL
COLOR: MATCH TO SHERWIN WJLUAMS
SW-7045 'lNTalECTUAL GRAY'
SIDE ELEVATION (EAST)
D
PAINT · EPT2
APPLICATION: EIFS
COLOR: TO MATCH SHERWIN WILLIAMS
SW-7036 "ACCESSIBLE BEIGE"
D
PAINT· EPT-4
APP LIC ATION: EIFS
COLOR: TO MATCH SHERWIN WILLIAMS
SW-6108"LA~
FRONT ELEVATION (SOUTH)
REAR ELEVATION (NORTH)
ROOF
APPLICATION: BERRIDGE METAL ROOF
COLOR: ZINC·Gefi'
D
MUUIONS
APPLICATION: EXTERIOR MATERIAL
COLOR: ANNODIZED ALUMINUM
PROPOSED EXTERIOR ELEVATIONS
JUNE 17, 2013
SCALE:~"= 1'-0"
SIDE ELEVATION (WEST)
STONE-STI
APP LICATI ON: SAVANNA STONE
COLOR: LIMESTONE #3
METAl
APPLICATION: AWNING
COLOR: BLUE
T.O.CA~;~
T.O.C.~~
T.O . WINDOW $
1~-8"
T.O. WATERTABLE $
J'-4u
T.O.SLAB$
T.O.ROOF$
26'-61/'1'
T.O.PARAPET
21'·0"
T.O.PARAPET
19'-0"
T.O.PARAPET
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T.O. WINDOW $
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D
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APP LI CATION: SPANDREL
T.O. WATERTASLE $
3'...t"
T.O.SLAB$
0'-0'
3902 CORPOREX PA~~~:~~~ CORE STATES
TAMPA, FL 33619 -a-~• ccarden@core-eng.com IIIIa ___ ._..,
GROUP
CITY OF PALM BEACH GARDENS
LOCAL PLANNING AGENCY
Agenda Cover Memorandum
Meeting Date: August 13, 2013
Petition: CPTA-13-07-000026
Subject/Agenda Item:
CPTA-13-07-000026 City-initiated Comprehensive Plan Text Amendment
Public Hearing & Recommendation to City Council: A City-init iated text amendment
to the Comprehensive Plan , Conservat ion Element, Policy 6.1.4.5 which requires a
minimum 25 % set-aside for native upland plant communit ies, to be amended to provide
for an exemption from this policy for all pub li ca ll y owned lands.
[X] Recommendation to APPROVE
[ ] Recommendation to DENY
Revi~wed by:
~'/;;' t~ ~P l ann i ng &
~t~ li e-1Vl . Crowley , AICP
Development Compliance
Originating Dept.:
P lan n ing & Zoning :
P roject Manage r
t<rl sti n Tetsworth
Principal P lanner
rJ'!.; {_) [ ] Q uasi-Judic ial
Baha reh Wolfs, AICP [X ] Legislative
C ity Attorney
R. Max Lohman , Esq .
[X] Public Heari ng
Advertised:
[X] Required
[ ] No t Required
Paper: Palm Beach
Post
1-A-=-p_p_r-ov_e_d:-:B=-y-:-------J Date: 08/01 /20 1 3
C ity Mana ger
Ro na ld M. Fe rr is
Affected parties:
[X] Not ifi ed
[ ] No t Re qu ired
Finance:
Accou ntant
N/A
Sa rah Varga
Fees Paid : N/A
Funding Source:
[ ] Operatin g
[X] Other N/A
Budget Acct.#:
N/A
Contract/Agreement:
Effect ive Da te :
N/A
Ex pirati o n Da te :
N/A
LPA Action:
[ ] Rec . Approval
[ ] Rec. Approved
w/ Conditions
[ ] Rec. Denial
[ ] Continued
to : __
Attachments:
Draft Ordinance 16,
20 13
EXECUTIVE SUMMARY
Meeting Date: August 13, 2013
CPT A-13-07 -000026
Page 2 of 3
A City-initiated request to amend the City of Palm Beach Gardens Comprehensive Plan,
Conservation Element, Policy 6.1.4.5 which requires a minimum 25% set-aside for
native upland plant communities, to be amended to provide for an exemption from this
policy for all publically owned lands.
Conservation Element
(For purposes of brevity, only those sections proposed to be modified are shown below.
Proposed language is underlined and language to be delete is stricken. [Staff
comments below are shown in bold].)
Policy 6.1.4.5.: To ensure protection of environmentally sensitive areas and listed
species, the City shall implement the following criteria either in combination or singly for
any proposed alteration of lands designated as environmentally significant pursuant
Comprehensive Plan policy 6.1.4.3.
6. All publically owned lands are exempt from this policy.
********************************************
DATA AND ANALYSIS
In the Conservation Element of the Comprehensive Plan for the City of Palm Beach
Gardens, Goal 6.1.1 establishes that natural resources in the City shall be preserved,
managed or restored to ensure their sustainability, high quality and critical value as an
enhancement to the quality of life in the City.
When development applications or proposals are submitted to the City for review
through the DRC process, Policy 6.1.4.3 of the Comprehensive Plan cites the list of
environmentally sensitive lands which are to be included in natural areas that may be
within the project boundaries. Policy 6.1.4.5(3) stipulates the criteria for a minimum of
25-percent of the total native upland habitat of plant communities on site to be set aside.
Currently, there are no exemptions or waivers specifically applying to publically owned
lands to allow for the City Council to reduce or lessen any of these requirements in the
Comprehensive Plan. Conversely, the private development community has other
options including off-site dedications of lands to be preserved, or a fee-in-lieu of land,
that may be considered by City Council.
Meeting Date: August 13, 2013
CPTA-13-07 -000026
Page 3 of 3
A review of the Land Development Regulations for the City of Palm Beach Gardens
reveals multiple references and citations for the application and implementation of the
goals, objectives and policies within the Comprehensive Plan. However, while the
preserve area requirement cannot specifically be waived and or publicly held lands are
not exempt, there may be other options available that will allow for compliance with the
Code and still meet or exceed this standard of development.
Generally, Section 78-250 stipulates the criteria for the lands to be included in the
preserve area, such as size, types of habitats, minimum dimensions and the like.
Throughout this Section of the LOR's, final authority is vested with the City Council to
provide some flexibility in the application of these requirements. For example, Section
78-250(a)(1)(d) allows the City Council to determine if any variations are needed to
adjust the area boundaries, or size of the area to be preserved. In addition, Paragraph
(3)(c) clearly permits the City Council to consider an alternative form of mitigation when
the proposed preserve area will be ten (1 0) acres or less and cannot be interconnected
with other preserves which would result in an overall total greater than ten (1 0) acres.
Therefore, this option can be applied to any civic sites that are a maximum of forty (40)
acres, and it would be determined that the site was in compliance. However, on a larger
scale, this proposed text amendment to the Conservation Element will provide the City
Council the authority to have the option to exempt all publically owned lands from the
requirement for the 25-percent set aside.
Staff has determined that neither the Comprehensive Plan nor the Land Development
Regulations allow for any waivers from these requirements for the preservation of native
upland habitats. Further, this proposed text amendment will provide for some flexibility
for the City Council to maintain authority and allow for determinations to be made on a
case-by-case basis which enables publicly owned lands to be developed in compliance
with the LOR's. This would be in keeping with the spirit and intent of the Comprehensive
Plan and vision for the quality of life within the City.
*****
NEARBY LOCAL GOVERNMENT COMMENTS/OBJECTIONS:
On July 22, 2013, the Palm Beach County Intergovernmental Plan Amendment Review
Committee (IPARC) was notified of the proposed amendment. No objections have been
received to date.
STAFF RECOMMENDATION
Staff recommends APPROVAL of Petition CPTA-13-07-000026.
Ordinance 16,2013
1 ORDINANCE 16, 2013
2
3
4 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF PALM
5 BEACH GARDENS, FLORIDA ADOPTING A TEXT AMENDMENT
6 TO ITS COMPREHENSIVE LAND USE PLAN IN ACCORDANCE
7 WITH THE MANDATES SET FORTH IN CHAPTER 163, FLORIDA
8 STATUTES, SPECIFICALLY SECTION 163.3184, ET SEQ.,
9 FLORIDA STATUTES, PURSUANT TO A CITY-INITIATED
10 AMENDMENT TO THE CONSERVATION ELEMENT POLICY 6.1.4.5
11 TO PROVIDE AN EXEMPTION FOR ALL PUBLICALL Y OWNED
12 LANDS; PROVIDING FOR COMPLIANCE WITH ALL
13 REQUIREMENTS OF CHAPTER 163, FLORIDA STATUTES;
14 PROVIDING FOR TRANSMITTAL TO THE FLORIDA DEPARTMENT
15 OF ECONOMIC OPPORTUNITY (DEO); PROVIDING A CONFLICTS
16 CLAUSE, A SEVERABILITY CLAUSE, AND AUTHORITY TO
17 CODIFY; PROVIDING AN EFFECTIVE DATE; AND FOR OTHER
18 PURPOSES.
19
20 WHEREAS, the City Council has initiated a text amendment to the
21 Comprehensive Land Use Plan of the City of Palm Beach Gardens, as more specifically
22 described in Exhibit "A", attached hereto and incorporated herein; and
23
24 WHEREAS, on August 13, 2013, the Planning, Zoning, and Appeals Board,
25 sitting as the duly constituted Local Planning Agency for the City, recommended
26 approval of a text amendment to the Comprehensive Plan of the City; and
27
28 WHEREAS·, the City Council finds that the subject amendment is consistent with
29 the City's Comprehensive Plan and that the subject amendment is consistent with
30 Sections 163.3184, Florida Statutes; and
31
32 WHEREAS, the City Council acknowledges that this amendment is subject to the
33 provisions of Sections 163.3184, Florida Statutes, and that the City shall maintain
34 compliance with all provisions thereof; and
35
36 WHEREAS, the City has received public input and participation through public
37 hearings before the Local Planning Agency and the City Council in accordance with
38 Section 163.3181, Florida Statutes; and
39
40 WHEREAS, the City Council deems approval of this Ordinance to be in the best
41 interests of the health, safety, and welfare of the residents and citizens of the City of
42 Palm Beach Gardens and the public at large.
43
44 NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY
45 OF PALM BEACH GARDENS, FLORIDA that:
46
Page 1 of 4
Ordinance 16 , 2013
1 SECTION 1. The foregoing recitals are hereby affirmed and ratified.
2
3 SECTION 2. The C ity's Comprehensive Plan is hereby amended, as set forth in
4 accordance with Exhibit "A" and Exhibit "B", attached and incorporated herein.
5
6 SECTION 3. All ordinances or parts of ordinances in conflict be and the same are
7 hereby repealed.
8
9 SECTION 4. Should any section or provision of this Ordinance or any portion
10 thereof, any paragraph, sentence, or word be declared by a court of competent jurisdiction
11 to be invalid, such decision shall not affect the validity of the remainder of this Ordinance.
12
13 SECTION 5. The City's Director of Planning and Zoning is hereby directed to
14 transmit the proposed Comprehensive Plan Amendment to the Department of Economic
15 Opportunity of the State of Florida and other appropriate public agencies, and upon
16 adoption of this Ordinance is further directed to ensure that this Ordinance and all other
17 necessary documents are forwarded to the Florida Department of Economic Opportunity
18 (DEO) and other agencies in accordance with Section 163.3184, Florida Statutes.
19
20 SECTION 6. The effective date of this plan amendment shall be 31 days after
21 adoption in accordance with Section 163.3184, Florida Statutes, whichever is
22 applicable. No development orders, development permits, or land uses dependent on
23 this amendment may be issued before it has become effective.
24
25
26
27
28
29
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31
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O rd in ance 16, 2013
PASSED this __ day of ______ , 2013, upon first reading.
PASSED AND ADOPTED this __ day of ______ , 2013, upon second
and final reading.
CITY OF PALM BEACH GARDENS
BY: --------------Robert G. Premuroso, Mayor
Eric Jablin, Vice-Mayor
Joseph R. Russo, Councilmember
Marcie Tinsley, Councilmember
ATTEST:
BY: -------------
Patricia Snider, CMC, City Clerk
APPROVED AS TO FORM AND
LEGAL SUFFICIENCY
BY: ---------------R. Max Lohman, City Attorney
FOR AGAINST ABSENT
Ordinance 16 , 2013
EXHIBIT "A"
Conservation Element
(For purposes of brevity, only those sections proposed to be modified are shown below.
Proposed language is underlined and language to be deleted is stricken. [Staff
comments below are shown in bold].)
******
Policy 6.1.4.5.: To ensure protection of environmentally sensitive areas and listed
species, the City shall implement the following criteria either in combination or singly for
any proposed alteration of lands designated as environmentally significant pursuant
Comprehensive Plan policy 6.1.4.3.
6. All publically owned lands are exempt from this policy.
CONSERVATION ELEMENT
Definitions:
LISTED SPECIES -Those species designated as endangered, threatened, or of special concern
PROTECTED -Refers to official federal, state, or internationally treaty lists which provide legal
protection for rare and endangered species
THREATENED SPECIES -Species that are likely to become endangered in the state within the
foreseeable future if current trends continue. This category includes: (1) species in which most or
all populations are decreasing because of over-exploitation, habitat loss, or other factors; (2)
species whose populations have already been heavily depleted by deleterious conditions and
which, while not actually endangered, are nevertheless in a critical state; and (3) species which
may still be relatively abundant but are being subjected to serious adverse pressures throughout
their range.
ECOSYSTEM -An assemblage of living organisms (plants, animals, microorganisms, etc.) and
nonliving components (soils, water, air, etc.) that function as a dynamic whole through organized
energy flows.
ENDANGERED, THREATENED, AND SPECIES OF SPECIAL CONCERN (refetTed to as
listed species)-Plant and animal species listed as endangered, tlu·eatened, or of special concern
by one or more of the following agencies:
1. U.S. Fish and Wildlife Service
2 . Florida Game and Fresh Water Fish Commission
3. Florida Committee on Rare and Endangered Plants and Animals
4 . Florida Department of Agriculture
5. Treasure Coast Regional Planning Council
Goals, Objectives and Policies
GOAL 6.1.: PRESERVE, MANAGE, OR RESTORE THE NATURAL RESOURCES IN
THE CITY TO ENSURE THEIR SUSTAINABILITY, HIGH QUALITY, AND
CRITICAL VALUE TO THE QUALITY OF LIFE IN THE CITY OF PALM BEACH
GARDENS.
Objective 6.1.1.: Maintain development regulations to manage surface and sub-surface
water resources in a manner which ensures their viability as natural habitats and utility for
recreational and potable water uses. Furthermore, the regulations shall protect and
maintain the quality and quantity of waters that flow into estuarine waters in the City.
CONSERVATION 6-1
Policy 6.1.1.1.: The City shall continue to maintain drainage regulations to ensure best
management practices are required.
Policy 6.1.1.2.: The City shall continue to maintain land development regulations to ensure that:
a. Site plans for new development identify the location and extent of wetlands located on
the property;
b. Site plans provide measures to assure that normal flows and quality of water will be
provided to maintain wetlands after development;
c. Where alteration of wetlands is necessary in order to allow reasonable use of property,
either the restoration of disturbed wetlands will be provided or additional wetlands will
be created to mitigate any wetland destruction;
d. Land alteration or development within the Loxahatchee Slough restoration area ( ecosite) ·
or the adjacent lands within the Loxahatchee watershed are consistent with South Florida
Water Management District (SFWMD) policies for water quality and quantity and
SFWMD plans for modifying the hydroperiod and water levels in the area;
e. Proposed developments comply with the Wellfield Protection Program adopted by the
county; and
f. Site plans identify floodplain areas and incorporate appropriate flood mitigating measures
that comply with regulations promulgated by the Federal Emergency Management
Agency Flood Insurance Program.
Policy 6.1.1.3.: The City shall require the review of all proposed wetlands development with the
Florida Department of Environmental Protection (PEP), SFWMD, Treasure Coast Regional
Planning Council (TCRPC), and the U.S. Army Corps of Engineers to ensure compliance with
dredge and fill pe1mitting processes.
Policy 6.1.1.4.: Through the continued implementation of land development regulations, the City
shall ensure that new developments and redevelopments are designed in such a mmmer as to
minimize the impact of such developments on the quality of surface and ground water resources,
and to further ensure that new developments and redevelopments do not exceed the capacity
levels for potable water and/or sanitary sewer services.
Policy 6.1.1.5.: The City shall continue to encourage the placement of a salinity dam in the tidal
ditches along RCA Boulevard to prevent salt water intrusion into the shallow aquifer.
Policy 6.1.1.6.: The City shall continue to maintain land development regulations to ensure such
regulations are consistent with and implement the county Wellfield Protection Program.
CONSERVATION 6-2
Policy 6.1.1.7.: By implementing the provisions of the county Wellfield Protection Ordinance,
the City shall continue to ensure that no new uses are established within the zones of influence of
existing or proposed wellfields that could adversely affect the quality of water resources in the
water recharge area. The City shall also ensure that new potable water wells and wellfields are
located in areas where no regulated materials (e.g. hazardous or toxic materials) are used,
handled, stored or produced within the projected zones of influence of such wells or wellfields.
Policy 6.1.1.8.: The City shall cooperate with the SFWMD and Palm Beach County in their
efforts in restoring and maintaining the Loxahatchee Slough and managing the Loxahatchee
Slough Sanctuary. The City, in conjunction with the SFWMD and Palm Beach County, shall
review any development adjacent to the Sanctuary for possible adverse impact on the Sanctuary
during the development approval process.
Policy 6.1.1.9.: The City shall actively participate in the formulation and implementation of
water supply conservation programs developed by Seacoast Utility Authority considering the
SFWMD's Lower East Coast Regional Water Supply Plan.
Policy 6.1.1.10.: The City shall coordinate with Seacoast Utility Authority to implement potable
water conservation programs established as pmi of its 10-Year Water Supply Facilities Work
Plan and Consumptive Use Permit.
Policy 6.1.1.11.: The City shall cooperate with Seacoast Utility Authority in the development
and imp lementation of water reuse programs, to the extent that they may apply to Palm Beach
Gardens.
Objective 6.1.2.: Monitor and enforce provisions for monitoring and regulating water use
in order to prolong freshwater availability pursuant to land development regulations, in
conjunction with Seacoast Utility Authority, North Palm Beach County Improvement
District (NPBCID), and the SFWMD.
Policy 6.1.2.1.: The City shall provide technical assistance to and cooperate with the SFWMD in
preparing and adopting an emergency water management conservation plan.
Policy 6.1.2.2.: The City shall continue to maintain land deve lopment regu lations which require
water conservation strategies which are consistent with programs promulgated by the Seacoast
Utility Authority, NPBCID, and SFWMD, and other viable programs such as:
a. Wastewater reuse for irrigation if economically feasible;
b. Separate metering for irrigation with potable water;
c. A reduction in use of potable water for irrigation; and
CONSERVATION 6-3
d. A more efficient operation of inigation systems including the incorporation of such
devices as soil water tensiometers and xeric landscaping where appropriate.
Policy 6.1.2.3.: The City shall cooperate with the SFW"MD in developing and implementing
programs for the further education ofthe public regarding various methods of water conservation
at the household and small business level.
Objective 6.1.3.: Maintain land development regulations to ensure the control of soil
erosion.
Policy 6.1.3.1.: The City shall continue to maintain land development regulations which
implement Palm Beach County Soil and Water Conservation District Best Management Practices
on development activities and land clearing.
Policy 6.1.3.2.: All commercial mining practices shall be prohibited throughout the incorporated
area of the City.
Objective 6.1.4.: Maintain land development regulations to ensure that all ecological
communities, wildlife, and marine life, especially endangered and rare species, are
identified, managed, and protected.
Policy 6.1.4.1.: The City's land development regulations will continue to ensure that:
a. All endangered and threatened plant, animal and marine populations are protected;
b. Habitat of critical value to regional populations of endangered and threatened species is
preserved;
c. Nuisance and invasive exotic vegetation (i.e. Brazilian Pepper and Melaleuca) is removed
by the developer at the time of development or redevelopment of a site; and
d. Removal of native vegetation is minimized in the land development process; and, where
it is economically feasible, removed material is relocated on site.
e. Environmental Assessments are provided for any land development/alteration proposal or
properties containing environmentally sensitive lands.
Policy 6.1.4.2.: Development orders and pennits for development and redevelopment activities
shall be issued only if the protection and conservation of wildlife, marine life and natural systems
are ensured consistent with the goals, objectives, and policies of this Comprehensive Plan.
Policy 6.1.4.3.: The City shall maintain land development regulations containing specific
standards and guidelines for the protection of enviromnentally sensitive lands containing one or
more of the following:
CONSERVATION 6-4
a. Native habitats designated as environmentally significant if they are actively used by or
likely to suppmi or contain U.S.-listed endangered, or threatened species and/or state
listed endangered or threatened species, or species of special concern;
b. A rare and unique upland community such as coastal scrub;
c. Functioning and jurisdictional wetlands and deepwater habitats ;
d. Any part of the Loxahatchee Slough Sanctuary;
e. Sites of historical or archaeological significance;
f. Xeric hammock or xeric scrub;
g. Tropical hammock;
h. Low hammock, temperate hammock, or mesic hammock;
1. Mixed hardwood swamp or hydric hammock;
J, Pond apple slough;
k. Cypress swamp;
1. Freshwater marsh;
m. Mangrove swamp;
n. Oak forest;
o. Pine flatwoods, mesic and hydric;
p. Scrubby flatwoods;
q. Coastal dune and strand; or
r. Wet prairie.
Policy 6.1.4.4.: The City shall require that an environmental assessment be prepared prior to
alteration of the land consistent with the provisions of the Natural Resources and
Environmentally Significant Lands section of the land development regulations.
Policy 6.1.4.5.: To ensure protection of enviromnentally sensitive areas and listed species, the
City shall implement the following criteria either in combination or singly for any proposed
CONSERVATION 6-5
alteration of lands designated as environmentally significant pursuant Comprehensive Plan
policy 6.1.4.3.
1. The project design provides for the protection and preservation of valuable or unique
existing natural resources, listed species and environmentally significant lands on site;
2. If no listed species have been detennined to exist on the site or on-site preservation
would yield a preserve area that is less than the preferred minimum of ten acres or
unavoidable impacts to wetlands occur, an alternative fonn of mitigation acceptable to
the City Council is implemented;
3. The City shall continue to require, through Land Development Regulations, that all
development with significant environmental impacts, including agricultural development,
set aside as preserve areas a minimum of 25 percent of the total upland native plant
communities on site. The 25 percent set-aside shall be based on the quality and viability
of the vegetative ecosystem. The city shall have the option to designate the pmiion of the
plant community which will be included in the 25 percent set-aside. Such set-aside
habitat shall be preserved and managed in viable condition with existing canopy,
understory, and ground cover.
The city shall, for development occurring east of the Urban Growth Boundary, have the
option of accepting off-site preservation or a cash payment in lieu of preservation and
shall accumulate such payments from development for the purchase and management of
off-site upland native plant communities. The Land Development Regulations shall
establish criteria for assessing the cash payment amount and for determining which
projects warrant the use of the cash payment option. A property owner of a platted upland
preserve shall not be allowed to use the off-site preservation or the cash payment option
to modify the preserve area.
4a. Wetland habitats are set-aside as preserves, and development is prohibited in wetlands
except under the following circumstances consistent with Treasure Coast Regional
Planning Council Policy 6.6 .1.1:
1) Such an activity is necessary to prevent or eliminate a public hazard;
2) Such an activity would provide direct public benefit which would exceed those lost to
the public as a result of habitat alteration, degradation, or destruction;
3) Such an activity is proposed for habitats in which the functions and values currently
provided are significantly less than those typically associated with such habitats and
cannot be reasonably restored;
4) Such an activity is water dependent or, due to the unique geometry of the site, minimal
impact is the unavoidable consequence of development for uses which are appropriate
given site characteristics, or;
CONSERVATION 6-6
4b. Wetlands shall be protected by a density transfer program to upland areas. Where
development occurs within wetlands, the developer must mitigate the function and value
of those wetlands. Development activities shall occur at a density of no more than one
dwelling unit per five acres in the urban area and one dwelling unit per twenty acres in
the rural area, shall be clustered to the least environmentally sensitive pmiion of the site
and shall include design considerations to protect the wetland functions of the rest of the
site. Consistent with SFWMD regulations, a minimum 15-foot upland buffer composed
of native vegetation shall be preserved or established around wetland areas.
5. For a site on which listed species are known or suspected to be present, one of the
following criteria shall be satisfied:
1. It shall be successfully demonstrated that the proposed land alteration/development
activity will not preclude the continued survival and viability of those listed species
located on site; or
2. A plan for relocation, either on-site or off-site, for those listed species, shall be
approved by all appropriate agencies.
Policy 6.1.4.6.: Public/Institutional buildings or facilities may be pennitted in the Conservation
land use designation and within other environmentally sensitive lands only when the building or
facility is related to the conservation use, including within wetlands, 1 00-year floodplains,
groundwater aquifer recharge areas, areas set aside by development to meet the 25 percent
preservation of native ecological communities and wildlife habitats.
Objective 6.1.5.: Maintain a hazardous waste management program for the proper storage,
recycling, collection and disposal of hazardous wastes, in conjunction with the Solid Waste
Authority (SW A).
Policy 6.1.5.1.: The City shall work closely with and seek technical assistance from the DEP and
SW A in identifying small quantity hazardous waste generators in the City and in developing the
program for the proper disposal of such hazardous waste.
Policy 6.1.5.2.: The City shall cooperate with the SWA in sponsoring Amnesty Days to collect
household hazardous waste for proper disposal.
Objective 6.1.6.: Maintain land development regulations and development policies to
ensure the provision of conservation measures on newly annexed lands or lands newly
acquired for the purpose of conservation in accordance with the goals, objectives, and
policies of this Comprehensive Plan.
CONSERVATION 6-7
Policy 6.1.6.1.: The City shall review the master development plans of all subdivisions approved
by the county but later annexed by the City for the provision of conservation/preservation areas
as required by the original development order.
Policy 6.1.6.2.: Where development orders granted by another governmental agency are silent,
the comprehensive plan, land development regulations, and policies of the City of Palm Beach
Gardens shall apply.
Policy 6.1.6.3.: The City shall continue to cooperate with the SFW:MD and Palm Beach County,
through the exchange of technical infmmation and infonnal coordination, in order to make a
concerted effmt to protect and conserve unique vegetative communities that exist in areas such
as the Loxahatchee Slough, Sandhill Crane and Hungryland Slough and which fall under
multiple local jurisdictions. Further, the City shall assist in the Loxahatchee Slough, Sandhill
Crane and Hungryland Slough ecosites' protection by designating complete ecosites with
Conservation land use and a consistent zoning district, and assisting with management activities.
Policy 6.1.6.4.: After the acquisition of new lands by agencies intended to conserve ecosites, the
City shall coordinate with Palm Beach County and other applicable outside agencies in order to
obtain a Management Plan for the ecosite, and designating the appropriate properties with a
Conservation land use and a consistent zoning district.
Objective 6.1.7.: Implement the plan for all or a part of the Parkway System prior to the
issuance of any development orders for that area included in the Conceptual Linkage Plan
presented in the Future Land Use Element of this Comprehensive Plan.
Policy 6.1.7.1.: The City shall continue to maintain land development regulations to ensure the
implementation and design of the Parkway System.
Policy 6.1.7.2.: The parkways shall be designed, developed and maintained to serve a multitude
of functions including:
a. Preservation of significant native ecological communities in greenways along the City's
major corridors;
b. Separate bicycle and pedestrian circulation through and between land uses within and
adjacent to the areas included within the Conceptual Linkage Plan presented in the Future
Land Use Element of this Comprehensive Plan;
c. Mitigation areas for natural areas disturbed elsewhere within the area included within the
Conceptual Linkage Plan presented in the Future Land Use Element of this
Comprehensive Plan, where applicable;
d. The buffering of adjacent roadways, land uses and developments, where applicable; and
CONSERVATION 6-8
e. The provision of public access to the restored Loxahatchee Slough, where applicable.
f. Preserve urban beauty through right of way landscaping requirements;
g. Provide residents with a safe and multi-use pathway system which is recognized as an
urban component of the Florida Green ways System;
h. Eliminate a perceived need for using strip commercial as a buffer between mierials and
residential areas; and
1. The phasing of the establishment of the parkways shall, at a minimum, be relative to the
phasing of development in the area included within the Conceptual Linkage Plan
presented in the Future Land Use Element of this Comprehensive Plan.
Objective 6.1.8.: Maintain land development regulations which, in conjunction with the
efforts of other regulatory agencies having jurisdiction, ensure the protection and
preservation of native habitats, and maximize the provision of open space for this purpose.
Policy 6.1.8.1.: The City shall maintain open space requirements in the land development
regulations with specific reference to conservation and preservation land area requirements.
Policy 6.1.8.2.: The City shall endeavor to "collect and concentrate" open space conservation
areas to amass significantly large land areas that will be left in their natural settings for public
dedication and use through land development regulations.
Policy 6.1.8.3.: Through the site plan and subdivision review process, the City shall endeavor to
connect open space and conservation/preservation areas with the Parkway System wherever
possible.
Policy 6.1.8.4.: The City shall require all developers to identify all conservation/preservation
areas and submit all appropriate infonnation to regulatory agencies.
Policy 6.1.8.5.: The City shall maintain the following minimum requirements to all required
preserve areas for environmentally significant lands.
(1) Lands to be set aside in preserve areas shall be:
a . Identified based on the quality of habitats, the presence of listed species,
proximity to other natural areas and other relevant factors.
b. Preserved in viable condition, with intact canopy, understory, and ground cover,
and maintained without infringement by drainage or utility easements, unless the
easements serve to benefit the preserve or facilities thereupon, or benefit the
drainage of the development where the preserve is located.
CONSERVATION 6-9
/
c. Platted as separate parcels of land, or as an established conservation easement.
d. Capable of functioning within itself or in conjunction with manmade features.
e. Clearly defmed, protected and managed in such a way that it serves a purpose to
the communities around it.
f. Contiguous, wherever possible, to an adjacent preserve, public park, school site,
or human-made open space or combination thereof.
g. Maintained as large open or green areas with the intent of preserving large areas
to promote self-sustaining, balanced plant growth, biodiversity, and wildlife
enhancement and shall be connected with other preserve areas to conceptually
function as wildlife corridors.
h. One-hundred-percent protected from alteration during site construction.
1. Compact in nature, avoiding strip or noncontiguous patterns and arranged in a
continuous fashion where possible. The use of preservation areas as long, narrow
buffers is discouraged.
J. Protecting and preserving of all endangered and threatened plant, animal and
marine populations and the habitat of critical value to regional populations of
endangered and threatened species.
k. Consistent with South Florida Water Management District regulations, such that a
minimum 15-foot upland buffer composed of native vegetation shall be preserved
or established around wetland areas landward from the edge of the wetland in all
places and shall average 25 feet of width from the landward edge of the wetland.
I. Cleared of invasive nonnative vegetation (e.g., Brazilian pepper, Australian pine
and Melaleuca), except as otherwise authorized by the city, by the developer at
the time of development or redevelopment of a site.
Lands that are set aside in a preserve status may be included in open space calculations for
purposes of meeting open space requirements of the city's planned community district or planned
unit development ordinances if the canopy, understory, and ground cover vegetation are left
intact. However, such preserved lands shall not make up more than 50 percent of the total
required open space, unless it is determined by the city council that a greater portion of the
required open space should consist of preserved area because of special site constraints or
preservation opportunities.
(2) Alteration within the preserve shall require City approval, and shall be limited to:
CONSERVATION 6-10
a . The construction of boardwalks, pervious walkways , and other passive recreational or
educational facilities.
b . The construction of firebreaks, fire lanes, or fence lines and the removal of invasive
nonnative species and their replacement with native species. The use of native plant
communities, existing roads and trails , etc., as firebreaks is preferred to the
construction of new access roads or fire lanes, which would result in the introduction
and spread of invasive nonnative plant species. Bioconversion of woody biomass,
removal of underbrush and overgrowth, or thinning of dead, dying or diseased native
plant communities is encouraged for hazardous fue l reduction .
c. Primary public/institutional buildings shall be prohibited in the conservation land use
designation and within other environmentally sensitive lands, including wetlands,
1 00-year floodplains, groundwater aquifer recharge areas, areas set aside by the
development to meet the 25-percent preservation of native ecological communities
and wildlife habitats, unless otherwise approved by the city council.
Policy 6.1.8.6.: The City shall maintain the following minimum requirements to require a
management plan for all preservation areas and/or conservation lands.
a) A management plan of the preserve area and/or any other conservation areas within the
city shall include but not be limited to long-tenn protection of the preserve/conservation
area, continued removal of and protection from litter and debris, avoidance of activities
or land alteration which may disturb the preserve area, eradication and continued
monitoring and removal of invasive nonnative plant species, control of off-road vehicles,
and maintenance of hydrological requirements. Periodic prescribed burning or other
mechanical methods that would simulate the natural processes of the natural historic fire
regime may be required for some areas.
b) Each management plan shall be approved, pursuant to Comprehensive Plan Policies and
land development regulations by the Growth Management department, before fmal
approval of construction drawings or commencement of land alteration, whichever occurs
first, and/or incorporation into the city as a conservation area, open space, greenway, or
wildlife corridor.
(c) Deed restrictions.
(1) For those lands identified for preserve status , appropr iate deed restrictions shall be
placed on the lands and recorded in the public records ofthe county, or they may
be dedicated to a public entity or approved private conserv ation group for the
purposes of preservation, or appropriate restrictive conservation easements
granted in perpetuity may be established, or such other similar protective
measures may be establ ished, as determined by the city council, upo n completion
of all review processes.
CONSERVATION 6-11
(2) A conservation -easement shall be established for a preserve area on a single-
family residential lot five acres or greater in size. The deed restriction or
conservation easement shall be dedicated to the appropriate entity, such as the
property owners association, or a state or local govemment or agency.
(d) The perpetual maintenance and protection of designated preserve areas shall be
established by a legally binding, recorded instrument.
Policy 6.1.8.7.: The City shall provide for a voluntary density bonus program for land use
designations of residential high (RH) to permit densities up to a maximum of 15.0 units per gross
acre, based on one additional unit of density allowed for every ten percent of native ecological
habitat put into a preserve within the planned community district (PCD). These preserve areas
shall be over and above the minimum preservation and open space areas provided in accordance
with standard PCD requirements.
Policy 6.1.8.8.: The City shall maintain in the land development regulations requirement for the
removal of invasive nom1ative species from development tracts.
GOAL 6.2.: ENCOURAGE AN ENVIRONMENTALLY SUSTAINABLE CITY
THROUGH ACTIONS THAT REDUCE GREENHOUSE GAS EMISSIONS AND
OTHER POLLUTANTS AND REDUCE THE USE OF NON-RENEW ABLE
RESOURCES.
Objective 6.2.1.: Meet or exceed the minimum air quality levels established by DEP.
Policy 6.2.1.1.: In accordance with section 163.3202, F.S., the City shall continue to maintain
land development regulations that ensure the protection of environmentally sensitive lands
designated in the comprehensive plan.
Policy 6.2.1.2.: Reduce pollution generated by motor vehicles by promoting cleaner burning,
energy efficient vehicles, including hybrid vehicles and alternate fuels such as biodiesel and fuel
cell technology, as well as through public education and encouraging the following:
1. The creation of mixed use land use centers and residential fonn which utilizes
clustering and Planned Unit Development and Mixed Use Development styles of
design;
2. Vegetative buffers between atierial roadways and residential neighborhoods;
3. The use of alternative modes of transpmiation including public transit, bicycle and
pedestrian paths/c~:midors, light rail, and car-pooling.
4. The implementation of the parkway system, the installation of sidewalks for all new
developments, the retrofit of neighborhoods with sidewalks and the repair of existing
sidewalks, and requirements such as provision of bicycle racks.
CONSERVATION 6-12
Policy 6.2.1.3.: In an effort to reduce reliance on automobile travel, the City shall implement the
Parkway System, as vacant areas are developed or as redevelopment occurs; assist the
Metropolitan Planning Organization in the implementation of its Transit Study and Bicycle
Facilities Plan; and coordinate with PalmTran to increase the public transpmiation service in the
City.
Policy 6.2.1.4.: The City shall cooperate with county and state agency programs to reduce air
pollutants on a regional level.
Policy 6.2.1.5.: All proposed point sources of pollution shall present evidence of compliance
with DEP regulations prior to being approved. No proposed point source of pollution shall be
approved which exceeds the level of air quality established by the State Implementation Plan.
Policy 6.2.1.6.: By December 31, 2011, the City shall adopt a sustainable Multi-Modal
Transportation Plan that consider the findings of the MPO, Transit Needs Assessment and
Bicycle and Pedestrian Plan. The Plan shall develop a long term strategy to reduce C02
emissions, and provide the public and businesses additional transportation alternatives, but shall
not replace, reduce or weaken road concunency measurements.
Objective 6.2.2.: Increase education about sustainable building practices and use of
environmentally sustainable products within the City of Palm Beach Gardens.
Policy 6.2.2.1.: The City shall provide education to the residents and business owners to suppmi
better energy efficient buildings, energy efficient appliances, waste recycling, building products
from renewable resources, non-toxic building products and water efficient fixtures and
landscapes.
Policy 6.2.2.2.: The City shall utilize non-toxic cleaning techniques throughout its facilities
Policy 6.2.2.3.: The City shall enhance the energy efficiency of City facilities through the
purchase of Energy Star rated or equivalent equipment and appliances for City use, design of
efficient cooling systems and employee education on energy conservation.
Policy 6.2.2.4.: The City shall purchase products that utilize recycled materials and shall return
City waste for reuse.
Policy 6.2.2.5.: By December 31, 2009, the City shall review the City's Land Development
Regulations to consider the addition of specific energy efficient and recycling regulations to
encourage conservation.
CONSERVATION 6-13
engineering . architecture . program management . development services . construction services 1
Chase Bank No. 37429 US 1 and PGA Boulevard
Palm Beach Gardens
Rezone, Waivers, and Development Order
3,450 SF Freestanding Bank with 2 Lane Drive Thru
engineering . architecture . program management . development services . construction services 2
Location
OVERALL SITE
engineering . architecture . program management . development services . construction services 3
Existing Conditions – Surrounding Area
CORE STATES
=~-~~---~~~.." GROUP
engineering . architecture . program management . development services . construction services 4
Existing Conditions – Subject Parcel
engineering . architecture . program management . development services . construction services 5
Proposed Conditions Overlay
CORE STATES
=~-~---111..'1 GROUP
engineering . architecture . program management . development services . construction services 6
Proposed Building Elevations
SIDE ELEVATION (EAST)
II D II
, .... ~1-tl"l'ol
.... l'f'UC.o'<10-t[JI'3
CO.~. "OMAIQ-Ilt-(llrV'NO ....... UMoll
1 .... -.6401 "\Arft"
FRONT EL EV ATION (SOUTH)
REAR ELEVATION (NORTH)
M l"llC ... 110fl.W'~M~AIIt?Of
«>e<no.co-
D
SIDE E LEVATION (WEST)
D
liOI*·ITl
...,.,.:,..not< ~v ............ ~-o~t
COI,~.IIWDI'O<U
II
".C WA!f~l~$
D
CORE STATES
=~-~---111..'1 GRO U P
engineering . architecture . program management . development services . construction services 7
Proposed Development
Requested Waivers:
•Reduce rear set back
from ninety (90) feet
to fifty-two (52) feet.
[Sec. 78-153.(6)]
engineering . architecture . program management . development services . construction services 8
Proposed Development
Requested Waivers:
•Reduce rear
landscape buffer from
fifteen (15) feet to
twelve and a quarter
(12.25) feet. [Sec. 78-
319.(a)(1)]
engineering . architecture . program management . development services . construction services 9
Proposed Development
Requested Waivers:
•To allow for a
monument sign on the
subject parcel. [Sec.
78-285, Table 24]
Proposed
sign
engineering . architecture . program management . development services . construction services 10
Proposed Development
Requested Waivers:
•To reduce the
required minimum lot
area for a PUD from
one (1) acre to 0.80
acres. [Sec. 78-153,
Table 12]
engineering . architecture . program management . development services . construction services 11
Proposed Development
Requested Waivers:
•Reduce the ingress
stacking distance from
one hundred (100) to
seventy (70) feet.
[Sec. 78-344.(h)]
70’ to
ROW
engineering . architecture . program management . development services . construction services 12
Proposed Development
Requested Waivers:
•To allow for ten (10)
additional parking
spaces above the
code maximum. [Sec.
78-345.(d)(1)]
engineering . architecture . program management . development services . construction services 13
Proposed Development
Requested Waivers:
•To allow proposed
screen wall offset two
(2) feet from eastern
property line. [Sec.
78-186(b)(10)(a)(1)]
engineering . architecture . program management . development services . construction services 14
Keys to Redevelopment
Keys to Redevelopment:
•Reduction in intensity
of use.
•Reduction in hours of
operation.
•Increased security.
•Upgraded property at
City limits.
•Increase open space
by 5,000 SF +/-
•ROW Beautification
•Higher wage jobs
engineering . architecture . program management . development services . construction services 15
Questions?
CORE STATES
=~-~---111..'1 GROUP
engineering . architecture . program management . development services . construction services 16
US 1 façade Elevation History
First Submittal
SIDE ELEVATION (WEST)
T.O.ROOF $
26'-6 1/2"
T.O . PARAPET
21 '-0''
T.O. PARAPET
19'-0''
T.O. PARAPET
17'-0''
T.O. WINDOW $
10'-8"
T.O . WATERTABLE $
3'-4"
T.O.SLAB $
0'-0''
CORE STATES
=~-~---111..'1 GRO U P
engineering . architecture . program management . development services . construction services 17
US 1 façade Elevation History
Second Submittal
SlOE ELEVATION (WEST)
l.O.ROOF$
26"·61/T
T.O . PAAAPe
:2H7'
T.O. PARAPET
19'-(T
r.O. PARAPtf
l.O. W!NOOW $
10-8"
T,O . WATEJUA BLE $
l...C"
T.O.SI.AB$
CORE STATES
=~-~---111.."1 GRO U P
engineering . architecture . program management . development services . construction services 18
US 1 façade Elevation History
Final Submittal
SIDE ELEVATION (WEST)
l.O . PARAPIIT
'21 '.0'
JO.P .... RAPET
19'-(l''
r.O. P"RAPET
1 7'~"
1.0 . Wll'fOOW $
IO'.g'
T.O. WA.TERTABlE
T.O.SLAB
(:y.{J'
CORE STATES
=~-~---111..'1 GROUP
engineering . architecture . program management . development services . construction services 19
Existing Conditions
CORE STATES
=~-~---111..'1 GROUP
City Initiated Comprehensive Plan
Text Amendment
Ordinance 16, 2013
Planning, Zoning and Appeals Board
August 13, 2013
Conservation Element
• Conservation Element: Policy 6.1.4.5
• Minimum 25% set-aside for native upland plant
communities
• To provide for an exemption from this policy for
all publicly owned lands
Policy 6.1.4.5
•Policy 6.1.4.5.: To ensure protection of environmentally sensitive
areas and listed species, the City shall implement the following
criteria either in combination or singly for any proposed alteration of
lands designated as environmentally significant pursuant
Comprehensive Plan policy 6.1.4.3
•6. All publicly owned lands are exempt from this policy
Summary
Modification to:
•Conservation Element of the Comprehensive Plan
•Only applies to publicly owned land
•Provides an exemption from the Upland
Preservation requirement
Analysis
•Governments have fiduciary responsibility to provide to
services differently than the private sector
•Balance of services with utilities, services, parks & recreation,
public works
•Ability to utilize lands, with smaller configurations and
irregular shaped parcels may be unachievable for public
purpose if 25% set aside required
•The modification provides key flexibility for public lands only
in order to best service the public
Staff Recommendation
Staff recommends approval of Ordinance 16, 2013
City of Palm Beach Gardens
Planning, Zoning, and Appeals Board
August 13, 2013
PPUD-13-02-000028
Rezoning
PUD/CG-1
PUD/CG-1
Residential
(Outside City Limits)
Underlying CG-1 Zoning
Designation to remain
Proposed PUD Overlay
is consistent with
Surrounding Zoning
Districts
Consistent with the
Comprehensive Plan
Rezoning will allow
flexibility to redevelop
the site
Project Details – Existing Site
Existing Fast Food Restaurant
Proposed Site Plan
- New 3,450 SF Bank - - Remote drive-through - - Two (2) drive-through Lanes-
- One (1) 10 FT bypass lane - - 90 ft & 52 ft principal & accessory structure setback -
- Redesigned Ingress/Egress - - New Monument Sign -
Proposed Landscape Plan
- Complete Landscape redesign - - 20 FT Front Landscape Buffer - - Dense Rear Landscaping Buffer -
- Including ‘Hostile’ Landscaping behind retaining walls - - Road Shoulder and median landscaping -
Architecture
- Central Tower Feature - - Stone base around perimeter - - Protruding stone base feature (west) -
- Window awnings -
F RONT EL EVA nON {SOUTH)
~-r----------...,
REAR ELEVA llON {NORTH)
Section 78-153(6) Table 12, Note 6 90 foot Rear Setback 52 feet to the remote 38 feet deviation Approval
Section 78-186(b)(1 O)(a)(1 ), Required 15 foot wide landscape buffer
adjacent to residential property 11.75 feet 3.25 feet Approval
Buffers line
Section 78-186(b)(10)(a)(1), Required Manmade materials located a Two (2) feet from the minimum five (5) feet from the Three (3) feet Approval
Buffers property line line
Section 78-285, Table 24, Ground Sign One (1) sign for first 300 linear One (1) ground sign
Allow one (1) ground sign Approval
feet of ROW for 150 If of ROW
Section 78-153, Table 12/ Section 78-One (1) acre minimum size for 0.80 acre 0.20 acre Approval 1 Table 14 CG1 and PUD
Section 78-344(h), Entrances and Exits 100 feet of off-street stacking 70 feet 30 feet Approval
distance
Increase in number of parking Ten (10) additional parking Ten (10) additional parking Section 78-345(d)(3) spaces in excess of 1 0% of Approval spaces