HomeMy Public PortalAboutApp 015-06TOWN OF GULF STREAM
ARCHITECTURAL REVIEW AND PLANNING REPORT
Application #: 015 -06 Owner: M/M James Cacioppo
Address: 3140 Polo Drive Agent: Thomas Laudani
Proposed Improvement: Construct a partial 2 story single family Georgian
style dwelling with attached 4 car garage and
swimming pool.
Approvals Requested:
Demolition Permit To remove existing structures
Special Exception (1) To permit a 30 ft. rear waterfront setback. (Section 70-
750) (1)).
Special Exception (2) To permit 238 SF of covered, unenclosed area that
exceeds the maximum floor area ratio (Section 70 -72
(b) (2))•
Level 3 Architectural/Site Plan To permit the construction of a partial 2 story 8,560 SF
single family Georgian style dwelling with attached 4
car garage, and a swimming pool.
Gross Lot size: 29,318 SF Effective Lot Area: 28.612 SF
Permitted Floor Area: 8,322 SF Proposed Total Floor Area: 8,560 SF w /Sp. Exception
Zoning District: RS-C: GS Core Proposed Height: 15' 21'11"; 2nd 26' 7"
Finished Floor Elevation: 8.5' Base Flood Elevation: 7.0'
Adjacent Residences: Gulf Stream - Bermuda
Considered During Review:
Section 66 -144 Standards: Regarding Level II & III architectural/ site plan review
Section 70-4 How to use this manual: Regarding Design Standards
Section 70 -71 Floor area ratios.
Section 70 -72 (b) SRecial exception floor area ration (FAR) Roof Projections
Note: Standards of approval for special exception are met.
Section 70 -75 0) Special exception setbacks
Note: Standards of approval for special exceptions are met.
Section 70 -80 Landscaped open space
Architectural Review and Planning Board
ARPB File #015 -06
June 25, 2015
Page 2
Section 70 -98 Building Form
Preferred. Building forms with central massing
Note: This application has the second story only on the north portion of the structure
parallel to Palm Way, but not located on Palm Way.
Section 70 -100 Roof and Eave Heights
Staff Recommendation:
Motion to Recommend Approval of a demolition permit.
Motion to Recommend Approval of a Special Exception to permit 30' waterfront rear
setback as allowed by (Section 70 -75 0) (1)).
Motion to Recommend Approval of a Special Exception to 238 SF of covered, unenclosed
area that exceeds the maximum floor area ratio (Section 70 -72 (b) (2)).
Motion to Recommend Approval of a Level 3 Architectural /Site Plan Review to permit the
construction of a partial 2 story single family Georgian style dwelling with attached 4 car
garage, consisting of 8.560 SF, and a swimming pool with the following conditions:
1. Prior to the issuance of a certificate of occupancy, the owner of the property shall
prepare and record a deed restriction which shall provide that all roof projection
areas shall remain unenclosed as per approval of the special exception for as long
as the structure is in existence or exceeds the maximum FAR.
2. The electric service lines shall be buried.
3. Any minor modifications in the landscape plan shall be submitted to the Town Manager
for review and approval and any major modifications shall be brought back to the ARPB
for review and approval, prior to commencement of landscaping.
ARPB Date: June 25, 2015
Action: Demolition Permit: Recommended Approval. (4-0)
Special Exception (1): Recommended Approval. (4-0)
Special Exception (2): Recommended Approval. (4-0)
Level 3 Architectural /Site Plan Review: Recommended Approval with the 3
conditions listed above. (4-0)
Town Commission: July 10. 2015
Action: Demolition Permit: Approved as recommended & presented & includes the
structures Q 3140 and 3180 Polo Dr. (5 -0)
Special Exception (1): Approved as presented & recommended. (5 -0)
Special Exception (2): Approved as presented & recommended. (5 -0)
Level 3 Architectural /Site Plan Review: Approved as presented &
Recommended w/3 conditions listed
above. (5 -0)
NOTICE OF APPLICATION FOR DEVELOPMENT APPROVAL
NOTICE IS HEREBY GIVEN that the Architectural Review and
Planning Board of the Town of Gulf Stream will hold a Public
Hearing on THURSDAY, JUNE 25, 2015 AT 8:30 A.M., and the Town
Commission will hold a Public Hearing on FRIDAY, JULY 10, 2015 AT
9:00 A.M., both in the Commission Chambers of the Town Hall, 100
Sea Road, Gulf Stream, Florida, at which the following will be
considered:
An application submitted by Thomas Laudani, Seaside Builders,
as agent for Mr.& Mrs. James Cacioppo, owners of property
located at 3140 Polo Drive, Gulf Stream, Florida 33483,
legally described as the south 96.89 ft. of Lot 6 and all of
Lot 7 Re -plat of Polo Cove Subdivision for the following:
Demolition Permit to remove existing structures.
Special Exception #1 to permit a 30 ft. rear setback.
Special Exception #2 to permit 238 sq. ft. of covered,
unenclosed area that exceeds the maximum permitted floor
area ratio.
Level 3 Architectural /Site Plan Review to permit
construction of a partial two -story 8,560 square foot
Georgian style single family dwelling with 4 car garage
and a swimming pool.
The Architectural Review and Planning Board shall make a
recommendation to the Town Commission, and the Town Commission
shall make a final decision regarding the subject application at
the meetings noticed above. These meetings may be adjourned from
time to time and place to place as may be necessary to hear all
parties and evidence.
The complete application materials are on file in the Office
of the Town Clerk located at 100 Sea Road, Gulf Stream, Florida
33483, and may be reviewed during regular business hours, which
generally include non - holiday weekdays from 9:00 A.M. to 4:00 P.M.
ALL PARTIES INTERESTED IN THESE MATTERS may appear before the
Architectural Review and Planning Board and the Town Commission of
the Town of Gulf Stream at the times and place aforesaid and be
heard.
SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY
THE ARCHITECTURAL REVIEW AND PLANNING BOARD OR THE TOWN COMMISSION
WITH RESPECT TO ANY MATTER CONSIDERED AT THESE PUBLIC HEARINGS,
SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH
PURPOSE, MAY NEED TO INSURE THAT A VERBATIM RECORD OF THE
PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND
EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S.
Dated: May 30, 2015
TOWN OF GULF STREAM
Rita L. Taylor
Town Clerk (/
NOTICE OF APPLICATION FOR DEVELOPMENT APPROVAL
NOTICE IS HEREBY GIVEN that the Architectural Review and
Planning Board of the Town of Gulf Stream will hold a Public
Hearing on THURSDAY, JUNE 25, 2015 AT 8:30 A.M., and the Town
Commission will hold a Public Hearing on FRIDAY, JULY 10, 2015 AT
9:00 A.M., both in the Commission Chambers of the Town Hall, 100
Sea Road, Gulf Stream, Florida, at which the following will be
considered:
An application submitted by Thomas Laudani, Seaside Builders,
as agent for Mr.& Mrs. James Cacioppo, owners of property
located at 3140 Polo Drive, Gulf Stream, Florida 33483,
legally described as the south 96.89 ft. of Lot 6 and all of
Lot 7 Re -plat of Polo Cove Subdivision for the following:
Demolition Permit to remove existing structures.
Special Exception #1 to permit a 30 ft. rear setback.
Special Exception #2 to permit 238 sq. ft. of covered,
unenclosed area that exceeds the maximum permitted floor
area ratio.
Level 3 Architectural /Site Plan Review to permit
construction of a partial two -story 8,560 square foot
Georgian style single family dwelling with 4 car garage
and a swimming pool.
The Architectural Review and Planning Board shall make a
recommendation to the Town Commission, and the Town Commission
shall make a final decision regarding the subject application at
the meetings noticed above. These meetings may be adjourned from
time to time and place to place as may be necessary to hear all
parties and evidence.
The complete application materials are on file in the Office
of the Town Clerk located at 100 Sea Road, Gulf Stream, Florida
33483, and may be reviewed during regular business hours, which
generally include non - holiday weekdays from 9:00 A.M. to 4:00 P.M.
ALL PARTIES INTERESTED IN THESE MATTERS may appear before the
Architectural Review and Planning Board and the Town Commission of
the Town of Gulf Stream at the times and place aforesaid and be
heard.
SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY
THE ARCHITECTURAL REVIEW AND PLANNING BOARD OR THE TOWN COMMISSION
WITH RESPECT TO ANY MATTER CONSIDERED AT THESE PUBLIC HEARINGS,
SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH
PURPOSE, MAY NEED TO INSURE THAT A VERBATIM RECORD OF THE
PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND
EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S.
Dated: May 30, 2015 TOWN OF GULF STREAM
Rita L. Taylor
Town Clerk
Town of Gulf Stream
TOWN OF GULF STREAM
APPLICATION FOR DEVELOPMENT APPROVAL
®12ECEIVED
MAY 2 2 2015
Town of Gultstreafn, Fl
This form is to be used for all development review applications to be heard by the Town of Gulf Stream
Architectural Review and Planning Board, Board of Adjustment, and /or Town Commission. To complete the
farm properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for
Development Review Form. Failure to complete this form properly will delay its consideration.
ARPB File # I —!a
To be completed by all applicants. PART II. GENERAL INFORMATION
A. Project Information
[.A. 1. Project/OwnerName: Q nrrz caoio p
I.A.2, Project Address: 3I 40 -Po)61 ]Yt y t� t I I >= ��yf�2m FI hrl rl 0
I.A.3. Project Property Legal Description:. W , 31 '1 p — 31 qD 5 � t0 �t,Vp
RI.bIIG C �l� � 7�,, � rtvo 'picxtU KJB ^��, d'-
I.A.4. Project Description (describe in detail, including # of s ories, etc) I / u�� ( ��
STD I C Q
I.A.5. Square Footage of New Structure or Addition: � f -
Architectural Style: ��0�q1 (� R
J D
1.A.6. Check all that apply: XArchileclural /Site Plan Review ❑ Land Clearing ❑ North Ocean Boulevard
Overlay (complete section B) Demolition or Structures ❑ Non - residential uses D Variance
(complete secti al xception (complete section E)
0
1.A.7. (a) Proposed F.F.E.: c,� Type of Foundation:
B. Owner Information
I.B.1.
Owner Address
1.B.2.
Owner Phone f
1.B.3.
Owner Signalw
C. Agent
Information
I.C.1.
Agent Name an
I.C.2.
Agent Address:
Mq. av*\
I.C.3. Agent Phone Number (o)_�j(pl•aa. ra-z
1.C.4.
Pre -App D
App Date:
Cam Date:
Decision:
Official Use Only
ARPB Date:
Recommendation: _
TC Dale:
Application for Development Approval Form ADA.2000
revised 6/13100
IA-
Fax
Page 2
Town of Gulf Stream
PART III. PROJECT DESCRIPTION AND JUSTIFICATION
To be completed by all applicants after pre - application conference with Town Staff. Please be concise but
brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete
question number for each response.
A. Project Description and Justification
III.A.1. In what zoning district is the project site located?
emi le- r n Co(P bi_i1'lr4-
IILA.2. Is the project compatible with the intent of the zoning district?
fy\Yes ❑ No
III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the
Comprehensive Plan ?�es ❑ No
Explain.
III.A.4. How are ingress and egress to the property to be provided? f t V w
G Tx-, .
III.A.5. How are the following utilities lobe provided to the property?
a. Slormwaler Drainage in Q
b. Sanitary Sewer ryl _ Oil i1
C. Potable Water
U. Irrigation Water
e. Electricity
I. Telephone
g. Gas
h. Cable Television n,n.,rn w
the structures are
III.A.6. If the project involves the erection of one or more structures, please describe how
consistent with the criteria In Section 66 -144 of the Town of Gulf Stream Code. (Attach additional
sheet if necessary.)
PART IV. ADDITIONAL INFORMATION
Section A is to be completed by all applicants after pro - application conference with Town staff. Answering
"yes" to any question in Section A requires the completion of additional Sections as indicated.
A. Additional Approvals/Requirements
IV-A.1. Does the project involve land area within fifty feel (50') of the A1A (North Ocean Boulevard) right -cf-
way? ❑ Yes (If "Yes ", section B of this part must be completed.)
IV.A.2. Does the project involve the demolition of one or more structures? .(Yes ❑ No
(If "Yes ", section C of this part must be completed.)
IV.A.3. Does the project involve the clearing or filling of any portion of a existing vacant lot or more than
fifty percent (50 %) of the landscaped area of a developed lot? Yes ❑ No
(If "Yes ", section D of this part must be completed.)
IV.A.5. \Do'es the project require approval of a Special Exception?
® es 13 No (If "Yes ", section E of this part must be completed.)
IV.A.6. Is the prQjock6t variance with any regulations contained in the Zoning Code?
O Yes 9 o (If "Yes ", section G of this part must be completed.)
Application for Development Approval Form ADA.32000 Page 3
TOWrI of Gulf Slrearn
B. Projects Requiring North Ocean Boulevard Overlay Permit
IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what
extent?
IV.B.2. Describe the need and justification for the disturbance /addition:
IV.8.3. Will the disturbance /addition destroy or seriously impair visual relationships among buildings,
landscape features and open space, or introduce incompatible landscape features or plant material
that destroys or impairs significant views or vistas within the North Ocean Boulevard Overlay District?
Yes No
Explain:
IV.B.4. How is [he design consistent with the AM Landscape Enhancement Project?
IV.B.5. What mitigation is proposed so that [lie disturbance /addition has the least impact possible to the visual
and aesthetic quality of the North Ocean Boulevard Overlay District:
C. Projects Requiring a Demolition Permit t �r
IV.C.1. When are the existing structures to be demolished? A) 1 tr1 -� �1 v
IV.C.2. When are the proposed structures to be constructed? N ny m1 r )St 611
—
IV.C.3. What is file landmark status of the structures to be demolished? Alga (T_L6� —&C..0
D. Projects Requiring a Land Clearing Permit
IV.D.1. Describe those vegetative materials of B inches in diameter and greater to be North Ocean Boulevard
Overlay District:
IV.D.2. Describe the need and justification for the removal /relocation: -To wrMc± (J„ ( e Ll
f-C�aer�ce�
IV.D.3. Haw is the removal from the project site of vegetation to be mitigated:
tclffid-%rip Sao cam' .
IV.D.4. How are the remaining and relocated vegetative materials to be protected and preserved during the
land clearing and constriction activities and thereafter?
IV.D.5. What replacement materials are proposed?
Application for Development Approval, Form ADA.32000 Page
February 2002
��" + " " c d l l l
E " P r o j e c t s R e q u i r i n g a S p e c i a l E x c e p t i o n .
I V . E . 1 . I s t h e p r o p o s e d u s e a p e r m i t t e d s p e c i a l e x c e p t i o n u s e ?
I V ' E " 2 " " ' I ' s t h e u s e d e s i g n e d , l o c a t e d a n d
w e l f a r e , a n d m o r a l s w i l l b e p r o t e c t e d ?
S ����e A r c a V ( Y &
I s 9 6 - % r ��J X f
J ��r N o C o d e S e c t i o n : 7 6 - 2 ( A X 2 )
p r o p o s e d t o b e o p e r a t e d s o t h a t t h e
M A C H
I V . E . 3 . W i l l t h e u s e c a u s e a
b e l o c a ( e d 7 Q' y e s
E x p l a i n .
P u b l i c h e a l t h , s a f e l y ,
( C p t c f ) ��o c c u I s M a t M M
i n j u r y t o t h e v a l u e o f o t h e r p r o p e r t y i n t h e n e i g h b o r h o o d w h e r e i t i s t o
I V . E . 4 . H o w w i l l t h e u s e b e
i s t o b e l o c a l e d 7 c o m p a t i b l e w i t h a d j o i n i n g
_ / ) ;
a n d t h e c h a r a c t e r o f t h e D i s t r i c t w h e r e i t
I V . E A W h a t l a n d s c a p i n g a n d s c r e e n i n g a r e p r o v i d e d ? `
f ' I S 1 ' 1 1 7 j 1 �� I C I i m } N , ��x C l . �%l f ��l � ��
I V . E . 6 . D o e s t h e s c o n f o r m w i t h a l l a p p l i c a b l e r e g u l a t i o n s g o v e r n i n g t h e D i s t r i c t w h e r e i n i t i s t o b e
l o c a t e d ? e s p N o
F . N o n - R e s i d e n t i a l P r o j e c t s a n d R e s i d e n t i a l P r o j e c t s o f G r e a t e r t h a n 2 U n i t s
' V - F - 1 - I f c o m m o n a r e a f a c i l i t i e s a r e t o b e p r o v i d e d , d e s c r i b e t h e m a n d h o w t h e y a r e t o b e m a i n t a i n e d .
I V . F . 2 . I f r e c r e a t i o n f a c i l i t i e s a r e t o b e p r o v i d e d , d e s c r i b e t h e m a n d t h e i r p o t e n t i a l i m p a c t s o n s u r r o u n d i n g
P r o p e r t i e s .
I V Y - 3 . F o r e a c h o f t h e f o l l o w i n g , l i s t t h e n u m b e r p r o v i d e d a n d t h e i r d i m e n s i o n s .
L o a d i n g S p a c e s :
S t a n d a r d P a r k i n g S p a c e s :
S m a l l C a r P a r k i n g S p a c e s :
H a n d i c a p p e d P a r k i n g S p e c e s :
A p p l i c a t i o n f o r D e v e l o p m e n t A p p r o v a l F o r m A D A . 3 2 0 0 0
P a g e 5
1 1 1
. r
T
s
PART 1. APPLICATION REQUIREMENTS
To be completed by Town Staff during pre - application conference.
A. Review and Approval Processes
❑
1.
N. Ocean Overlay Permit
f_I
2.
Land Clearing Permit
❑
3.
Annexation Review
❑
>(
4.
Comprehensive Plan Text Amendment Review
14.
5.
Demolition Permit
0
6.
Future Land Use Map Change Review
❑
7.
Administrative Appeal
❑
0.
Zoning code Text Amendment Review
B. Application Materials
/� (- =P"
0--RECEIVED-4
MAY 2 2 2015
❑
9.
Sign Reviewfown of Gulfstream, FL
1
10.
Site Plan Review, Level III
❑ 11.
*12.
Site Plan Revision pp
Special Exception ReviewW ti\ , )J
0
13.
Subdivision Review ao"Ido¢'(
0
14.
Variance Review
0
15.
Rezoning Review
D
16.
(Other)
NUMBER OF
COPIES
REQUIRED
APPLICATION MATERIAL
1
1. Completed Development Applicali n
2. Fee of 1l1"ID N
3. General Location Map (on site Plan)
17
4. Site Plaii (2 full size, 15 reduced to 11x 17')
17
5. Building Elevations (2 full size, 15 reduced')
6. Floor Plans (2 full size, 15 reduced')
7. Roof Plans (2 full size, 15 reduced')
0. Perspective and /or Color rendering
(Recommended for meeting)
9. Drainage Plan (if allered)
17
10. Landscape Plan (2 full size, 15 reduced')
11. Septic Tank Permit
12. DOT Driveway Permit (if on Al A, for any
alterations to drive)
13. DOT Landscape Permit (AtA)
17
14. Survey (11" x 17 ")
15. Subdivision Plat
16. Concurrency Documents
1
17. Proof of Ownership (warranty deed)
1
18. Agent Affidavit
19. List of Adjacent Properl wners
J\
rive a
20. Properly owners within 25' 300' (stamped
addressed envelopes, no return address)
1
21. Properly Owners Affidavit
1 l
22. Photos of Existing Home (if applicable)
23. Construction Tr ffic Management Plan
t
'NnTF• Who,.
24. y,
---- - -• ^r•° ° -r• -� � � ..u..„y my IUllufleu, two copies snap oe an original full
size (24" x 36 ") drawing which is signed and sealed. All other copies shall be reduced to 11" x
17 ". Please refer to the instruction for more detailed information.
Application for Developmenl Approval, Form ADA.32000
November 2001 •
Page 1
Transmission Report
Date /Time 07 -20 -2015 09:19: 10 a.m. Transmit Header Text
Local ID 1 5617370188 Local Name 1 Fax
This document: Confirmed
(reduced sample and details below)
Document size : 8.5 "x11 "
JF"Corcr Sheet
+Date: 7 -19 -15
Remote Station
[Number ofpagn including corer sheet 3
TO:
FROb1: Toam orGulrStrew
Llne
100 Sea Road
Tom Laudani
Gulf Stream, FL 33 483
001
Rita
Phone:
Fax Phonc: 272 -0941
Phone: 561- 276.5116
Fax Phone: 561. 737 -ois8
c As Requested a Urgent a FYI a For Your Review C Reply ASAP
Please see attached confirmation letter for 3140 Polo and
demolition for 3180 Polo.
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Transmission Report
Date /Time 07 -09 -2015 04:39:38 p.m. Transmit Header Text
Local ID 1 5617370188 Local Name 1 Fax
This document: Confirmed
(reduced sample and details below)
Document size : 8.5 "x14"
IFAXcevevshet IDste: Ir
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180 Su Road
Guir51m.m. FL 33493
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Pax Phone: MI- 737.8188
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Transmission Report
Date /Time 07 -09 -2015 04:28:45 p.m. Transmit Header Text
Local ID 1 5617370188 Local Name 1 Fax
This document: Confirmed
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RP: Report FA: Fall G3: Group
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Transmission Report
Date /Time 06 -23 -2015 10:25:27 a.m. Transmit Header Text
Local ID 1 5617370188 Local Name 1 Fax
Total Pages Scanned : 5
This document : Confirmed
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FF: Fax Forward TU: Terminated by user EC: Error Correct
Transmission Report
Date /Time 06 -16 -2015 03:04:01 p.m. Transmit Header Text
Local ID 1 5617370188 Local Name 1 Fax
Total Paces Scanned :5
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03:01:56 p.m. 06 -16 -2015
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5/5
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HR: Host receive PR: Polled remote
WS: Waiting send MS: Mallboxsave
MP: Mailbox print CP: Completed T5: Terminated by system
RP: Report FA: Fall G3: Group 3
FF: Fax Forward TU: Terminated by user EC: Error Correct
SCOTT W. MORGAN, Mayor
ROBERT W. GANGER, Vice -Mayor
JOAN H. ORTHWEIN
THOMAS M. STANLEY
DONNA S. WHITE
July 18, 2015
TOWN OF GULF STREAM
PALM BEACH COUNTY, FLORIDA
Telephone
(561)27&5116
Fax
(561)737.0188
Town Manager
WILLIAM H. THRASHER
Town Clerk
RITA L. TAYLOR
Mr. & Mrs. James Cacioppo
225 NE Mizner Blvd.
Suite 720
Boca Raton, Florida 33432
Dear Mr. & Mrs. Cacioppo:
This is to confirm that at the Public Hearing held by the Town
Commission on July 10, 2015, your application for a Level 3 Archit-
ectural /Site Plan Review to permit construction of a partial 2 story
single family Georgian style dwelling with attached 4 car garage,
one bay for golf cart storage, consisting of 8,560 square feet and
a swimming pool at 3140 Polo Drive was considered.
The application was approved as follows, with conditions:
A. Demolition Permit was approved to remove existing structures
provided tat t e lot at 3180 Polo Drive is sodded and irrigated
within 2 weeks of the demolition of the existing structures and
that it be maintained until such time as construction of a new
house on that property commences.
B. S ecial Exception #1 was approved to permit a 30 ft. waterfront rear
setbac as allowed by Section 70- 75(j)(1).
C. S ec Ee tion $2 was approved to permit 238 sq. ft. of covered,
unenc ial ose xc area t at exceeds the maximum permitted floor area ratio
as permitted by Section 70- 72(b)(2).
D. Level 3 Architectural /Site Plan Review was approved to permit
construction of a partial story single family Georgian style
dwelling with attached 3 car garage and a small golf cart storage
space, a total of 8,560 sq. ft., and a swimming pool with the
following conditions: 1) Prior to issuance of a certificate of
occupancy, the owner of the property shall prepare and record a deed
restriction which shall provide that all roof projection areas
shall remain unenclosed as per approval of the Special Exception for
as long as the structure is in existence or exceeds the maximum FAR.
2) The electric service and utility lines shall be buried. 3) Any-- -
minor modifications in the landscape plan shall be submitted to
the Town Manager for review and approval and any major modifications
shall be brought back to the ARPB for review and approval, prior to
commencement of landscaping.
100 SEA ROAD, GULF STREAM, FLORIDA 33483
July 18, 2015
Mr. & Mrs. James Cacioppo
Page -2-
These approvals shall expire on July 10, 2016 if a Building Permit
Application, including the aforementioned improvements, has not
been applied for.
Very truly yours,
Rita L. Taylor
Town Clerk
CC: Thomas Laudani, Seaside Builders
3140 Polo Dr.
Town of Gulfstream, FI
Adjacent Property to 3140 Polo Dr.
RECEIVED
MAY 2 2 2015
Town of Gulfstream, FL
Neic ftrl c� rroper+� 10 3HO VDly.
3180 Polo Dr.
— a
RE
MAY 2 2 2015
Town of Gulfstream, Fl
Adjacent Property to 3180 Polo Dr.
MAY 2 2 2015
Town of Gulfstream, FL
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TOWN OF GULF STREAM
PALM BEACH COUNTY, FLORIDA
COMMISSIONERS
WILLIAM F. KOCH, JR. Mayor
JOAN K. ORTHWEIN, Vice Mayor
FRED B. DEVITT III
CHRIS 0. WHEELER
MURIEL J. ANDERSON
STATE OF FLORIDA
COUNTY OF PALM BEACH
TOWN OF GULF STREAM
RECEIVE""' <'
MAY 22&'i
Town of Gulfstream, F1
Telephone
(561) 276 -5116
Fax
(561) 737 -0188
Town Manager
WILLIAM H. THRASHER
Town Clerk
RITA LTAYLOR
BEFORE ME TgHIS DAY PERSONALLY APPEARED G Q,11 J ennirnc.
E Qf YP� WHO BEING DULY SWORN, DEPOSES AND SAYS
THAT THE ACCOMPANYING LIST OF PROPERTY OWNERS, MAILING
ADDRESSES AND LEGAL DESCRIPTIONS OF ALL PROPERTY (circle one):
(1 within 25 feet, *(for N. Ocean Overlay, Demolition, Land Clearing, Signs and Site
Plan Review
(2) within 300 feet, *(for Variances or Appeals)
(3) adjacent to *(for Special Exceptions)
THE BELOW DESCRIBED PARCEL OF LAND IS, TO THE BEST OF HIS
KNOWLEDGE, COMPLETE AND ACCURATE AS RECORDED IN THE LATEST
OFFICIAL TAX ROLLS IN THE PALM BEACH COUNTY COURTHOUSE.
*street and waterways are excluded from this distance
THE SUBJECT PROPERT IS LEGALLY DESCRIBED AS FOLLOWS:
Div u i rY� r I -- IGpS —
FURTHER AFFIANT SAYETH NOT: i
�c eec(�ds �(ivn
L�euch Can
j "7nr * Cac� RcJCt�J(
SWORN AND SUBSCRIBED BEFORE ME THIS
MY COMMISSION EXPIRES: f�l ?_� ��j " " "" JESSICA L HAZEL
T—r Commission 4 FF 175640
= S d. MV Commission Expires
November 12, 2018
Deputy /forms /consVlO/ 15/08
100 SEA ROAD, GULF STREAM, FLORIDA 33483
Tr= DAY OF 20 _L_L
(NO UBLIC)
TOWN OF (GULF STREAM
PALM BEACH COUNTY, FLORIDA
COMMISSIONERS
WILLIAM F. KOCH, JR. Mayor
JOAN K. ORTHWEIN, Vice Mayor
FRED B. DEVITT III
CHRIS D. WHEELER
MORIEL J. ANDERSON
STATE OF FLORIDA )
COUNTY OF PALM BEACH )
TOWN OF GULF STREAM )
Telephone
(561) 27 &5116
Fax
(561) 737 -0166
Town Manager
WILLIAM H.THRASHER
AGENT AFFIDAVIT > RECEIVED < Tow" clock
RRA L TAYLOR
MAY 2 2 2015
Town of Guffstream, FL
BEFORE ME THIS DAY PERSONALLY APPEARED (Owner) , 1CI_90"i }P(1C11
COf bI ( Q0 _WHO BEING DULY SWORN, DEPOSES AND SAYS:
THAT THE PERSON(S) OR COMPANY OR FIRM LISTED BELOW
HAVE THE CONSENT OF THE OWNER OF THE PROPERTY LISTED
BELOW TO REPRESENT THE OWNER OF SAID PROPERTY AS
AGENT FOR SITE PLAN REVIEW WITHIN THE TOWN OF GULF STREAM.
THE SUBJECT PROPERTY IS LEGALLY DESCRIBED AS FOLLOWS: -La-T Q, 31 ` .40_ 3f 4 V
IND u6vei 010'ChnG 1rAo . ±ther�T�v: arftnY ora in Pia +EWc_Toll
AGENT'S(S) NAME: TOM I III In1fI n l
COMPANY OR FIRM NAME: �P�aC�NP, l�l l l ifrer� i�(hi1�>ai
AGENT'S ADDRESS: 1�5 (�� gP la r`1\ ICA 1 1
12)m(u f3ffi h Ec 33NK3
AGENT'S PHONE: � 2(D 1 rj —T D .. q5'p�
FURTHER AFFIANT SAYETH NOT.
(Owner Signature)
SWORN AND SUBSCRIBED BEFORE
J.�DAY OF I '0, 20j5
ISSION EXPIRES: f
JESSICA L HAZEL
1 Commission M FF 175640
m
, COm l,ssian C; Iles
"wuaaa --" November I22 201 D
100 SEA ROAD, GULF STREAM, FLORIDA 3348
(NOTAIJY
PUBLIC)
MY COMM
ISSION EXPIRES: f
JESSICA L HAZEL
1 Commission M FF 175640
m
, COm l,ssian C; Iles
"wuaaa --" November I22 201 D
100 SEA ROAD, GULF STREAM, FLORIDA 3348
RECEIVED a
Prepared by sad Return to: MAY 2 2 2015
Town Of Gulfstream, FI
Merit F. Grant, Esquire To
Gfertspoon Marder, P.A.
o4ruc
Broward Blvd., Suite 1
800
d
erdale,Florida 33301
� 7
P II1: 20.43- 46 -03 -04 -000 -0070
IWt�ll�91t9�t[BN�B�tsl�l�
CFN 20140465080
OR BK 27225 PG 0828
RECOMM 12/17/2014 12:49:32
Palo Beach County, Florida
ANT 2,550,000,00
Doc Stamp 17,858.00
Sharon R. Bock,CLm b COBPTRMjM
Pga 0828 - 829; (2pga)
SPECIAL WARRANTY DEED
THIS SIAL WARRANTY DEED, made this I Z day of December, 2014, by
3140 POLO, LAC a Florida limited liability company ("Grantor "), whose post office address is
c/o 185 NE e %Q nue, Suite 104, Delray Beach, Florida, 33483, to James A. Cacioppo and
Jennifer B. Caciop ;husband and wife, whose post office address is c/o One East Capital
Advisors, 225 N.E.er Boulevard, Suite 720, Boca Raton, Florida 33432, ( "Grantees ").
WITNESSETH:
That Grantor, for in consideration of the sum of Ten Dollars ($10.00) and other good
and valuable consideration,rtlraieceipt and sufficiency of which are hereby acknowledged, does
hereby grant, bargain sell, hVe k.jemise, release, convey, and confirm unto Grantee all that
certain land lying and being ial'ln Beach County, Florida, and more particularly described
herein below (the "Property "):
Lot 7, Gulf Stream Cove, in tfie.T.o" of Gulf Stream, Florida, according to the map
or plat thereof, as recorded in kit;Ba ok 24, Page(s) 185, of the Public Records of
Palm Beach County, Florida.
TOGETHER WITH all the easements, tenements, hereditaments, and appurtenances
thereunto belonging or in anywiso appertaining to property described above.
SUBJECT TO taxes and assessments for the year 2015 and subsequent years, which are
not yet due and payable, reservations, easements and restrictions of record, valid governmental
and zoning ordinances; however, reference thereto shall not servo to re- impose the same.
TO HAVE AND TO HOLD, the same in fee simple forever.
And that Grantor shall and will warrant and defend the same against the lawful claims
and demands of all persons claiming by, through or under Grantor but against no others.
Page t or2
20091326v2
Book27225 /Page828 Page 1 of 2
J
IN WITNESS WHEREOF, Grantor has caused this Special Warranty Deed to be
--,�ed by its duly authorized officer on the day and year first above written
Signed, waled and delivered in 3140 POLO, LLC, a Florida
the prey of: limited liability company
6 THOMAS D. LAUDANI, MANAGER
Print
STATE OF FLORIDA
^�i ) SS:
COUNTY OF PALM
I HEREBY CERTIFY tha<olthis day, before me, an officer duly authorized in the State
aforesaid and in the County aforeshj&tn take acknowledgments, the foregoing instrument was
acknowledged before me by Thom�b.,')Laudani, as a Manager of 3140 POLO, LLC, a Florida
limited liability company, who is pers- ,known to me or who has produced a
as identification.
WITNESS my hand and official seal in the County and State last foresaid this 2
day of December, 2014,
My Commission Expires: 1. G,1�1
p�
4 6EY aRATTAN 3
My' �O Mh1SSI0N 8FF34S1
�O1 EXP'ff $ JUIy B, 2017
4U1 P. FtslgeN .wm
�;.
2MI326v2
Book27225 /Page829
Notary Public to of Florida
Print Name:
Page 2 of 2
Page 2 of 2
0
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MAY 22
Town of Gulfs
0180
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Gary R. Motes, CFA location: Cowntown Service Center
Palm Beach County o 15 m m m Im
Key
Property Appraiser ®FUt
Man Scale
BeIBC18d Parcels =100 =300 =500
Others 0200 _400
Notes:
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a"`" ��, Gory R. Nikolirs, CFA
Property Appraiser
;�'�r �.e�'�: Palm Beach County
Homestead Exemption
Location Address 3133 POLO DR
Municipality GULF STREAM
Parcel Control Number 20- 43- 46- 03 -05- 000 -0080
Subdivision GULFSTREAM PROPERTIES PL & REPL IN PB 18 PGS 27 & 98
Official Records Book 08085 Page 0962
Sale Date JAN -1994
Legal Description PLAT OF GULF STREAM PROPERTIESLT 8
Owners Mailing address
COE HEIDI J 3133 POLO DR
COE MICHAEL S & I DELRAY BEACH FL 33483 7335
Page 1 of 1
hilm V
Sales Date Price
OR Book /Page
Sale Type
Owner
JAN -1994 S315,000
08085 / 0962 WARRANTY DEED COE N11CHAEL..S
&
Exemption Applicant /Owner Year
Detail
COE MICHAEL S
2015
Number of Units 1
*Total Square Feet 2839
Acres 0.37
Use Code 0100 -SINGLE FAMILY Zoning RS -C
- Single Family - Core ( 20 -GULF
STREAM )
Tax Year
2014
2013
2012
Improvement Value
$197,464
$165,714
$95,734
Land Value
$831,263
$755,693
$812,573
Total Market Value
$1,028,727
$921,407
$908,307
All values are as of January 1 st each year
Tax Year
2014
2013
2012
Assessed Value
$499,806
$492,420
$484,189
Exemption Amount
$50,000
$50,000
$50,000
Taxable Value
$449,806
5442,420
$434,189
Tax Year
2014
2013
2012
Ad Valorem
58,574
$8,374
$8,090
Non Ad Valorem
$1,986
$1,985
$1,985
Totaltax
$10,560
$10,359
510,075
http: / /www.co.palm- beach. fl.us/ papa / Asps /Property DetaillPropertyDetai 1. aspx ?parcel= 204... 5/25/2015
°N`H`Ogy� Gary R. Nikolifs,CFA
Property Appraiser
°fin, te• °� Palm Beach County
Homestead Exemption
Location Address 3145 POLO DR
Municipality GULF STREAM
Parcel Control Number 20- 43- 46- 03 -05- 000 -0070
Subdivision GULFSTREAM PROPERTIES PL & REPL IN PB 18 PGS 27 & 98
Official Records Book 23650 Page 426
Sale Date DEC -2009
Legal Description PL OF GULF STREAM PROPERTIES LT 7
Page 1 of 1
aj� V
Owners
I
LLIAMS W GRANT II
--
LLIAMS W GRANT 11 &
Mailing address
'.ORGE PHILIP G TR
3145 POLO DR
GRANT WILLIAMS III ET AL TR TITL HLDRS
DELRAY BEACH FL 33483 7335
LLIAMS MARGARET P TR
�— - - -- - ---
LLIAMS W GRANT III TR
$350,000
Sales Date
Price
OR Book /Page
Sale Type Owner
DEC -2009
5740,620
23650 /0426
DEED OF TRUST WILLIAMS W GRANT III TR &
JUL -2009
$10
23342 / 1313
WARRANTY DEED WILLIAMS W GRANT
APR -1991
$350,000
06815/0192
WARRANTY DEED
MAR -1991
5100
06762 /0869
QUIT CLAIM
MAR -1990
$100
06607/ 1502
WARRANTY DEED
lz
511,496
$11,107
Non Ad Valorem
Exemption Applicant /Owner
WILLIAMS W GRANT II &
Year Detail
2015
Number of Units 1 "Total Square Feet 3122 Acres 0.38
Use Code 0100 - SINGLE FAMILY Zoning RS -C - Single Family - Core 120 -GULF STREAM )
Tax Year 2014 2013 2012
Improvement Value $258,182 $212,249 $121,307
Land Value $831,263 $755,693 $812,573
Total Market Value 51,089,445 $967,942 $933,880
http: / /www.co.palm- beach. fl. us/ papa / Asps /PropertyDetail /PropertyDetail. aspx ?parcel = 204... 5/25/2015
All values are as of January 1 st each year
Tax Year
2014
2013
2012
Assessed Value
$671,095
$661,177
$650,125
Exemption Amount
$50,000
550,000
$50,000
Taxable Value
$621,095
$611,177
$600,125
r Tax Year
2014
2013
2012
Ad Valorem
$11,767
511,496
$11,107
Non Ad Valorem
$175
$174
$174
Total tax
$11,942
$11,670
$11,281
http: / /www.co.palm- beach. fl. us/ papa / Asps /PropertyDetail /PropertyDetail. aspx ?parcel = 204... 5/25/2015
Page 1 of 1
4 °`� °�` °,� Gary R. Nikoliis,CFA Homestead Exemption
°� Property Appraiser
£R,, ,,Yep-° Palm Beach County Viliii� ! r�
Location Address 3157 POLO DR
Municipality GULF STREAM
Parcel Control Number 20- 43- 46- 03 -05. 000 -0060
Subdivision GULFSTREAM PROPERTIES PL & REPL IN PB 18 PGS 27 & 98
Official Records Book 24416 - Page 491
Sale Date MAR -2011
Legal Description PL OF GULF STREAM PROPERTIES LT 6
Owners Mailing address
LKLEI N PETER W & 3157 POLO DR
GERS KLEIN JENNIFER GULF STREAM FL 33483 7335
Sales Date Price OR Book /Page Sale Type Owner
MAR -2011 $1,165,000 24416/0491 WARRANTY DEED KLEIN PETER W &
NOV -2003 $765,000 16210/1612 WARRANTY DEED SCHULTZ DEAN H
JUN -1988 $100 05691 /1201 QUIT CLAIM
MAY -1988 S375,000 05691 / 1199 REP DEED
T- - -..
Exemption Applicant /Owner Year Detail
KLEIN PETER W & 2015
Number of Units 1 "Total Square Feet 5980 Acres 0.38
Use Code 0100 - SINGLE FAMILY Zoning RS -C - Single Family - Core ( 20 -GULF STREAM )_
Tax Year 2014 2013 2012
Improvement Value $1,384,921 51,332,333 $0
Land Value $831,263 $755,693 5812,573
Total Market Value $2,216,184 $2,088,026 $812,573
All values are as of January 1 st each year
Tax Year 2014 2013 2012
Assessed Value 52,119,346 $2,088,026 $812,573
Exemption Amount $50,000 550,000 SO
Taxable Value _ _ 52,069,346 $2,038,026 $812,573
Tax Year 2014 2013 2012
Ad Valorem $38,763 $37,892 514,776
Non Ad Valorem 51,615 $1,614 51,440
Total tax 540,378 $39,506 516,216
http: / /Www.co.palm- beach. fl. us / papa / Asps/ PropertyDetail lPropertyDetail.aspx ?parcel= 204... 5/25/2015
CIHCAGO TITLE
INSURANCE COMPANY
m
SCHEDULE A
Name and Address of Title Insurance Company:
GREENSPOON MARDER, P.A.
200 EAST BROWARD BLVD., SUITE 1800
FORT LAUDERDALE, FLORIDA 33301
File No.: 38083.0001
Address Reference: 3140 POLO DRIVE,
GULFSTREAM, FLORIDA 33483
Date of Policy: December 17, 2014 @12:49 P.M.
1. Name of Insured:
Op- RECEIVED
MAY 2 2 2015
Town of Gulfstream, FL
Policy No.: 7230609- 92680124
Amount of Insurance: $ 2,550,000.00
Premium: $ 8,950.00
JAMES CACIOPPO AND JENNIFER CACIOPPO, HUSBAND AND WIFE
2. The estate or interest in the Land that is insured by this policy is!
FEE SIMPLE
3. Title is vested in:
JAMES CACIOPPO AND JENNIFER CACIOPPO, HUSBAND AND WIFE
4. The Land referred to in this policy Is described as follows:
Lot 7, Gulf Stream Cove, in the Town of Gulf Stream, Florida, according to the map or
plat thereof, as recorded in Plat Book 24, Page(s) 185, of the Public Records of Palm
Beach County, Florida.
GREENSPOON MARDER, P.A.
s�
By:
MARK F. GRANT, V. P., Authorized Signatory
THIS POLICY VALID ONLY IF SCHEDULE B IS ATTACHED
ALTA Owners Policy W17/Ds)
I of 3 (With Florida Modiflwtlons)
Capyrlgbt Amrrican Land Tide Asrociadon. All rlgh4 rem"ed. The use of Ws Form is restricted w ALTA licensees end ALTA
mmbers in good stmid'mg ns ordtc date of use All other uses me prohibited. Reprinted under license from the American Lend Title
A55oneuan
210Sss44vI
CHICAGO TITLE
INSURANCE COMPANY
m
SCHEDULE 8
EXCEPTIONS FROM COVERAGE
File No.: 38083.0001 Policy No.: 7230609 - 92660124
This policy does not insure against loss or damage, and the Company will not pay costs, attorneys' fees,
or expenses that arise by reason of:
1. Taxes and assessments for the year 2015 and subsequent years, which are not yet due and payable.
2. Easements, claims of easements, boundary line disputes, overlaps, encroachments or other matters not
shown by the public records which would be disclosed by an accurate survey of the land.
3. Rights or claims of parties in possession not shown by the public records.
4. Any lien, or right to a lien, for services, labor, or materials heretofore or hereafter furnished, imposed by
law and not shown by the public records.
5 Taxes or assessments which are not shown as existing liens In the public records.
6. Any claim that any portion of the Insured land Is sovereign lands of the State of Florida, including
submerged, filled or artificially exposed lands accreted to such (and.
7. Any lien provided by Chapter 159, Florida Statutes, In favor of any city, town, village or port authority for
unpaid service charges for service by any water, sewer or gas system supplying the insured (and.
Items 2 thru 7 are hereby deleted.
B. Restrictions, covenants, conditions, easements and other matters as contained on the Plat
of Gulf Stream Cove, recorded In Plat Book 24, Page 185, as affected by Quit Claim Deed
recorded in Official Records Book 866, Page 1030, excluding any portion of the Insured
parcel lying westward of the mean -high water line of the South Cove and Resolution No.
14 -16 vacating and abandoning a drainage easement dated December 12, 2014, Official
Records Book 27242, Page 1995, of the Public Records of Palm Beach County, Florida.
9. Title to any submerged land included within the land described In this Policy is not insured.
10.Any and all rights of the United States of America over artificially filled lands In what were
Formerly navigable waters, arising by reason of the United States of America's control over
navigable waters in the interest of navigation and commerce, and any conditions contained
In any permit authorizing the filling In of such areas.
11. The inalienable rights of the public to use the navigable waters covering the lands
described on Schedule A,
THE TELEPHONE NUMBER TO PRESENT INQUIRIES OR OBTAIN INFORMATION ABOUT
COVERAGE AND TO PROVIDE ASSISTANCE IS 1- 800 - 669 -7450
2 d 3 ALTA Owners Policy (6117106)
(with Florida ModKestlass)
Copyright American Land Title Assodallon. All rights nnerwcd. The use of this Form is restricted to ALTA limucrs and ALTA r_as
membm in good sanding as of the date of use. All other uses are prohibited. Reprinted under license from the American rand Title
Association
21091S44v1
CHICAGO IITLE
INSURANCE COMPANY
File No.: 38083.0001 Policy No.: 7230609 - 92680124
12. Notwithstanding the legal description In Schedule A, this Policy does not Insure title to any
lands lying below the mean or ordinary high water line of any navigable or tidally
Influenced waters.
13. The nature, extent or existence of riparian rights Is not insured.
14. Matters shown on that certain survey prepared by O'Brien, Sutter & O'Brien, Inc., dated
May 22, 2014, under Job No. 14 -22db as follows:
a. Possible encroachments of other Improvements not located on survey, onto easements
and or over boundary lines.
b. Encroachment of wood dock over the Westerly Boundary of the subject property, the
title to which is not insured.
c. Bulkhead located 5' Easterly of the Westerly Boundary.
d. Westerly 5' or the subject property Is submerged and Is located within "North Cove ".
e. Encroachment or Lift Station into the Dedication and Grant of Public Drainage Easement
to Town of Gulf Stream, dated December 12, 2014, filed December 17, 2014, recorded in
Official Records Book 27225, Page 827.
15. Terms, conditions, and provisions of Dedication and Grant of Public Drainage Easement to
Town of Gulf Stream, dated December 12, 2014, filed December 17, 2014, recorded In
Official Records Book 27225, Page 827.
NOTE: Duplicate Dedication and Grant of Pubic Drainage Easement to Town of Gulf Stream,
dated December 15, 2014 filed December 24, 2014, recorded In Official Records Book
27243, Page 3.
16. Any lien or right to a lien for services, labor or materials which may take priority over the
estate or Interest Insured by reason of Notice of Commencement, recorded on September
3, 2014 in Official Records Book 27016, Page 1591, of the Public Records of Palm Beach
County, Florida.
NOTE: All recording references In this commltment/pollcy shall refer to the public records of
Palm Beach County, Florida, unless otherwise noted.
THE TELEPHONE NUMBER TO PRESENT INQUIRIES OR OBTAIN INFORMATION ABOUT
COVERAGE AND TO PROVIDE ASSISTANCE IS 1 -600- 869 -7450
ALTA Owners Policy (6117 10(i)
3 of 3 (with Florida Modillutions)
Copyright A.erlcan Land Title Association. AR rights rescmrd. The use of this Fam is restricted to ALTA licensees and ALTA aav
.embus in good standing a of the date of use. All other uses are prohibited. Reprinted under licunse from the American Land Title
Association
210815441 •-
CtncAOOTITLr
WSURANCECOMPANY
5996 -10- 5011433. 2015.7230609. 92680124
OWNER'S POLICY OF TITLE INSURANCE
Issued by
Chicago Title Insurance Company
Anynotice of claim and any othernodce orstatement in writing required to be given to the Company underthis Policymust be given
to the Company at the address shown in Secdon 18 of the Conditions.
COVERED RISKS
SUBJECTTO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE B, AND THE CONDITIONS, CHICAGO
TITLE INSURANCE COMPANY, a Nebraska corporation, (the 'Company) insures, as of Date of Policy, against lass or damage, not exceeding the Amount of
Insurance, sustained or Incurred by the Insured by reason of
t. Tire being vested other than as stated in Schedule A.
2. Any defect in or lien or encumbrance on ate Titre. This Covered Risk Includes but is not limited to insurance against loss from
(a) A defed in the Title caused by
(i) forgery, fraud, undue Influence, duress, incompetency, incapacity, or impersonation;
(h) ftslure of any person or Entity to have authorized a transfer or conveyance;
(u) a document affecting Title not property created, executed, witnessed, sealed, acknowledged, notarized, or delivered;
(iv) failure to perform those acts necessary to create a document by electronic means authorized by law;
(v) a document executed under a falsified, expired, or otherwise Invalid power of attorney;
(w) a document nd property Ned, recorded, or Indexed In the Pubic Records Including failure to perform those acts by eacbonic means authorized by
law; or
(vi) a defective judicial or admix sbative proceeding.
(b) The Iles of real estate taxes oressessments imposed on the Title by a govemmental authority due or payable, but unpaid.
(c) Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete
Wit survey of the Land. The term encroachment- Includes encroachments of existing improvements located on the Land onto adjoining lend, and
encroachments onto the Land of existing improvements located on adjoining land.
3. Unmarketable Title.
4. No right of access to and from the Land.
5. The violation or enforcement of any law, ordinance, permit, or governmental regulation (Induding those relating to building and zoning) restricting, regulating,
prohibiting, or relating to
(a) the occupancy, use, or enjoyment of the Land;
(b) fire character, dimensions, or location of any improvement erected on the Land;
(c) the subdMsion of land; or
(d) environmental protection
i a notice, describing any pad of the Land, is recorded in the Public Records setting forth the violation or Intention to enforce, but only to the extent of the
violation or enforcement referred to in that notice.
6. An enforcement action based on the exercise of a governmental police power not covered by Covered Risk 5 8 a notice of the enforcement a.6on, describing
any part of the Land, is recorded In the Public Records, but only to the extent of the enforcement referred to In that notice.
7. The exercise of the this of emin ant domain 8 a notice of the exercise, describing any pad of the Land, is recorded In the Public Records.
8. Arty taking by a governmental body that has occurred and is binding on the rights of a purchaser for value without Knowledge.
9. Title being vested other than as stated in Schedule A or being defective
(a) as a result of the avoidance in whole or in part or from a court order providing an ahemative remedy, of a transfer of all or any part of the title to or any
Interest in the Land occurring prior to the transaction vesting Title as shown in Schedule A because that prior transfer constituted a fraudulent or
preferential transfer under federal bankruptcy, state insolvency, or similar creditostights laws; or
ALTA
Copyright American land Tulle Ansoeladon All rights raurved. The ua: ofthis roan is restricted to ALTA licensees and ALTA member, in Wad �y jaL
standing ins ofthe date ofusc. All other uses we prnl :ibited Reprinted under license from the American Land Tide Asseeiadun.
(b) because the Instrument of transfer vesting Title as shown In Schedule A oonstiWks a preferential transfer under federal bankruptcy, state Insolvency, or
sYm7ar credlors' rights laws by reason of the future of is recording in the Public Records
(i) to be tingly, or
(ti) to impart notice of Its existence to a purchaser forvalue or to ejudgmeni m Hen credlor.
10. Any defect In or Fen or encumbrance on the Tdk or other matter Included In Covered Risks 1 through 9 that has been created or attached or has been filed or
recorded In the Public Records subsequent to Date of Policy and prior to the recording of the deed or other Instrument of transfer In the Public Records that vests
rile as shown in Schedule A.
The Company vn11 also pay the costs, atiomeys' fees, and expenses Incurred In defense of any matter insured against by this Policy, but only to the extent provided
in the Conditions.
In t44fness Marat:4 CHICAGO TITLE INSURANCE COMPANY, has caused this potty to be signed and sealed as of Data of Potty shown In Schedule A, the
policy to become valid when countersigned by an authorized signatory of the Company,
r'
Counhusgned:
Authorized SiMfatory
MARK F. GRANT
5996FL 5011433
Grecnspoon Murder, P.A.
200 E Broward Blvd Ste 1800
Fort Lauderdale, FL 33301
Te): (954) 491 -1120
Fax: (954) 774.9564
CFUCAGO TTTI.r INSURANCE COMPANY
sr.
i
tsw?,
CapyrixhlAmerkan laud Title Aurusesan. prohibhssresptutte under from the AmencanL Lind Ti licensees end ALTA manlxrs In mod c�V"
sWdin6 ns of rite rime of lac. All other uses are prohibited. Reptinttd under license from the Americnn Lend Tidc Asmciedon. ':¢..,
EXCLUSIONS FROM COVERAGE
The following matters are expressly excluded from the coverage of this
policy, and the Company will not pay loss or damage, costs, attorneys' tees,
or expenses that edge by reason of
1. (a) Arty law, ordnance, permit, or governmental regulation (including
those relating to building and zoning) restricting, regulating, prohibiting, or
relating to
(1) the occupancy, use, or enjoyment of the Land;
(If) the character, dimensions, or location of any Improvement
erected on the Land; 4
(9I) fire subdivision of land; or
(iv) environmental protection;
(a) created, suffered, assumed, or agreed to by the Insured Claimant
(b) not Known to the Company, not recorded In the Pubic Records at
Date of Polley, but Known to the Insured Claimant and not disclosed
In writing to the Company by the Insured Claimant prior to the date
the Insured Claimant became an Insured under this pocky,
(c) resulting In no loss or damage to the Insraad Claimant;
(d) attaching or created subsequent to Date of Polley; or
(e) resulting in loss or damage that would not have been sustained it the
Insured Claimant had paid vakle for the Title.
Any damn, by reason of the operation of federal bankruptcy, state
Insolvency, or similar craditers' rights laws, that the bar sacdon vesting the
Title as shown In Schedule A, is
or the effect of any violation of these laws, ordinances, or (a) ahaudulent conveyance or traudulenttrans fern, or
g e cover n e provided urn This Covered s Risk i (aJ does not muddy or GmA (b) a preferential transfer for" reason not stated In Covered Risk 9 of
the coverage provided under Covered Risk 5.
(b) Amy Bovemmantal po rice power. This Exclusion 1(b) does not muddy IFIs policy.
or limit the coverage provided under Covered Risk 6, S. Any lien on the Title for real estate taxes or assessments Imposed by
2. Rights of eminent domain. This Exclusion does not modify or Fmk the gavemmenlal authority, and created or attaching between Date of Policy
coverage provided under Covered Risk 7 or& and the date of recording of the deed or other instnmenl of transfer in the
Public Records that vests Title as shown In Schedule A.
3. Defects, kens, encumbrances, adverse daims,or other matters
CONDMONS
1. DEFINITION OF TERMS
Insured named in Schedule A for estate planning
The fallowing terms when used M this policy mean:
purposes.
(e) 'Amount of Insurance': The amount stated in Schedule A, as may be
(it) With regard to (A), (8), (C), and (D) reserving, however, all rights
and defenses as to any successor 91st the Company would have
Increased or decreased by endorsement to this poicy, Increased by
Section 8(b), or decreased by Sections 10 and 11 of these
had against any predecessor Insured.
Conditions.
(e)
'Insured Claimant": An Insured claiming loss or damage.
(b) 'Data of Policy': The date designated as 'Date of Polio in Schedule
(f)
' Knowledge' or 'Known": Actual knowledge, not constructive
A.
knowledge or notice that may be knputed to an Insured by reason of
(c) 'Entity': A corporation, partnership, trust In fled Itabfl ty company, or
the Public Records or any other records that impact constructive
other similar legal entity.
notice of matters affecting the Title.
(d) 'Insured': The Insured named in Schedule A.
(9)
"Land': The land described in Schedule A, and affixed Improvements
(1) The term 'Insured' also Includes
that by law constitute real property. The term 'Land' does not include
any property beyond the fines of fie area described in Schedule A,
(A) successors to the Tds of the Insured by operation of law
nor any right, title, Interest estate, or easement In abutting streets,
as distinguished from purchase, including heirs, devisees,
roads, avenues, wheys, lanes, ways, or waterways, but this does not
survivors, personal representatives, or next of kin;
modify or funit the exteof that a rig hl of access to and from the Land is
(D) successors to an Insured by dissolution, merger,
insured by this policy.
consolidation, distribution, or reorganization;
(h)
'Mortgage: Mortgage, deed of trust, trust deed, or other security
(C) successes to an Insured by its conversion to another kind
instrument Including one evidenced by electronic means authorized
of Entity;
by law.
(D) a grantee of an Insured under a deed delivered without
O
'Public Records'., Records established understate statutes at Dale of
payment of actual valuable consideration conveying the
Policy for the purpose of Impeding constructive notice of matters
Title
relating to real property to purchasers for vane and without
(1) i the stock, shares, memberships, or other equity
Knowledge. With reaped be Covered Risk S(d),'Public Records' shall
also include environmental protection inns filed n the records of the
interests of the grantee are wholly-owned by the
named Insured,
clerk of the United States District Court for the district where the Lend
(2) 9 the grantee wholly owns the named Insured,
(3) if the grantee is wholly-owned by an affiliated Entity of
(�
is located.
'Tice : The estate or interest descrbed in Schedule A
'Unmarketable
the named Insured, provided the affiliated Entity and
(k)
Ti9e': Title affected by an alleged or apparent matter
Me named Insured are both wholly-owned by the
that woudd permit a prospective purchaser or lessee of the Title or
lender on the Title to be released from the obligation to purchase,
same person or Entity, or
(d) 8 the grantee Is a trustee or beneficiary of a trust
lease, or lend I there is a contractual condition requiring the delivery
created by a wddan Instrument established by the
of marketable tide,
f809 7 a 0
rm
ALTA Om'a Panty (WITM9)
Copyright American Land Tide Astodation. AD rights reserved. The use ofdds Faro is r,strkted w ALTA iicemea and ALTA members in good �wIl m
standing as of the date of use. All ocher uses are pmh 1bitd. ReprinW undo liceme them the American land Title Association.
Jit-
2. CONTINUATION OF INSURANCE
The coverage of this policy shall continue In force as of Date of Policy In
fawn of an Insured, but only so long as the Insured retains an estate or
Interest in the Land, or holds an obligation secured by a purchase money
Mortgage given by a purchaser fmm the Insured, or only so long as the
Insured shall have liability by reason of warranties in any transfer or
conveyance of the TWe. This Policy shall not Continue in fora In fawn of
any purchaser from the Insured of either () an estate or Interest In the
Land, or (a) an obligation secured by a purchase money Mortgage given to
the Insured.
3. NOTICE OF CLAIM TO BE GIVEN BY INSURED CLARANT
The Insured shall notify the Company promptly in writing () in case of any
litigation as set forth in Section 5(a) of these Conditions, (d) In case
Knowledge shall come to an Insured hereunder of any claim of title or
Interest that is adverse to the Tits, as Insured, and that might cause loss
or damage for which the Company may be liable by virtue of this policy, or
(tit) g Use Title, as Insured, is rejected as Unmarketable Title. It the
Company Is prejudiced by the failure ar the Insured Claimant to provide
prompt notice, the Company's tiablily to the Insured Claimant under the
Policy shalt be reduced to the extent of the prejudice.
4. PROOF OF LOSS
In the event the Company is unable to determine the amount of loss or
damage, the Company may, at its option, require as a condition of
payment that the Insured Clamant fumish a signed proof of loss. The
Proof of loss must describe the defect, len, encumbrance, or other matter
insured against by this policy that oonstWtes the basis of loss or damage
and shag state, to the extent possible, the basis of calculating the amount
of the loss or damage.
S. DEFENSE AND PROSECUTION OF ACTIONS
(a)
(b)
(c)
Upon written request by the Insured, and subject to the options
contained in Section 7 of these Conditions, the Company, at Its own
cost and without unreasonable delay, shall provide for the defense of
an Insured In litigation in which any third party asserts a claim
covered by this policy adverse to the Insured. This obligation is
limited to only those stated Causes of action alleging matters insured
against by this policy. The Company shag have the right to select
Counsel of its choke (subject to the tight of the Insured to object for
reasonable cause) to represent the Insured as to those stated causes
of action. It shag not be liable Ior and Will not pay the fees of any other
counsel. The Company will not pay any fees, costs, or expenses
incurred by the Insured in th e defense of those causes of action that
allege matters not Insured against by this policy.
The Company shag have the right in aci irmn to the options
contained In Section 7 of Mesa Conditions, at its own cost, to Institute
and prosecute any action or proceeding or to do any other act that In
its opinion may be necessary or desirable to establish the Ti M, as
Insured, or to prevent or reduce loss or damage to the Insured. The
Company may take any appropriate action under the terms of this
policy, whether or not it shag be liable to the Insured. The exercise of
these rights shall not be an admission of liability or waiver of any
Provision of this policy. If the Company exercises its rights under this
subsection, it must do so diligently.
Whenever the Company brings an a-Wn or asserts a defense as
required or permitted by this policy, the Company may pursue the
litigation to a rural determination by a court of Competent jurisdiction,
and it expressly reserves the right, In its sole discretion, to appeal any
adverse judgment or order.
8. DUTY OF INSURED CLAIMNT TO COOPERATE
(a) In al cases where this policy permits or requires the Company to
prosecute or provide for the defense of any action or proceeding and
any appeals, the Insured shall secure to the Company the right to to
Prosecute or provide defense In the action or proceeding, Including
the right to use, at its option, the name of the Insured for this purpose.
Whenever requested by the Company, the Insured, at the Company's
expense, shall give the Company all reasonable aid n In securing
evidence, obtaining witnesses, prosecuting or defending the action or
proceeding, or effecting settlement, and (iii In any other lawful act that
In the opinion of the Company may be necessary or desirable to
establish the Title or any other matter as Insured. If the Company Is
prejudiced by the failure of the Insured to hardsh the required
cooperation, the Company's obligations to the Insured tauter the
policy shall terminate, Including any liability or obligation to defend,
prosecute, or continue any litigation, with regard to the matter or
matters requiring such cooperation,
(b) The Compaq may reasonably require the Insured Clamant to submit
to examination under oath by any authorized representative of the
Company and to produce for examination, inspection, and Copying, at
such reasonable times and places as may be designated by the
authorized representative of the Company, all records, in whatever
medium maintained, Including books, ledgers, checks, memoranda,
correspondence, reports, a -mail$, disks, tapes, and videos whether
bearing a date before Drafter Date of Palley, that reason ably pertain
to the loss or damage. Further, g requested by any authorized
representative of the Company, the Insured Claimant shag grant its
permission, in writing, for any authorized representative of the
Company to examine, Inspect and copy all of these records In the
custody or control of a third parry that reasonably pertain to the loss
or damage. Ali information designated as confidential by the Insured
Claimant provided to the Company pursuant to this Section shall not
be disclosed be others unless, In the reasonable judgment of the
Company, it Is necessary In the administra3on of the claifft Faik" of
the Insured Claimant to submit for examination under oath, produce
any reasonably requested Information, or grant permission to secure
reasonably necessary information from third parties as required in this
subsection, unless prohibited by law or governmental regulation, shall
terminate any lability of the Company under this policy as to that
claim.
7, OPTIONS TO PAY OR OTHERWISE SETTLE CLAIMS; TERMINATION
OF LIABILITY
In case of a claim under this policy, the Company shall have the following
additional options:
(a) To Pay or Tender Payment of the Amount of Insurance. To pay or
tender payment of the Amount of Insurance under this policy together
with any coats, atlameys' fees, and expenses incurred by the Insured
Claimant that were authorized by the Company up to the time of
payment or tender of payment arld that the Comparry is obligated to
pay.
Upon the exercise by the Company of this option, all liability and
obligations of the Company to the Insured under this policy, other
than to make the payment required In this subsection, shall laminate,
Including any liability or obligation to defend, prosecute, or continue
arty litigation.
(b) To Pay or Otherwise Settle With Parties Other Than the Insured or
With the Insured Claunant.
(h) to pay or otherwise settle with otter parties foror in the name of
an Insured Claimant any claim Insured against under this policy.
In addition, the Company will pay any costs, atiomeys' fees, and
ALTA
Copyright American Lend Title Amods don. All rights rmmd, The we of this Form is rodricird to ALTA licauces and ALTA mcmbm in 1psod ' Fr
sanding as ofthe date of use. All other uses ate prohibited. Repshmd under iiceme from the American Land Tide Associadan. '�
expenses incurred by the Insured Claimant that were audwraed
by the Company up to the time of payment and that the
Company is obligated to pay, or
(II) to pay or otherwise sable with the Insured Claimant the loss or
damage provided for under this policy, together with any costs,
attomeys'fees, and expenses incurred by the Insured Claimant
that were authorized by the Company up to the time of payment
and that the Company is obligated to pay.
Upon the exercise by the Company of either of the options provided
for in subsections(b)(i) or e, the Companys obkgawns to the
Insured under this policy for the calmed loss or damage, other than
the payments required to be made, shall terminate, Including any
liability or cbligstlon to defend, prosecute, or continue any litigation.
S. DETERMINATION AND EXTENT OF LIABILITY
This policy is a contract of indemnity against actual monetary loss or
damage sustained or Incurred by the Insured Claimantwho has suffered
loss or damage by reason of matters Insured against by this policy.
(a) The extent offlabilltyof the Company for loss or damage under this
policy shall not exceed the lesser of
(1) the Amount of Insurance; or
(il) the difference between the value of the Title as Insured and the
value of the This subject to the risk Insured against by this
policy.
(b) If the Company pursues its rights under Section 5 of these Condtions
and is unsuccessful In establishing the Title, as Insured,
(f) the Amount of Insurance shat be Increased by 10%, and
(II) the Insured Claimant shall have the right to have the loss or
damage determined either as of the date the claim was made by
the Insured Claimant or as of the date B Is settled and paid.
(c) In addition to the extent of liability under (a) and (b), the Company will
also pay Lose costs, adomeys' fees, and expenses Incurred in
accordance with Sections 5 and 7 of these Conditions.
9. LIMITATION OF LIABILITY
(a) b the Company establishes the Tice, or removes the alleged defect,
Ben, or encumbrance, or cures the lack of a right of access to or from
the Land, or cures the daim of Unmalcetable Title, all as insured, In a
reasonably diligent manner by any meted, including Wilation and the
completion of any appeals, B shall have fully performed Its obligations
with inspect to that matter and shall not be table for arty loss or
damage caused to the Insured.
(b) In the event of any litigation, Including litigation by the Company or
with the Company's consent, the Company shag have no liability for
loss or damage until there has been a final determination by a court
Of competent jurisd'xttlor, and disposition of at appeals, adverse to
the Title, as Insured.
(c) The Company shag rot be liable for loss or damage to the Insured for
IiaNity voluntarily assumed by the Insured In seWirg any claim or suit
without the prior written Consent of the Company.
10. REDUCTION OF INSURANCE; REDUCTION OR TERMINATION OF
LIABILITY
All payments under this policy, except payments made for costs, shomeys'
fees, and expenses, shall reduce the Amount of insurance by the amount
of the payment.
11. LIABILITY NONCUMULATNE
The Amount of Insurance shall be reduced by any amount the Company
Pays under any poky Insuring a Mortgage to which exception Is taken In
Schedule B or to which the Insured has agreed, assumed, ortaken
subject, or which is executed byan Insured after Date of Policy and which
Is a charge or Gen on the Title, and the amount so paid shall be deemed a
payment to the Insured under this patty.
12 PAYMENT OF LOSS
When lability and the extent of lose or damage have been definttely fixed
In accordance with these Conditions, the payment shall be made within 30
days.
13. RIGHTS OF RECOVERY UPON PAYMENT OR SETTLEMENT
(a) Whenever the Company shall have settled and paid a Claim under
this policy, it shall be subrogated and e*%d lo the fights of the
Insured Claimant In the Title and all other rights and remedies in
respect to the claim that the Insured Claimant has against any person
or property, to the extent of the amount of any loss, costs, abomeye
fees, and expenses paid by the Company, If requested by the
Company, the Insured Claimant shat execute documents to evidence
the transfer to the Company of these rights and remedies. The
Insured Claimant shall permit the Company to sue, compromise, or
settle In the name of the Insured Claimant and to use the name of the
Insured Claimant in any transaction or litigation Involving these rights
and remedies.
N a payment on account of a claim does not fully cover the loss of the
Insured Claimant, the Company shall defer the exercise of is right to
recover uMll after the Insured Claimant shall have recovered In loss
(b) The Company's right of subrogation Includes the fights of the Insured
to Indemnities, guaranties, other policies of insurance, or bonds,
notwithstanding any terns or conditions contained In those
instruments that address subrogation rights.
11. ARBITRATION
Unless prohibited by applicable law, arbitration pursuant to the Title
Insurance Arbitration Rules of the American Arbitration Association may be
demanded if agreed to by both the Company and the Insured at the Bme of
a controversy or daim. Arbitrable matters may Include, but am not limited
to, any controversy or claim between the Company and the Insured alsng
out of or relating to this policy, and service of the Company n connection
with its issuance or the breech of a policy provision or other oblgabon.
Arbitration pursuant to this poky and under the Rules In effect on the dare
th a demand for arbitration Is made or, at the option of the Insured, the
Rules In effect at Date of Policy shall be binding upon the parties. The
award may Include abomeys' fees only t the laws or the stale In which the
Land is located permit a court to award aftomeys' fees to a prevailing
party. Judgment upon the award rendered by the Arbtralm(s) may be
entered In any court having Jurisdiction thereof.
The law of the stus of the lard shall apply to an arbitration under the TIUB
Insurance Arbitration Rules, A copy of the Rules may be obtained from the
Company upon request
ALTA Owner's
Copyright Anedrao Land Titte Anoriaeoo. Ail rleha reserved The use orthie Form is regricled to ALTA lieemees end ALTA member in pod '::i /i
sanding as ofehe date of me. All oder ores are prohibited Reprinted cider license from 14 Ameriw Lend TIdC A=jauon.
15. LIABILITY LIMITED TO THIS POLICY; POLICY ENTIRE CONTRACT
(a) This policy together with all endorsements, t any, allchad to tby the
Company is the entire policy and contract between the Insured and
the Company. In interpreting any provision of this policy, this policy
shag be construed as a whop.
(b) Any claim of loss or damage that aims out of the status of the Title
or by any action asserting such claim whether or not based on
negligence stall be restricted to this policy.
(c) Any amendment of or endorsement to this policy must be In writing
and authenticated by an authorized person, or expressly incorporated
by Schedule A of this policy.
(d) Each endorsement to this policy issued at any time is made a part of
this policy and is subject to all of is terms and provisions, Except as
the endorsement expressly stales, N does not 0 modify any of the
terms and provisions of the policy, M molly any prior endorsement,
(m) extend the Date of Policy, or (N) Increase the Amount of
Insurance.
16. SEYERABILTTY
In the event any provision of this policy, in whop or in part, is held invafd
or unenforceable under applicable law, the policy shall be deemed not to
Include that provision or such part held to be Invalid, but all other
provisions shall remain in full force and effect.
17. CHOICE OF LAW; FORUM
(a) Choice of Law: The Insured acknowledges the Company has
underwritten the risks covered by this policy and determhad the
Premium charged therefor in reliance upon the law affecting interests
In real property and applicable to the Interpretation, rights, remedies,
or enforcement of policies of fille Insurance of the jurisdiction where
the Land Is located.
(b) Therefore, the court or an arbitrator shag apply the law ofthe
jurisdiction where the Land's located to detemvne the validity of
claims against the Title that are adverse to the Insured and to
Interpret and enforce the ferms of this policy. In neither case shoo the
court or arbitrator apply its conflicts of law principles to determine the
applicable law.
(c) Choice of Forum: Any litigation or other proceeding brought by the
Insured against the Company must be filed only in a state or federal
court within the United States of America or Its territories having
appropriate jurisdiction,
13. NOTICES, WHERE SENT
Any notice of claim and any other notice or statement in writing required to
be given to line Company under this policy must be given to the Company
at Chicago Tite Insurance Company, Atn: Claims Department, P.O. Box
45023, Jacksonville, FL 32232.5023.
ALTA 0w r'a
Copyright American Lend Tlde Association. All rights remn'ed The use orthis Fors is remitted to ALTA li mseet and ALTA naembe t in good
standing u of the date of=. All aher usn we prohibited. Reprinted urider licuoe enm the Amer(ran LaM Titk Aameiation.
ORDER # DATE RECEIVE J
GARY R. NIKOLIT , CFA
PALM BEACH COUNTY PROPERTY APPRAISER
301 N OLIVE AVENUE —1 IT FLOOR
WEST PALM BEACH, FL 33401
REQUEST FOR DATA RUN OR PROPERTY INFORMATION
NAME OF COMPANY AND/ OR INDIVIDUAL: Seaside Builders LLC
(PRINT)
ADDRESS: _ 165 NE 4th Ave Ste 104 Delray Beach FL 33483
(PRINT)
TELEPHONENUMBER(S): 561 - 272 -9958 E- MAILADDRESS: ecutaia(cbseasidebuildersfla.com
RADIUS — OPTIONAL - WHERE NEEDED, (INDICATE NUMBER OF FEET FROM STARTING POINT): 25'
PROPERTY CONTROL NUMBERS (PCN'S) — FOR VARIANCES: 20- 43- 46- 03 -04- 000 -0070
PUBLIC RECORDS - DESCRIPTION OF RUN OR AREA REQUESTED:
INDICATE AMOUNT VARIANCE REQUEST OWNER(S) OF CONDO UNITS
NEEDED:
X RADIUS MAP SETS TAX ROLL RECEIPTS
X LABEL SETS CD FORMAT (CSV)
OWNERS LIST EXCEL FORMAT
I, THE UNDERSIGNED, WISH TO ORDER THE ABOVE DESCRIBED DATA RUN; (ORDER WILL BE PROCESSED ONLY AS MARKED
OR AS INDICATED ABOVE).
I UNDERSTAND THAT I WILL BE RESPONSIBLE FOR ANY CHARGES INCURRED FROM
CONTACT: PUBLIC SERVICE DEPARTMENT - VARIANCES
PROPERTY APPRAISER PUBLIC RECORDS
PHONE: 561- 355.2881 FAX: 561-355-1526
Liz Cutaia
(PRINT CONTACT NAME)
(SIGNATURE)
05/12/15
(DATE)
D8t8RunReq. Revleed.08.2012
OFFICE USE ONLY
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F
DRAWING INDEX
AND WINDOW
UJ:111Fd
PROJECT INFORMATION
PROPOSED PROJECT: SINGLE FAMILY -RESIDENTIAL
GROUP R
GOVERNING CODE: FBC 2010 EDITION, FFPC 2007 EDITION, NFPA 1 UFC FLORIDA
2010 EDITION, NFPA 101 LSC FLORIDA 2010 EDITION
MEAN ROOF HEIGHT: 23'-11" MEAN ROOF HEIGHT
TYPE OF
TYPE V UNSPRINKLERED
CONSTRUCTION:
CVR
COVE
_
S-1
SURV
EXPOSURE:
ARCHITECTUR
ZONING DISTRICT:
SP -1
SITE F
FRONT SETBACK =30' PROVIDED: FRONT SETBACK = 30'-1"
A-1.1
GROU
SIIR4IITIAI S:
A-1.2
SECO
SIDE STREET = N/A SIDE STREET = NIA
A-2
ROOF
A-3.1
EAST
A-3.2
NORT
A-4
DOOR
LANDSCAPE
L-1
LAYOU'
L-2
PLANTA
L-3
ELEVAI
L-4
SPECIF
DRAWING INDEX
AND WINDOW
UJ:111Fd
PROJECT INFORMATION
PROPOSED PROJECT: SINGLE FAMILY -RESIDENTIAL
GROUP R
GOVERNING CODE: FBC 2010 EDITION, FFPC 2007 EDITION, NFPA 1 UFC FLORIDA
2010 EDITION, NFPA 101 LSC FLORIDA 2010 EDITION
MEAN ROOF HEIGHT: 23'-11" MEAN ROOF HEIGHT
TYPE OF
TYPE V UNSPRINKLERED
CONSTRUCTION:
22 2015
BUILDING DESIGNED:
ENCLOSED
WIND SPEED:
170 MPH ULTIMATE WIND SPEED
EXPOSURE:
C
ZONING DISTRICT:
GULF STREAM CORE DISTRICT
REQUIRED SETBACKS:
FRONT SETBACK =30' PROVIDED: FRONT SETBACK = 30'-1"
PLA\ REVIEW': RJ
REAR SETBACK = 30' REAR SETBACK =46-11"
SIIR4IITIAI S:
SIDE SETBACK = 20' AND 38'-11" SIDE SETBACK = 20'-0"146-8"
GL:1 F STREAM SUBMITTAI.
SIDE STREET = N/A SIDE STREET = NIA
CLIENT
JIM AND JENNIFER CACIOPPO
1220 NORTH OCEAN BLVD
GULF STREAM, FLORIDA 33483
TELEPHONE: 561-270-2380
ARCHITECT
RICHARD JONES ARCHITECTURE
10 S.E. FIRST AVENUE, SUITE 102
DELRAY BEACH, FL. 33444
TELEPHONE: 561-274-9186
GENERAL NOTES
RICI IARD JONES
No
No
CACIOPPO RESIDENCE ARCIETEC7TJRE
3140 POLO TRT ♦ E 10 SV5612491 AMEN U EISUHL
Y L DRIVE DELRAY BEACH. FLORIDA 334:1
V 561'74.9186 1 F 561 27- 196
AA26001617 11026001056
GULF STREAM, FLORIDA > PECEIRHI BECOM
AV r, le-WFn SET MAY 2 2 015
JU 10 2015 Town of Gulfst eam, F:
TOWN LSF
GD1. PRIOR TO THE SUBMISSION OF ANY BIDS THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND VERIFY THE ARCHITECTS DIMENSIONS, DETAILS, AND
INFORMATION PERTAINING TO THE PROJECT IF ANY DISCREPANCIES, CONFLICTING INFORMATION. ERRORS OR OMISSIONS ARE PRESENT. THE CONTRACTOR
SHALL NOTIFY THE ARCHITECT AND THE OWNER IMMEDIATELY. ANY DISCREPANCY, OR CONFLICT NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT AND
OWNER PRIOR TO THE FINAL BID SUBMISSION SHALL BE CORRECTED BY THE CONTRACTOR AT NO AnDITIONAL COST TO THE OWNER.
G02. DRAWINGS CONFORM TO BUILDING STANDARD GUIDELINES AND DECLARATION OF COVENANTS, WITH SOME APPROVED EXCEPTIONS
G03. THE CONTRACTOR SHALL INCLUDE ALL WORK NECESSARY TO ASSURE THEPROJECTS COMPLIANCE WITH THE MOST STRINGENT REQUIREMENTS OF
OJEC
THE FLORIDA BUILDING CODE. CURRENT LOCAL EDITION, NFPA-101, AND ALL OTHER APPLICABLE CODES AS GENERALLY DEPICTED IN THESE DRAWINGS.
G04 DIMENSIONS AS INDICATED ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER SCALING OF THE DRAWINGS THE DIMENSIONS INDICATED ON THE
DRAWINGS ARE CALCULATED BY COMPUTER AND ROUNDED TO THE NEAREST INCH THE LOCATION OF PARTITIONS TO THE CENTERS OF MULLIONS OR TO
ALIGN WITH FINISHES SHALL TAKE PRECEDENCE OVER WRITTEN DIMENSIONS WHEN SO NOTED
G05. THE CONTRACTOR AND ALL SUBCONTRACTORS AND ALL VENDORS SHALL FAMILIARIZE THEMSELVES WITH AND CONFORM TO ANY AND ALL
REQUIREMENTS SET FORTH BY THE BUILDING OWNER OR MUNICIPALITY RELATIVE TO THE HOURS OF WORK,
G06. THE WORK SHALL BE LIMITED TO THE SCOPE REASONABLY INFERRED IN THE CONTRACT DOCUMENTS. NO ADDITIONAL WORK SHALL BE EXECUTED
WITHOUT THE PRIO0. WRITTEN APPROVAL OF THE OWNER AND ARCHITECT. ANY ADDITIONAL WORK DONE WITHOUT PRIOR WRITTEN APPROVAL SHALL BE
AT THE SOLE EXPENSE OF THE CONTRACTOR.
GOT SHOULD THE SCOPE OF WORK FOR ANY REASON NOT BE FULLY INDICATED ON THE CONTRACT DOCUMENTS THE ARCHITECT SHOULD BE CONTACTED
IMMEDIATELY.
GOB. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, AND SECURE ALL CERTIFICATES OF INSPECTION AND OCCUPANCY THAT ARE REQUIRED BY THE
GOVERNING JURISDICTION. THE OWNER SHALL RECEIVE A COPY OF THE PERMIT UPON ISSUANCE
G09. TME CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE. COORDINATING ALL SUBCONTRACTORS, SUPPLIERS AND VENDORS.
G 10. THE CONTRACTOR SHALL NOT ALLOW ON THE PROJECT, ANY MATERIALS CONTAINING ASBESTOS, PETROLEUM OR PCB ALL FIREPROOFING MUST
LIKEWISE BE FREE OF THE ABOVE DESCRIBED MATERIALS.
G11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND DISTRIBUTING ALL CURRENT DRAWINGS TO ALL SUBCONTRACTORS AND VENDORS
DURING THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL MAINTAIN ON SITE IN A CONVENIENT LOCATION, A COMPLETE SET OF THE SIGNED AND
SEALED PERMIT DOCUMENTS, INCLUDING ALL THE LATEST REVISIONS, ADDENDUM, SHOP DRAWINGS, AND SUPPLEMENTAL INFORMATION AS MAY BE
REQUIRED FOR PROPER EXECUTION OF THE PROJECT
G12. THE CONTRACTOR SHALL COORDINATE ALL OWNER OR TENANT SUPPLIED ITEMS, AND INCORPORATE THE INSTALLATION INTO THE CONSTRUCTION
SCHEDULE. VERIFY THE SCOPE OF SUCH ITEMS PRIOR TO BID SUBMITTAL.
G13. THE CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL WORK WITH SUBCONTRACTORS, SUPPLIERS, VENDORS AND SPECIALTY CONTRACTORS.
Gi4. THE CONTRACTOR SHALL MAINTAIN SUPERVISION ON SITE WHENEVER WORK IS BEING PERFORMED.
G15. ALL WORK DONE BY THE CONTRACTOR, SUBCONTRACTORS, VENDORS, AND SPECIALTY CONTRACTORS SHALL EXERCISE DUE CARE AND SKILL IN
PERFORMING ALL WORK IN REGARDS TO THE PROJECT. ALL WORK SHALL BE DONE IN A NEAT WORKMANLIKE PROFESSIONAL MANNER AND IN
ACCORDANCE WITH ALL APPLICABLE CODES. REGULATIONS AND RULES.
G16. THE JOB SITE SHALL REMAIN FREE FROM RUBBISH AND DEBRIS. DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL CONFORM TO BUILDING
REGULATIONS.
G17. EACH CONTRACTOR SHALL PROTECT THE WORK OF OTHER CONTRACTORS. ANY CONFLICTS ARE TO BE RESOLVED BETWEEN THE
CONTRACTORS INVOLVED AND ANY WORK DAMAGED SHALL BE REPLACED BY THE CONTRACTOR CAUSING THE DAMAGE. THE ARCHITECT AND THE
OWNER SHALL BE NOTIFIED OF SUCH CONFLICTS.
G16. THE CONTRACTOR SHALL EXPEDITE THE DELIVERY OF LONG LEAD TIME ITEMS TO INSURE DELIVERY CONFORMING TO THE CONSTRUCTION
SCHEDULE. THE CONTRACTOR WILL PROVIDE AND INSTALL ALL EQUIPMENT, FIXTURES, APPLIANCES, FURNISHINGS, ETC. UNLESS SPECIFICALLY
NOT ED OTHERWISE ON THE CONTRACT DOCUMENTS. MANUFACTURERS INSTALLATION INSTRUCTIONS AND SPECIFICATIONS SHALL BE STRICTLY
ADHERED TO AND ARE CONSIDERED A PART OF THE CONTRACT DOCUMENTS
G19 UPON COMPLETION OF THE PROJECT, ISSUANCE OF THE OCCUPANCY CERTIFICATE AND ACCEPTANCE BY THE OWNER, THE CONTRACTOR
SHALL PROVIDE THE OWNER WITH ALL EQUIPMENT MAINTENANCE AND INSTRUCTION MANUALS AND WARRANTIES
G20. UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH A SET OF "AS BUILT" MARKED PLANS, THE
ELECTRICAL CONTRACTORS AS BUILT DRAWINGS SHALL BE INCLUDED. THESE DRAWINGS SHALL BE TRANSMITTED TO THE OWNER
G21. THE CONTRACTOR SHALL WARRANT AND GUARANTEE ALL WORK, EQUIPMENT, FIXTURES DOORS. WINDOWS, HARDWARE, ETC. FOR A
PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION AS EVIDENCE BY THE CERTIFICATE OF OCCUPANCY UNLESS OTHERWISE REQUIRED.
G22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY WORK THAT IS NOT IN CONFORMANCE WITH THE CONTRACT DOCUMENTS.
THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE CORRECTION OF FAULTY WORKMANSHIP OR MATERIALS WITHIN THE WARRANTY PERIOD.
THE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE CORRECTION OF WORK THAT HAS BEEN ABUSED OR NEGLECTED BY THE OWNER OR HIS
REPRESENTATIVES.
023, THE CONTRACTOR SHALL COORDINATE ALL NEW MILLWORK WITH THE EQUIPMENT PLANS PRIOR TO FABRICATION OF MILLWORK. COORDINATE
ALL ELECTRICAL GAS AND PLUMBING DEVICE LOCATIONS WITH FIXTURE PLANS PRIOR TO ROUGHING IN THE EQUIPMENT.
G24. MILLWORK NOTES: THE FOLLOWING APPLIES TO ALL MILLWORK ITEMS AND REMAINS TYPICAL UNLESS OTHERWISE NOTED. ALL COUNTER TOP
MATERIAL ITEMS SHALL HAVE FINISHED EDGES ALL CABINET/DRAWER INTERIORS ARE TO BE FINISHED, ALL MILLWORK SHALL BE CONSTRUCTED IN
ACCORDANCEWITH PREMIUM GRADE STANDARDS AS ESTABLISHED BY THE ARCHITECTURAL WOODWORK INSTITUTE. MATERIAL, EQUIPMENT AND
WORKMANSHIP SHOULD CONFORM TO THE INDUSTRY STANDARD PRACTICES, PROCEDURES, CONDITIONS AND RECOMMENDATIONS AS SPECIFIED BY
ANSIINEMA LD3-1995, SECTION DLPA (DECORATIVE LAMINATE PRODUCTS ASSOC,) AND ANSI/ 1612-1979 STANDARDS MILLWORK CONTRACTOR SHALL
COMPLY WITH ALL JOB SITE BUILDING CODES AND REGULATIONS.
G25 MILLWORK CONTRACTOR SHALL COORDINATE WITH GENERAL, ELECTRICAL AND PLUMBING CONTRACTORS AND WITH LOCAL COMMUNICATION
REP'S WHERE APPLICABLE. THE ARCHITECTI DESIGNER SHALL BE NOTIFIED OF ANY DISCREPANCIES.
CIVIL ENGINEER
ENVIRODESIGN ASSOCIATES, INC.
298 NE 2ND AVENUE
DELRAY BEACH, FL 33444
CONTACT: JOE PIKE
TELEPHONE: 561-274-6500
FAX: 561-274-8558
LANDSCAPE
ARCHITECT
DAVE BODKER LANDSCAPE ARCHITECT
601 NORTH CONGRESS AVE. SUITE 105
DELRAY BEACH, FL 33445
CONTACT: DAVE BODKER
TELEPHONE: 561-276-6311
FAX: 561-276-3869
DESIG
OCCUPANCY (SINGLE FAMILY, DUPLEX, MULTI -FAMILY
COMMERCIAL, INDUSTRIAL - DESCRIBE)SINGLE FAMILY
EXPOSURE CONDITION C OSEC .R301.2. 1.4.32010 FLORIDA RESIDENTIAL CODE
MEAN ROOF HEIGHT7-/D CHAPTER 26
23'-11" MEAN ROOF HEIGHT ❑X ASCE
BUILDING HEIGHT O S 60 FT. (MAY USE LOW RISE PROVISIONS OF THE 2010 FLORIDA RESIDENTIAL CODE)
❑ i 60 FT. (ASCE 7-10 CHAPTER 26)
BUILDING DESIGNED AS PARTIALLY ENCLOSED [X]ENCLOSED MOPEN [-]TESTED(WIND TUNNEL)
IMPORTANCE FACTOR (DETERMINED BY BUILDING USDOCCUPANCY. REFER TO FBC 2010 OR ASCE 7-10 CHAPTER 26) 1.0
BASIC WIND VELOCITY PRESSURES'. FBC 2010
VERIFY APPROPRIATE POSITIVE/NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN WIND FORCE RESISTING
SYSTEM, OR BUILDING ENVELOPE COMPONENTS AND CLADDING AS APPLICABLE'
FBC 2010 ULTIMATE WIND SPEED 170 (3 SECOND GUST) BASIC VELOCITY PRESSURE 40 PSF
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LEGAL DESCRIPTION
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DRAWN BY: 18
PLAN REVIEW: RJ
i
G SUBNETTALS'. i
GULF STREAM SUBMITTAL
M 1.22.15
South Elevation Q
Scale: 3/16"=1'-0" REVISIONS:
ELEVATION NOTES
INTERGRA 9" WHITE CEMENT TILE W/ MITERED EDGES AND RIDGES L 5" SMOOTH STUCCO BAND
SMOOTH STUCCO FINISH M 1 4" SMOOTH STUCCO BAND AT WINDOW SILL
CORNICE DETAIL N DECORATIVE ROUND COLUMN — NORTH
7 AND
CHIMNEY P WOOD ARBOR W/BRACKETS SOUTH
STAINLESS STEEL CABLES IN A CROSS PATTERN W/ LANDSCAPE. REFER TO LANDSCAPE PLAN O I DECORATIVE FINIAL ELEVATION
DECORATIVE COMPOSITE WOOD BAHAMA SHUTTER BY SOUTH FLORIDA ALUM. OR EQUAL R I CORBEL UNDER BALCONY FRANCISCO G. SANCHEZ
DECORATIVE COMPOSITE WOOD LOUVERED SHUTTER BY SOUTH FLORIDA ALUM OR EQUAL S COPPER GUTTER ARCHITECTURE - INTERIOR DESIGN
240 EAST 211D STREET, SUITE 4D, NEN YORK CITY 10009
FLUSH PANEL METAL DOOR W AZEK TRIM (PAINTED WHITE) T 39" HIGH ALUM RAILING BY SOUTH FLORIDA ALUM. OR EQUAL E'. f.=Che,Dfg,-e.,om
T: 548-470-6528 F: 212-537-7323 NWN.FGS-A.COY A-3.2
_� • /
G
GAS LIGHT FIXTURE U RECESS DECORATIVE PANELS
ELECTRIC LIGHT FIXTURE
0
RICHARD JONES
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ARCHITECTURE
DEL" BEACfAVENUE FL0 I SUITE 402
DELRA FLORIDA 11196
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AA26001I IB260 1056
C%M-s-S10 N I4-026
DESIGNER: RJ
DRAWN BY: 18
PLAN REVIEW: RJ
i
G SUBNETTALS'. i
GULF STREAM SUBMITTAL
M 1.22.15
South Elevation Q
Scale: 3/16"=1'-0" REVISIONS:
ELEVATION NOTES
INTERGRA 9" WHITE CEMENT TILE W/ MITERED EDGES AND RIDGES L 5" SMOOTH STUCCO BAND
SMOOTH STUCCO FINISH M 1 4" SMOOTH STUCCO BAND AT WINDOW SILL
CORNICE DETAIL N DECORATIVE ROUND COLUMN — NORTH
7 AND
CHIMNEY P WOOD ARBOR W/BRACKETS SOUTH
STAINLESS STEEL CABLES IN A CROSS PATTERN W/ LANDSCAPE. REFER TO LANDSCAPE PLAN O I DECORATIVE FINIAL ELEVATION
DECORATIVE COMPOSITE WOOD BAHAMA SHUTTER BY SOUTH FLORIDA ALUM. OR EQUAL R I CORBEL UNDER BALCONY FRANCISCO G. SANCHEZ
DECORATIVE COMPOSITE WOOD LOUVERED SHUTTER BY SOUTH FLORIDA ALUM OR EQUAL S COPPER GUTTER ARCHITECTURE - INTERIOR DESIGN
240 EAST 211D STREET, SUITE 4D, NEN YORK CITY 10009
FLUSH PANEL METAL DOOR W AZEK TRIM (PAINTED WHITE) T 39" HIGH ALUM RAILING BY SOUTH FLORIDA ALUM. OR EQUAL E'. f.=Che,Dfg,-e.,om
T: 548-470-6528 F: 212-537-7323 NWN.FGS-A.COY A-3.2
_� • /
G
GAS LIGHT FIXTURE U RECESS DECORATIVE PANELS
ELECTRIC LIGHT FIXTURE
0
WINDOW SCHEDULE
O
WINDOW SIZE
WIDTH FHEIGHT
WINDOW TYPE
FRAME
FRAME COLOR
A4'-0"
DOORS
REMARKS I'X� DOOR SIZE
6'-8"
SINGLE HUNG
MTL.
WHITE
- B
3-0'
3-W
SINGLE HUNG
MTL.
WHITE
C
2'-2"
4 10"
SINGLE HUNG
MTL.
WHITE
D
- 3'-0'
V -D"
SINGLE HUNG.
MTL.
- WHITE
E
3'-0"
5'-0"
FIXED
MTL
WHITE
-F
2'F'
3'-V
FIXED-
MTL.
WHITE
G
5'-0"
8'-0"
SINGLE HUNG
MTL.
WHITE
H
5'S"
8'•P
.SINGLE HUNG.
MTL.
WHITE
J
3'-0"
8'-0"
SINGLE HUNG
MTL.
WHITE
K
5'-8" -
"9'6"
FIXED
.MTL
WHITE
WINDOW TYPES:
DOOR SCHEDULE:
1 ALL EXTERIOR GLAZING UNITS SHALL BE IMPACT RESISTANT WITH FLORIDA PRODUCT APPROVAL.
(SHADING COEFFICIENT OF GLAZING SHALL COMPLY WITH FLORIDA ENERGY CALCULATIONS.)
W
2. COORDINATE ALL ROUGH OPENINGS WITH WINDOW / DOOR MANUFACTURER - ALL DIMENSIONS ARE NOMINAL (CONCRETE OR ROUGH
OPENING) DIMENSIONS. PROVIDE ENGINEERED SHOP DRAWINGS & METRO DADE PRODUCT APPROVAL NOTICES FOR ALL WINDOWS, EXT. DOORS
DOORS
REMARKS I'X� DOOR SIZE
-RECEIVED
4. PROVIDE SHOP DRAWINGS FOR ALL GLAZING FOR ARCHITECTS REVIEW AND APPROVAL PRIOR TO FABRICATION.
FRAMES
5. ALL DOORS TO COMPLY WITH CODE. IMPACT AND WIND LOAD REQUIREMENTS (SUBMIT MANUFACTURES CUT SHEET/ PRODUCT APPROVALS,)
WIDTH HEIGHT
STYLE
MATERIAL
FINISH
GLAZING
REMARKS
EXTERIOR
10 ALL MUNTINS TO BE RAISED TYPE ON BOTH INSIDE AND OUTSIDE OF W ISDOW.
11 APPLYSHERWINWILLIAMS SHER-CRETE FLEXIBLE CONCRETE WATERPROOF (TEXTURED ASSERIES) ATEXTERIOR PERIMETER OFALL DOORS
�n Gulfstream,
WINDOW MASONRY OPENINGS TO A DISTANCE OF 12" FROM EDGE OF OPENING UNLESS OTHERWISE NOTED.
12. USE LOUVERED DOOR AT HVAC CLOSET IF NO RETURN AIR IS PROVIDED
®f
10'-6"
CUSTOM
WOOD/GLASS
PAINTED
CLEAR
W/ CUSTOM ARCHED TRANSOM ASSEMBLY
-" 7'4T
DUTCH DOOR
WOODJGLASS
PAINTED
CLEAR"
9'-6"FRENCH
< z =
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MTL
WHITE
CLEAR
W/ CUSTOM ARCHED TRANSOM ASSEMBLY
'- 104'-
Njol
FRENCH -
MTL.
- WHRE
CLEAR: - -
W/ CUSTOM ARCHED TRANSOM ASSEMBLY"
9'E"FRENCH
MTL.
WHRE
CLEAR
W/SIDELIGHTS AND TRANSOM AROVE
" T-0'- -
FRENCH
- MTL
WHITE
CLEAR
7'-6"
FRENCH
MTL
WHRE
CLEAR
FIXED WINDOW WITH TRANSOM ABOVE 9'4Y 8'HP 'OVERHEAD
DOOR AND
- MTL.
PAINTED
-N/A
FLUSH PANEL METAL W/APPLIED AZEK TRIM (PAINTED)
9 8-0" 8"Y
OVERHEAD
MTL
PAINTED
NIA
FLUSH PANEL METAL W/APPLIED AZEK TRIM (PAINTED)
Ll
—ILL
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T
TOP OF SLAB
SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG FIXED FIXED SINGLE HUNG
O O O O O O O
I I
L I
4 DCI l
- m�
m m = IIII
TOP OF SLAB
SINGLE HUNG SINGLE HUNG FIXED
I 0"
NOTES:
1 ALL EXTERIOR GLAZING UNITS SHALL BE IMPACT RESISTANT WITH FLORIDA PRODUCT APPROVAL.
(SHADING COEFFICIENT OF GLAZING SHALL COMPLY WITH FLORIDA ENERGY CALCULATIONS.)
W
2. COORDINATE ALL ROUGH OPENINGS WITH WINDOW / DOOR MANUFACTURER - ALL DIMENSIONS ARE NOMINAL (CONCRETE OR ROUGH
OPENING) DIMENSIONS. PROVIDE ENGINEERED SHOP DRAWINGS & METRO DADE PRODUCT APPROVAL NOTICES FOR ALL WINDOWS, EXT. DOORS
3. ALL WINDOWS / DOORS SHALL COMPLY WITH F.B.C. 2010
-RECEIVED
4. PROVIDE SHOP DRAWINGS FOR ALL GLAZING FOR ARCHITECTS REVIEW AND APPROVAL PRIOR TO FABRICATION.
5. ALL DOORS TO COMPLY WITH CODE. IMPACT AND WIND LOAD REQUIREMENTS (SUBMIT MANUFACTURES CUT SHEET/ PRODUCT APPROVALS,)
6. FIELD VERIFY ALL WINDOW AND DOOR OPENINGS PRIOR TO FABRICATION.
7. ALL WINDOWS NOTEDAS EGRESSWINDOWS SHALLCOMPLYWTH F.B.0 SILL HEIGHT SHALL NOT EXCEED 44A.F.F. MIN. OPG. HT. SHALL
BE 24" AND MIN OPG. WIDTH SHALL BE 20". MIN. CLEAR OPEN AREA SHALL BE 5.7 SO. FT. (5.0 SO FT. @ 1ST FLOOR).
MAY 2 2 2015
8. ALL EGRESS WINDOWS IN SLEEPING ROOM SHOULD HAVE A MINIMUM CLEAR OPENING OF 5 7 SQ FT
9. ALL EXTERIOR DOORS / WINDOWS SHALL BE INSTALLED PER FLORIDA PRODUCT APPROVAL.
10 ALL MUNTINS TO BE RAISED TYPE ON BOTH INSIDE AND OUTSIDE OF W ISDOW.
11 APPLYSHERWINWILLIAMS SHER-CRETE FLEXIBLE CONCRETE WATERPROOF (TEXTURED ASSERIES) ATEXTERIOR PERIMETER OFALL DOORS
�n Gulfstream,
WINDOW MASONRY OPENINGS TO A DISTANCE OF 12" FROM EDGE OF OPENING UNLESS OTHERWISE NOTED.
12. USE LOUVERED DOOR AT HVAC CLOSET IF NO RETURN AIR IS PROVIDED
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5.22.15
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V
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TOP OF WALL TO BE r.
RAISED TO EL=5.0' T -0
BY OTHERS o
N O R T H C 0 V E
TOP OF WALL TO BE �r
RAISED TO EL=S.O' p
\ BY OTHERS a-
•,,,..__ ., , ___..._ 10G.00• u H ATE
e J L E AD
.n ... /9 I 4.50 .. ..
4.50
5.00 of s.o s.o s.o
/ I BULKHEAD LINE
(PLAT BOOK 24, PACE 165) )I 650sf X 6" DEEP
Y (\
TROUGH SODDED SWALE
I I 1
DECK VANISHING 6.D0 6.00
I
4.90 I EDGE
I 7.68
POOL
^-----.--,-. 7.95 To' -0•.1a•-0" 7.95
(UNDER SEPARATE PERMIT)
7.68
I 7.95
POP-UP EMITTER
RIM EL = TBD \
TRENCH/DECO DRAIN RIM
\\\ EL`=7.78 - BY OTHERS
DECK POP-UP EMITTER
7,gg RIM EL = TBD
(PLAT BOOK 24, PAGE 185)
16
f NOR77f
771
5.00 �LDT 2)
4.SO S.GIOvGO"W_ I
\ 1 4'-0• HIGH BLACK CHAIN
I LINK FENCE TO MEET
CII
REQUIREMENTS FOR
r
POOL SAFETY BARRIER
W/ LANDSCAPE. REFER
TO LANDSCAPE PLAN.
I
ENVIRODESIGN ASSOCIATES INC T PROPOSED WATER METER
`I �- TRENCH/DECO
7.5DRAIN
�---. 0 EXISTING MANHOLE
---- ----- - - - - 7.0
0
flII
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8.00
7.68 �Q®
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E TIONS:
C.lO. -SAN
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SEWER
C
LEANOUT
BY OTHERS 6.0
FIN. FoSINGLE SANITARY SERVICE W
ITH
+ + CLEANOUT
8.00 E 6.5 9P
PRO
G LFCART GIVTOTAL SITE AREA 5fORALE
8.0 IMPERVIOUS ARE,To s 53.5%
7'50 32-STORYCMU> PERVIOUS AREA 1642 sf 45.5LIN F-0R
STRUCTURE F.F.E."B.50' UL 0 20
15
REQUIRED STORAGE: T' OVER TOTAL SITE AREA OR 2.5" OVER IMPERVIOUS AREA (IF
m ti I O 1 I SITE IS OVER 40% IMPERV'!OUS. USE 2.5" OVER IMPERVIOUS)
I ® FF EL = oIm I 7 Uwv m OF
7'20 1 ~ I GULF STREAM, FLUSDA SCS RUNOFF EQUA'ITON:
8.50' NGVD
3 -CAR GARAGE A= 29318 si
8.0 y I+ F.F.E.=7.50 I
m D= RUNOFF = (P-0.25)"2/(P+0.8S)
O o 7.50 L Iolo
OF to I x I P = ACCUMULATED RAINFALL
ti I n
j h J\J y S= SOIL STORAGE'%PERVIOUS
00 y > (o I I n m AVERAGE PERVIOUS ELEVATION = ;ft
WATER TABLE ELEVATION :.5 ft
DEPTH TO WATER TABLE 4 ft
i' 8 38�, cn 8.00 i (�- CUMULATIVE WATER STORAGE WIII 'IIN SOIL 11, in
I+ I , + STORAGE PER SFWMO BASIS OF REVIEW
1� m 735 w > L----� ( I I -25%REDUCTIO N - 8.175 in
3.80 in
655f X 6" DEEP NOTE: IF 0.25 IS > OR = P, THEN Q = 0
,n I EXIST WATER METER TO I SODDED SWALE 02S = 0.76 < 7.34
a BE RELOCATED OUTSIDE
4NAILAINVD
F DRIVEWAY SEE 7.0 7,0
Q = 0.08 n
r - -I oz- -� -�DETALL SHEET 4 65.5 ---- ---- EXIST LIFT STATION TO _ VOLUME REQUIRED:
E RELOCATED OUTSIDE V = A•Q/i2 - 165.0 GfOF DRAINAGE EASEMENT //`77�-
RIM EL = 7.6T �� --140.L'0-0•UTILffYEASEMENT 100sf X 6" DEEP 12.p' �s:V ,°,51 00'ESODDED SWALEka h-__ ...__ VOLUME PROVIDED
- VL.52 _ - 1965 ( )� O 2_.46c_ _..,_ .....,.__._ ...+6.72 -„.....,10 ADDITIONAL RIGHT OF WAY PER PLA? BOOK 2�_ __ ..�...__..___. _. CwCALL 48 HOURS BEFORE YOU DIG.
MATCH EXIST MATCH EXI
MATCH EXIST
+6.85 +6.89 EL=t6.6 EL=t6.7 WASHER IN CUT EL=t6.7
_DUT 10.0'E +5.80 +6.75 P 0 L 0 D R I V E IT'S THE LAW
+6.86 - - - 1-800-432-4770
{
20' RIGHT OF WAY PER PLAT BOOK 18, PAGE 98 SUNSHINE STATE ONE CALL OF FLORIDA, INC.
.... .............._ __.._ _... _.... _.....__. _._.__._._.. _____.... _..... __ _w...._�__�__...._________- o SCALE: 1" = is
.__..__....._..,,._..._.,._,..�........__�._...._._... .. .,___..d__,_..._.,...,..._.._.......... __.
(t�� 5 15
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IRIS DRAWING IS PROMDED FOR INFORMATIONAL PURPOSES ONLY,
Cali beforeOU dig. UNLESS SIMFD AND SEALED BY A REGISTERED PROFESSONAL
Y 9 ENGINEER REPRESENTING ENMRODESIGN ASSOCIATES, INC.
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DATE: o
5/29/15 a
JOB NO.
14049 -ENG
SHEET NO.
I OF 5
O
LOCATION MAP
N. T. S.
I
Town of Gulfstream
LEGEND:
PROPERTY LINE
A
SECTION IDENTIFIER
I
1 i
PLAN PAGE DETAIL PAGE
NOTE: CONTRACTOR TO FIELD
s.5
PROPOSED ELEVATION
VERIFY EXACT LOCATION, SIZE, AND
DIRECTION OF FLOW
I DEPTH OF ALL EXISTING UTILITIES
AT TIME OF CONSTRUCTION AND
+a?
EXISTING ELEVATION
REPORT ANY DISCREPANCIES TO
ENVIRODESIGN ASSOCIATES INC T PROPOSED WATER METER
`I �- TRENCH/DECO
7.5DRAIN
�---. 0 EXISTING MANHOLE
---- ----- - - - - 7.0
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E TIONS:
C.lO. -SAN
ITARY
SEWER
C
LEANOUT
BY OTHERS 6.0
FIN. FoSINGLE SANITARY SERVICE W
ITH
+ + CLEANOUT
8.00 E 6.5 9P
PRO
G LFCART GIVTOTAL SITE AREA 5fORALE
8.0 IMPERVIOUS ARE,To s 53.5%
7'50 32-STORYCMU> PERVIOUS AREA 1642 sf 45.5LIN F-0R
STRUCTURE F.F.E."B.50' UL 0 20
15
REQUIRED STORAGE: T' OVER TOTAL SITE AREA OR 2.5" OVER IMPERVIOUS AREA (IF
m ti I O 1 I SITE IS OVER 40% IMPERV'!OUS. USE 2.5" OVER IMPERVIOUS)
I ® FF EL = oIm I 7 Uwv m OF
7'20 1 ~ I GULF STREAM, FLUSDA SCS RUNOFF EQUA'ITON:
8.50' NGVD
3 -CAR GARAGE A= 29318 si
8.0 y I+ F.F.E.=7.50 I
m D= RUNOFF = (P-0.25)"2/(P+0.8S)
O o 7.50 L Iolo
OF to I x I P = ACCUMULATED RAINFALL
ti I n
j h J\J y S= SOIL STORAGE'%PERVIOUS
00 y > (o I I n m AVERAGE PERVIOUS ELEVATION = ;ft
WATER TABLE ELEVATION :.5 ft
DEPTH TO WATER TABLE 4 ft
i' 8 38�, cn 8.00 i (�- CUMULATIVE WATER STORAGE WIII 'IIN SOIL 11, in
I+ I , + STORAGE PER SFWMO BASIS OF REVIEW
1� m 735 w > L----� ( I I -25%REDUCTIO N - 8.175 in
3.80 in
655f X 6" DEEP NOTE: IF 0.25 IS > OR = P, THEN Q = 0
,n I EXIST WATER METER TO I SODDED SWALE 02S = 0.76 < 7.34
a BE RELOCATED OUTSIDE
4NAILAINVD
F DRIVEWAY SEE 7.0 7,0
Q = 0.08 n
r - -I oz- -� -�DETALL SHEET 4 65.5 ---- ---- EXIST LIFT STATION TO _ VOLUME REQUIRED:
E RELOCATED OUTSIDE V = A•Q/i2 - 165.0 GfOF DRAINAGE EASEMENT //`77�-
RIM EL = 7.6T �� --140.L'0-0•UTILffYEASEMENT 100sf X 6" DEEP 12.p' �s:V ,°,51 00'ESODDED SWALEka h-__ ...__ VOLUME PROVIDED
- VL.52 _ - 1965 ( )� O 2_.46c_ _..,_ .....,.__._ ...+6.72 -„.....,10 ADDITIONAL RIGHT OF WAY PER PLA? BOOK 2�_ __ ..�...__..___. _. CwCALL 48 HOURS BEFORE YOU DIG.
MATCH EXIST MATCH EXI
MATCH EXIST
+6.85 +6.89 EL=t6.6 EL=t6.7 WASHER IN CUT EL=t6.7
_DUT 10.0'E +5.80 +6.75 P 0 L 0 D R I V E IT'S THE LAW
+6.86 - - - 1-800-432-4770
{
20' RIGHT OF WAY PER PLAT BOOK 18, PAGE 98 SUNSHINE STATE ONE CALL OF FLORIDA, INC.
.... .............._ __.._ _... _.... _.....__. _._.__._._.. _____.... _..... __ _w...._�__�__...._________- o SCALE: 1" = is
.__..__....._..,,._..._.,._,..�........__�._...._._... .. .,___..d__,_..._.,...,..._.._.......... __.
(t�� 5 15
Know whays UBIOW. ® COPYRIGHT 2015 BY ENMRODESGN ASSOCIATES, INC.
IRIS DRAWING IS PROMDED FOR INFORMATIONAL PURPOSES ONLY,
Cali beforeOU dig. UNLESS SIMFD AND SEALED BY A REGISTERED PROFESSONAL
Y 9 ENGINEER REPRESENTING ENMRODESIGN ASSOCIATES, INC.
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DATE: o
5/29/15 a
JOB NO.
14049 -ENG
SHEET NO.
I OF 5
O
'-m, ET
GULF STREAM, EL
Tow of Gulistream, FL
CALL 48 HOURS BEFORE YOU DIG.
• IT'S THE LAW
1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
Know what's below. ® COPYRIGHT 2015 BY ENMRODESIGN ASSOCIATES INC.
THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY,
Call befo(BOu dig. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL
y 9 ENGINEER REPRESENTING ENNROOESIGN ASSOGATES, INC
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CHECKED:
J.A.P.
DATE:
5/29/15
JOB NO.
14049-DTL
SHEET NO.
2 OF 5
MATCH EXISTING
CENTERED C9NT6 C
DRIVEWAY WIDTH
OR 12' MIN.
SAW CUT �I SEE SECTION
NEW
FOR NEW BASE
WHICHEVER IS GREATER
24' MAX. WiDTIR (2 -WAY)
AND ASPHALTS
R/W — UNLESS OTHERWISE
I SHOWN ON PLANS
EXISTING
/
GRADE
EXISTING EDGE 6` SOD &
SCORED OR
SAW -CUT
SCORED OR
SAW -CUT
OF PAVEMENT TOPSOIL
SIDEWALK
JOINT S. SIDEWALK
JOINT
(IF EXIST.)
(3000 P.S.I.
CONCRETE)
SIDEWALK
EXISTING EXIST. ASPHALT
EXPANSION
JOINT
4" CONK.
( )
'
ASPHALT & BASE TO BE REMOVED.
IF A,1111 111,1111111111,
FILTER FABRIC
NEW CONSTRUCTION PAVEMENT JOINT
Ali H1
A 2' OF 1` WASHED STONE
NOTE'
LOPE
(REQUIRED ONLY IN
THIS METHOD OF PAVEMENT JOINT SHALL BE USED FOR ANY
(BANE AS EDGE OF
AREAS OF SUBSTANDARD
APPLICATION OR CONSTRUCTION WHERE PROPOSED PAVEMENT
ROADWAY) PAVEMENT
NTN. PERCULATION AS DETERMINED
BY THE GN ENGINEER)
BASE. ASE WILL BE CONNECTED TO EXISTING PAVEMENT AND
°o q•_O•
(DW.)
SAW -T--3- 1"ASPHALT
OR IAILL
EXISTING
ASPHALT MIN' OVERLAY
NOTE: SIDEWALK SHALL BELCONSTRUCTED THROUGH DRIVEWAY.
FILTER FABRIC
it
6" 500
PAVEMENT
CONCRETE
&TOPSOIL
24` STONE
1`MIN.
EXISTING
PAVER EMEND COLLAR
SHOULD EXTEND
SECTION 'A' -'A'
ASPHALT
UNDER ONE FULL
1-1/2" WIDTH OF BRICK
SAI1IID
BEDDING
NOT TO SCALE
EXIST. ASPHALT EXISTING
TO BE REMOVED. BASE
NOTE:
NEW OVERLAY PAVEMENT JOINT
COMPACTED
NOTE:
GRADE
1. CONTRACTOR TO REPLACE ALL IRRIGATION, TREES &SHRUBBERY
IN SWALES DAMAGED DURING CONSTRUCTION.
THIS METHOD OF PAVEMENT JOINT SHALL BE USED FGR ANY
4` LIMEROCK BASE COMPACTED TO 98% PER TO 98% PER
AASHTO T-180 OUTSIDE RIGHT OF WAY. AASHTO T-180
APPLICATION OR CONSTRUCTION WHERE PROPOSED PAVEMENT
6` LIMEROCK BASE COMPACTED TO 98S PER
WILL BE CONNECTED TO EXISTING PAVEMENT.
AASHTO T-180 INSIDE RIGHT OF WAY.
4` FLOW -ABLE FILL (100 P.S.I. MIN.)
SECTION
SWALE REPLACEMENT DETAIL D10.1
PAVEMENT JOINT DETAIL RT 7.1
PAVER DRIVEWAY APRON TYPICAL DETAIL RT10.2
DUCTILE IRON INLAY GRATE
EXISTING GROUND
RED DOT GRATE NO. 502
BUILT-IN LOCK BLOCK FOR 6.1"MIN. 4" BEDDING
GRATE LOCKDOWN CONCRETES CONCRETE
DITCH 1WOTH W) + 4'00m
l ..- '/'.
SURFACE RESTORATION
\REMAINING
CONCRETE • OROPAVEMENT
FLOOR SLAB
—y
BACKFILL PLACED AND
OR PAVEMENT\ POLYDRAIN
SAWCUT FINISHED (TYP.) I SURFACE JOINT
SURFACE
COMPACTED PER APPROPRIATE
SPEGFICATIONS.(SEE NOTE 5
CHANNEL
BELOW) 6` MAX. SIZE
a
kIT.
7T.PAI:�MENT N12
18` MAX. LIFT.
1`.12N GRANULAR BACKFILL PLACED AND
" • POLYLOCK
LOCK12"
JOINEFER
(W) REPLACEMENT BASE
4 y�
1Z` ,p•°RL pER MPACTED
SOIL
7 8` MAX�DY
ti*''"•
AGGREGATE SIZE 6" MAX UFT.
`i..'•'�',
SUBGRADE //\//\ //\ / ANCHOR
SEE TYPICAL BACKFILL DETAIL
GU 2.1 FOR COMPACTION4`�'S
DIA. VARIES REQUIREMENTS.
���'
�'.
O `' BEDDING MATERIAL COMPACTED
\\\\� RIBS
// // :o - // //
\ j 3' /\\/\ I—Ar—I
11\ \ \ \
TO 98X MAX. DENSITY PER
\\//\\//\\ \ \ \ \ \ \'' \ \///\ PLAN VIEW
VARIES
r -D r -D
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CROSS SECTIONAL VIEW
�
ABT, INC. P.O. B. 93)/259 Mwdoa Rood/Tro(704) N.C. 29186
TRENCH DRAIN 990 439-6058 5478 Gan9dv d Make > a a94) 529-9999
F9� (7a) see -549
1. REPLACEMENT BABE TO BE AT MIN. 4. ALL DISTURBED PAVEMENT MARKINGS
NOTES:
NTS
12` THICK. SHALL BE RESTORED IN ACCORDANCE
VATH CITY STANDARDS.
1. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND
20. BASE MATERIAL SHALL BE PLACED
LARGE ROCKS SHALL BE REMOVED: BEDDING MATERIAL AND
BACKFILL CONSISTING OF WASHED AND GRADED LIMEROCK 3/8"
IN TWO LIFTS AND EACH LIFT
COMPACTED TO 98R MAXIMUM 5. SURFACE MATERIAL SHALL BE F.D.O.T.
-7 / " 8 SIZING.
DENSITY PER AASHTO T-180 (MAX. TYPE S-1 OR S -III ASPHALTIC CONC.
2. THE PIPE AND OR STRUCTURE SHALL BE FULLY SUPPORTED FOR ITS
LIFT TIRICKNESS = 6"). (MIN. THICKNESS 1 1/2`).
ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE
HAUNCHES.
2b. 12` EXCAVATABLE FLOWABLE FILL 6. ANY PAVT. CUTS SHALL BE COLD
MIN. 100 P.S.I. MAY BE USED IN LIEU PATCHED AT END OF EACH WORKING
OF 12" BASE. DAY TO FACILITATE UNHINDERED
3. THE PIPE AND/OR STRUCTURE SHALL BE PLACED IN A DRY TRENCH.
TRAFFIC FLOW.
4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS
3. ASPHALT CONCRETE PAVEMENT
LARGE ROCK, MUCK, AND DEBRIS.
JOINTS SHALL BE MECHANICALLY
SAWED.
5. COMPACT BACKFILL TO 98% DENSITY UNDER PAVEMENT AND
TO 95% DENSITY ELSEWHERE.(AASHTO T-180)
6. COMPACTION AND DENSITY TESTS SHALL BE COMPLETED DURING
BACKFILL OPERATIONS, CONTRACTORS NOT FOLLOWING THIS
PROCEDURE, FOR WHATEVER REASONS, SHALL BE REWIRED TO
RE -EXCAVATE THE AREA IN QUESTION, DOWN TO THE BEDDING
MATERIAL, THEN BACKFILL FOLLOWING THE ABOVE PROCEDURES.
PAVEMENT REPAIR DETAIL GU 1.1
TYPICAL BACKFILL DETAIL GU 2.1
'-m, ET
GULF STREAM, EL
Tow of Gulistream, FL
CALL 48 HOURS BEFORE YOU DIG.
• IT'S THE LAW
1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
Know what's below. ® COPYRIGHT 2015 BY ENMRODESIGN ASSOCIATES INC.
THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY,
Call befo(BOu dig. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL
y 9 ENGINEER REPRESENTING ENNROOESIGN ASSOGATES, INC
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DATE:
5/29/15
JOB NO.
14049-DTL
SHEET NO.
2 OF 5
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CALL 48 HOURS BEFOREYOUDIG.
IT'S THE LAW
1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
0 COPYRIGHT 2015 BY ENYIROOESIGN ASSOCIATES, INC.
THIS DRAWING IS PROVIDED FOR INFORMAHONAL PURPOSES ONLY,
UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL
ENGINEER REPRESENTING ENMRODESGN ASSOCIATES, INC.
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CHECKED:
J.A.P.
DATE:
5/29/15
JOB NO.
14049-DTL
SHEET NO.
LI OF 5
PAVING, GRADING
AND DRAINAGE NOTES
1.
ALL PAVING AND DRAINAGE WORK IN THE PALM BEACH COUNTY
11.
ASPHALTIC CONCRETE SURFACE COURSE SHALL BE IN ACCORDANCE
MONUMENTS AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID
(PBC) RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL
SAFETY OF THE WORKERS OR THE GENERAL PUBLIC. CONTRACTOR
WITH SECTION 334 OF THE FDOT STANDARD SPECIFICATIONS FOR
SURVEY MARKERS DURING CONSTRUCTION. CONTRACTOR SHALL BE
ACCORDANCE WITH THE PBC LATEST STANDARDS. ALL PAVING AND
SHALL BE RESPONSIBLE FOR PROVIDING SAFETY TO THE WORKERS
ROAD AND BRIDGE CONSTRUCTION, LATEST ADDITION. THE
RESPONSIBLE FOR REPLACEMENT OF PERMANENT REFERENCE
DRAINAGE WORK IN THE FLORIDA DEPARTMENT OF TRANSPORTATION
IN ACCORDANCE WITH OCCUPATIONAL SAFETY & HEALTH
THICKNESS OF THE SURFACE COURSE SHALL BE AS SHOWN ON THE
MONUMENTS DISTURBED DURING CONSTRUCTION, AT NO ADDITIONAL
(FDOT) RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL
ADMINISTRATIONS (OSHA) REQUIREMENTS AND THE SAFETY OF THE
DETAILED DRAWINGS.
COST TO THE OWNER.
ACCORDANCE WITH THE FDOT LATEST STANDARDS.
GENERAL PUBLIC.
2.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL
13.
12.
ALL CONCRETE SHALL DEVELOP 2500 p.s.i. (MINIMUM) 28 DAY
2.
COMPACTED SUBGRADE SHALL BE COMPACTED AND MEET THE
THE LOCAL UTILITY STANDARDS AND SPECIFICATIONS.
COMPRESSIVE STRENGTH OR GREATER WHERE NOTED ON PLANS.
PLANS. UTILITIES SHOWN ON THE PLANS ARE FOR REFERENCE ONLY
DENSITY REQUIREMENTS AS DETERMINED BY THE AASHTO T-180
CLASS I CONCRETE SHALL CONFORM WITH THE FOOT
AND MAY NOT DEPICT ACTUAL LOCATIONS. CONTRACTOR SHALL
SPECIFICATIONS. SUBGRADE SHALL EXTEND 12 INCHES BEYOND THE
THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48
SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED AS
NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND DEPTH OF THEIR
PROPOSED EDGE OF PAVEMENT AND/OR 6" BEYOND VALLEY
HOURS BEFORE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND
PAVING SHALL DEVELOP 3000 p.s.i. (MINIMUM) 28 DAYS.
LINES PRIOR TO CONSTRUCTION.
GUTTER, TYPE "F" CURB & GUTTER, OR TYPE "D" CURB. SUBGRADE
UTILITIES.
COMPRESSIVE STRENGTH.
CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR
SHALL BE 12 INCHES THICK COMPACTED TO 98% ACCORDING TO
CORRUGATED ALUMINUM PIPE USED BENEATH PAVEMENT SHALL BE
THE DEENERGIZING OF POWER LINES AND/OR HOLDING POWER POLES
AASHTO T-180. ALL MUCK, STUMPS, ROOTS OR OTHER DELETERIOUS
13.
PAVEMENT TRAFFIC STRIPES AND MARKINGS SHALL BE IN
DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
MATTER ENCOUNTERED IN THE PREPARATION OF THE SUBGRADE
ACCORDANCE WITH CITY OF DELRAY BEACH CURRENT STANDARDS
SHALL BE REMOVED COMPLETELY FROM THE CENTERLINE OF THE
ALL CONSTRUCTION ACTIVITY, INCLUDING TRENCHING, IS TO BE A
AND/OR MANUAL ON UNIFORM TRAFFIC CONTOL DEVICES FOR
CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR
ROADWAY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF
MINIMUM OF SIX FEET FROM THE BASE OF ANY TREE THAT IS
STREETS AND HIGHWAYS, AND/OR PALM BEACH COUNTY TRAFFIC
THE REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING
PAVEMENT. IF SUBGRADE IS REQUIRED TO BE STABILIZED, THE
DESIGNATED TO REMAIN.
DEPARTMENT TYPICAL T -P-10-001, WHERE APPLICABLE.
CONSTRUCTION AT NO ADDITIONAL COAST TO THE OWNER.
REQUIRED BEARING VALUE DETERMINATIONS SHALL BE MADE BY THE
FLORIDA BEARING TEST, TEST METHOD "C" OF AASHTO T-180
14.
SEQUENCE OF CONSTRUCTION - THE SEQUENCE OF CONSTRUCTION
ALL ELEVATIONS REFER TO N.G.V.D. 1929. MINIMUM FINISHED FLOOR
SPECIFICATIONS.
PLANTER AREAS/ISLANDS AND REPLACED WITH APPROPRIATE
SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY
ELEVATION FOR ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR
PLANTING SOIL PRIOR TOT THE LANDSCAPING OF THE SITE.
KIND THAT ARE BENEATH THE PAVEMENT, SHALL BE IN PLACE AND
3.
SHELLROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH
HAVE PROPER DENSITY PRIOR TO THE CONSTRUCTION AND
SECTION 250 OF THE FLORIA DEPARTEMENT OF TRANSPORAT10N
THE REMOVAL OF ANY TREE ON THE SITE IS PROHIBITED WITHOUT
COMPACTION OF THE SUBGRADE
SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,
THE REQUIRED PERMITS.
REVIEW PRIOR TO CONSTRUCTION OR INSTALLATION AS REQUIRED BY
LATEST EDITION. THE THICKNESS OF THE SHELLROCK BASE SHALL
15.
INLETS AND MANHOLES - ALL INLETS AND MANHOLES SHALL BE
THE ENGINEER OR BY. THE APPROPRIATE GOVERNING AGENCIES.
BE AS SHOWN ON THE DETAIL DRAWINGS AND SHALL BE
ALL MATERIALS AND CONSTRUCTION WITHIN THE FDOT
CONSTRUCTED IN ACCORDANCE WITH THE FDOT SPECIFICATIONS,
COMPACTED TO A DENSITY OF 98% OF THE MAXIMUM DENSITY AS
RIGHT-OF-WAY SHALL CONFORM TO THE FDOT DESIGN STANDARDS
LATEST EDITION, AND ROADWAY AND TRAFFIC DESIGN STANDARDS,
CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR, AT
DETERMINED BY AASHTO T-180. THE SHELLROCK SHALL HAVE A
FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS
LATEST EDITION, AND PBC STANDARDS LATEST EDITION, WHERE
NO ADDITIONAL COST TO THE OWNER, ALL NECESSARY PERMITS,
MINIMUM OF 40% CARBONATES OF CALCIUM AND MAGNESIUM IN THE
ON THE STATE HIGHWAY SYSTEM (LATEST ED.).
APPLICABLE.
FEES AND LICENSES.
MATERIAL.
20.
16.
GRATE ELEVATIONS REFER TO THE FLOWLINE OF THE GRATE.
4.
LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH
LIMITED TO THE HOURS OF 9AM-3PM, MONDAY -FRIDAY EXCLUDING
NOTICES AND COMPLYING WITH ALL PERMITS) CONDITIONS.
SECTION 200 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD
17.
GRADES SHOWN ARE FINISHED GRADES.
AND BRIDGE CONSTRUCTION, LATEST EDITION. THE THICKNESS OF
PROVIDED IN ACCORDANCE WITH INDEX 613 OF THE FOOT DESIGN
9.
CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR
THE LIMEROCK BASE SHALL BE AS SHOWN ON THE DETAILED
18.
MINIMUM ROAD CROWN ELEVATION SHALL BE EL. 6.75' N.G.V.D.
THE HOLDING OF OTHER UTILITY POLES DURING CONSTRUCTION AT
DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 98% OF
NO ADDITIONAL COST TO THE OWNER.
THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180.
19,
REINFORCED CONCRETE PIPE - THE PIPE SHALL CONFORM WITH THE
ALL CONCRETE SHALL DEVELOP 2500 D -L (MINIMUM) 28 DAY
REQUIREMENTS OF CLASS III OF ASTM C-76 AND WITH THE FOOT
5.
MUCK AND PEAT - IF MUCK AND/OR PEAT ARE ENCOUNTERED IN
SPECIFICATIONS, LATEST EDITION. THE FIRST JOINT OF PIPE
CLASS I CONCRETE SHALL CONFORM WITH THE FOOT
THE ROAD OR PARKING AREA, THEY WILL BE REMOVED COMPLETELY
ENTERING OR LEAVING A MANHOLE OR INLET SHALL BE WRAPPED
SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED AS
TO A WIDTH OF TEN FEET BEYOND THE EDGE OF PAVEMENT AND
WITH FILTER FABRIC PER FOOT SPECIFICATIONS.
PAVING SHALL DEVELOP 3000 p.s.i. (MINIMUM) 28 DAYS
SHALL BE BACKFILLED WITH GRANULAR MATERIAL. IF HARDPAN IS
COMPRESSIVE STRENGTH.
ENCOUNTERED IN THE SWALE AREA, IT WILL REMOVED TO A WIDTH
20.
CORRUGATED ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF
ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
OF TWO FEET AT THE SWALE INVERT AND REPLACED PATH
AASHTO M196 AND SECTIONS 125, 430 AND 943 OF THE FOOT
REQUIREMENTS OF THE LOCAL UTILITY.
GRANULAR MATERIAL.
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,
LATEST EDITION.
6.
WHERE SOD IS DESIRED, LOWER THE GRADE 2 INCHES BELOW THE
FINISHED GRADE TO ALLOW FOR THE THICKNESS OF THE SOD.
21.
MEASUREMENT OF THE LENGTH OF PIPE SHALL BE FROM THE
CENTER OF THE STRUCTURE TO THE CENTER OF THE STRUCTURE.
7.
CLEARING AND GRUBBING - WITHIN THE LIMITS OF CONSTRUCTION
ALL VEGETATION AND ROOT MATERIAL SHALL BE REMOVED.
22.
PIPE BACKFILL - REQUIREMENTS FOR PIPE BACKFILL CROSSING
ROADS OR PARKING AREAS SHALL BE DEFINED IN THE FOOT
8.
GUMBO - WHERE GUMBO OR OTHER PLASTIC CLAYS ARE
SPECIFICATIONS, LATEST EDITION. PIPELINE BACKFILL SHALL BE
ENCOUNTERED, THEY SHALL BE REMOVED WITHIN THE ROADWAY AND
PLACED IN SIX INCH LIFTS AND COMPACTED TO 100% OF THE
PARKING AREAS ONE FOOT BELOW THE SUBGRADE EXTENDING
STANDARD PROCTOR (AASHTO) T-99 SPECIFICATIONS.
HORIZONTALLY TO THE OUTSIDE EDGE OF THE SHOULDER AREA.
23.
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE (3)
9.
PRIME COAT SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE
CERTIFIED COPIES OF A CHEMICAL AND SIEVE ANALYSIS OF THE
FDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE
SHELL ROCK BY A STATE OF FLORIDA CERTIFIED LAB WHEN
CONSTRUCTION, LATEST EDITION. PRIME COAT SHALL BE RC -70 OR
CONSTRUCTING A SHELL ROCK BASE FOR ROADWAY.
ASPHALT EMULSION PRIME (AEP). PRIME COAT SHALL BE APPLIED
AT A RATE OF APPLICATION NOT LESS THAN 0.10 GALLONS PER
24.
PRIOR TO CERTIFICATION OF THE DRAINAGE SYSTEM, THE
SQUARE YARD FOR LIMEROCK BASES AND NOT LESS THAN 0.15
CONTRACTOR MUST PUMP DOWN AND LAMP THE DRAINAGE SYSTEM
GALLONS PER SQUARE YARD FOR SHELL ROCK OR COQUINA SHELL
FOR INSPECTION BY THE ENGINEER AFTER FINISHED ROCK FOR THE
BASES.
ROADWAYS HAS BEEN INSTALLED.
10.
TACK COAT - BITUMINOUS TACK COAT SHALL CONFORM WITH THE
REQUIREMENTS OF THE FOOT SPECIFICATIONS, LATEST EDITION AND
SHALL BE APPLIED AT THE RATE OF 0.08 GALLONS PER SQUARE
YARD, UNLESS A VARIATION IS APPROVED BY THE ENGINEER.
1Q.
.
Call before you dig.
q�1J ��I7
1'.$ u N v `A„ -0
Know
Towle a, C-Astream, F`
CALL 48 HOURS BEFOREYOUDIG.
IT'S THE LAW
1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
0 COPYRIGHT 2015 BY ENYIROOESIGN ASSOCIATES, INC.
THIS DRAWING IS PROVIDED FOR INFORMAHONAL PURPOSES ONLY,
UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL
ENGINEER REPRESENTING ENMRODESGN ASSOCIATES, INC.
Y
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DRAWN:
M.T.J.
CHECKED:
J.A.P.
DATE:
5/29/15
JOB NO.
14049-DTL
SHEET NO.
LI OF 5
GENERAL NOTES
1.
CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE
12.
ENVIRODESIGN ASSOC. INC. SHALL NOT BE RESPONSIBLE FOR THE
MONUMENTS AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID
SAFETY OF THE WORKERS OR THE GENERAL PUBLIC. CONTRACTOR
SURVEY MARKERS DURING CONSTRUCTION. CONTRACTOR SHALL BE
SHALL BE RESPONSIBLE FOR PROVIDING SAFETY TO THE WORKERS
RESPONSIBLE FOR REPLACEMENT OF PERMANENT REFERENCE
IN ACCORDANCE WITH OCCUPATIONAL SAFETY & HEALTH
MONUMENTS DISTURBED DURING CONSTRUCTION, AT NO ADDITIONAL
ADMINISTRATIONS (OSHA) REQUIREMENTS AND THE SAFETY OF THE
COST TO THE OWNER.
GENERAL PUBLIC.
2.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL
13.
ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE WITH
EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE
THE LOCAL UTILITY STANDARDS AND SPECIFICATIONS.
PLANS. UTILITIES SHOWN ON THE PLANS ARE FOR REFERENCE ONLY
AND MAY NOT DEPICT ACTUAL LOCATIONS. CONTRACTOR SHALL
14.
THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48
NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND DEPTH OF THEIR
HOURS BEFORE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND
LINES PRIOR TO CONSTRUCTION.
UTILITIES.
3.
CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR
15.
CORRUGATED ALUMINUM PIPE USED BENEATH PAVEMENT SHALL BE
THE DEENERGIZING OF POWER LINES AND/OR HOLDING POWER POLES
IN CONFORMANCE WITH SEC. 8.24.E.5.i
DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
16.
ALL CONSTRUCTION ACTIVITY, INCLUDING TRENCHING, IS TO BE A
4.
CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR
MINIMUM OF SIX FEET FROM THE BASE OF ANY TREE THAT IS
THE REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING
DESIGNATED TO REMAIN.
CONSTRUCTION AT NO ADDITIONAL COAST TO THE OWNER.
17.
ALL LIMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE
5.
ALL ELEVATIONS REFER TO N.G.V.D. 1929. MINIMUM FINISHED FLOOR
PLANTER AREAS/ISLANDS AND REPLACED WITH APPROPRIATE
ELEVATION FOR ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR
PLANTING SOIL PRIOR TOT THE LANDSCAPING OF THE SITE.
ABOVE ELEVATION 8.50' (WHICH IS 18" ABOVE CROWN OF ROAD).
18.
THE REMOVAL OF ANY TREE ON THE SITE IS PROHIBITED WITHOUT
6.
SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR
THE REQUIRED PERMITS.
REVIEW PRIOR TO CONSTRUCTION OR INSTALLATION AS REQUIRED BY
THE ENGINEER OR BY. THE APPROPRIATE GOVERNING AGENCIES.
19.
ALL MATERIALS AND CONSTRUCTION WITHIN THE FDOT
RIGHT-OF-WAY SHALL CONFORM TO THE FDOT DESIGN STANDARDS
7.
CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR, AT
FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS
NO ADDITIONAL COST TO THE OWNER, ALL NECESSARY PERMITS,
ON THE STATE HIGHWAY SYSTEM (LATEST ED.).
FEES AND LICENSES.
20.
LANE CLOSURES WITHIN THE FOOT RIGHT-OF-WAY SHALL BE
8.
CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED
LIMITED TO THE HOURS OF 9AM-3PM, MONDAY -FRIDAY EXCLUDING
NOTICES AND COMPLYING WITH ALL PERMITS) CONDITIONS.
GOVERNMENTAL HOLIDAYS. MAINTENANCE OF TRAFFIC SHALL BE
PROVIDED IN ACCORDANCE WITH INDEX 613 OF THE FOOT DESIGN
9.
CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR
STANDARDS (LATEST ED.)
THE HOLDING OF OTHER UTILITY POLES DURING CONSTRUCTION AT
NO ADDITIONAL COST TO THE OWNER.
10.
ALL CONCRETE SHALL DEVELOP 2500 D -L (MINIMUM) 28 DAY
COMPRESSIVE STRENGTH OR GREATER WHERE NOTED ON PLANS.
CLASS I CONCRETE SHALL CONFORM WITH THE FOOT
SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED AS
PAVING SHALL DEVELOP 3000 p.s.i. (MINIMUM) 28 DAYS
COMPRESSIVE STRENGTH.
11.
ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE LOCAL UTILITY.
1Q.
.
Call before you dig.
q�1J ��I7
1'.$ u N v `A„ -0
Know
Towle a, C-Astream, F`
CALL 48 HOURS BEFOREYOUDIG.
IT'S THE LAW
1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
0 COPYRIGHT 2015 BY ENYIROOESIGN ASSOCIATES, INC.
THIS DRAWING IS PROVIDED FOR INFORMAHONAL PURPOSES ONLY,
UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL
ENGINEER REPRESENTING ENMRODESGN ASSOCIATES, INC.
Y
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DRAWN:
M.T.J.
CHECKED:
J.A.P.
DATE:
5/29/15
JOB NO.
14049-DTL
SHEET NO.
LI OF 5
METER BOX BY CONTRACTOR, PAVEMENT
METER BY CITY
PRESSURE TEST LIMIT
USF#7605 OR
18" MAX. ORN0. WA04-1300-15HIX
BOX A: HEXAGONAL
COVER MARKED 'S'
PROPERTY EXPANSION JOINT
UNE MATERIAL
_
REFER TO STANDARD
PRODUCTS LISTS:
SHEET SPL -2 FOR POLYETHYLENE TUBING
GONG COLLAR
METER BOX AND SOR9/3408
TO GRADE
COYER TYPES I
SHORT SERVICES
[P11UR
IN SODDED AREAS
PAYED SEE NOTE NO. 1
ONL� -
SURFACE
BRASS CURB STOP I LONG S:2��ATERMAIN
STRAIGHT BALL VALVE I
WITHLOCKING WING
(SEE STANDARD
PRODUCT LIST)
INVERTED THREAOEO
R/WP.V.C.
LINE
PLUG 8• X 24• SQ. CONC.
W/1-/4 EACH SIDE
SCH.
SCH. 80 P.V.C. SLEEVE UNDER7316 5.5. DOUBLE STRAP SADDLEPAVEM'T.
TO EXTEND 5' BEYONDITH BRASS CORPORATION STOP
SCHEDULE 40
THE EDGE OF PAVEMENT (SEE STANDARD PRODUCT UST)
PVC CLEANOUT
NOTES:
' 5' WYE 4' -45' ELL
1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED
A MINIMUM OF 18. ON CENTER.
2. SERVICE UNES SHALL NOT BE PLACED UNDER DRIVEWAYS.
3. ALL METERS REQUIRE A LOCKING BRASS CURB STOP WITH
TO
GRAVITY
LOCK WING (1•MIN.).
SEWER
46"""
4. NO FITTINGS BETWEEN CORPORATION STOP AND BRANCH
ASSEMBLY.
5. MAXIMUM SERVICE LENGTH IS 100' TO METER.
6. CASING PIPE I.D. SHALL BE SERVICE O.O. PLUS 1• MINIMUM.
7. MINIMUM BEND RADIUS ON SERMCES SHALL BE 14'.
PLUG TO REMAIN
ON ALL SERVICES BEHIND METER.
HARCOs PVC REDUCER IN PLACE UNTIL
8. METER SIZE WILL BE DETERMINED BY PUBLIC UTILITIES DEPT.
REO'D. FOR CONNECTION TO CLAY PLUMBER MAKES
UPON APPUCATION FOR SERVICE.
SERVICES ONLY. (DONUTS NOT ALLOWED) CONNECTION
9. ALL VALVES TO BE BALL VALVES.
10. METER BOX SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR.
NOTE:
1. INVERTED BRASS CAP SHALL BE USED IN GRASS AREAS IN LIEU OF CASTING AND
CONE COLLAR.
2. MINIMUM DEPTH OF SERVICE LATERAL SHALL BE 3 FEET.
TYPICAL SERVICE CONNECTION PW 9.1a
TYPICAL RESIDENTIAL CLEANOUT WW 5.1
ROTATE BENDS AS REQUIRED
OCRAN 0
NFIGURED FBRANCH 1 NOS)
ALTERNATE:
SLOPE UP TO It ADDITIONAL RISER AND BEND
WHERE GREATER SEWER DEPTH
1/8• PER FOOT MIN,
I IT -
ROTATE BEND
AS REQUIRED
LAY ON MIN. 6• PVC SDR 35
UNDISTURBED SOIL 60'
MAX.
SLOPE UP TO It
1/8• PER FOOT MIN.
BARRIER
NOTES BELOW)
ANOUT ON EACH BRANCH
SANITARY DOUBLE SERVICE MAKE SERVICE
SEWER MAIN CONNECTION AT
R/W LINE
-
�p
6• MIN. SERVICE UNE
_
oA
018•
TY UNE
---t6(SEE
ANOUT ON EACH BRANCH
MAXR/W OR EASEMENT UNE
TY FACILITIES
(MAINS, SERVICES,
TY FACILITIES
ETC.)
(MAINS, SERVICES,
SINGLE SERVICE
ETC.)
SANITARY PROPERTY UNE
SEWER MAIN
3 6• MIN. SERVICE UNE 3' MAXIMUM
NOTES,
1S• I CLEANOUT
F
1. ALL ROOT BARRIERS SHALL BE 4' MINIMUM FROM ALL CITY FACIUTIES.
NOTES:
MAX.
R/W OR EASEMENT LINE
2. THE INSTALLATION OF ROOT BARRIERS SHALL BE COORDINATED WITH CITY AND
1. THIS DISTANCE SHALL BE 10' MINIMUM FROM ALL CITY FACILITIES
NOTE'
INSPECTED BY CITY PRIOR TO BACKFILLING. ALL ROOT BARRIERS SHALL EXTEND
UP TO FINISHED GRADE.
IF NO ROOT BARRIER 15 USED.
1. SERVICE LATERALS SHALL TERMINATE INSIDE PROPERTY UNE A DEPTH
3. ROOT BARRIERS SHALL BE MINIMUM 36' DEEP. APPROVED PRODUCTS INCLUDE
OF 3 FEET AND MARKED WITH A 2•X 4• TREATED STAKE.
'DEEP ROOM AND 'ROOT SOLUTIONS". FLEXIBLE BARRIERS SHALL BE 36• PANELS
2. CLEANOUT INSTALLATION SHALL BE PROPERTY OWNERS RESPONSIBILITY
MANUFACTURED BY BIOBARRIER.
AND SHALL BE INSTALLED BY UCENSED PLUMBER.
4. ALL ROOT BARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS
3. SEE DETAIL PW 2.1 FOR SEPARATION REQUIREMENTS.
WRITTEN INSTRUCTIONS.
SEWER SERVICE CONNECTIONS WW 4.1
TYPICAL TREE WITH ROOT BARRIER LD 1.1
TYPICAL TREE WITHOUT ROOT BARRIER LD 1.2
sir
JUL 1 C 2015
GULF STREAM, FL
Town of Gulistream, F11
CALL 48 HOURS BEFORE YOU DIG.
IT'S THE LAW
15. 1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
Know what's bEIOW. ® COPYRIGHT 2015 BY ENMRODESIGN ASSOCIATES, INC
THIS DRAWING IS PROMDED FOR INFORMATIONAL PURPOSES ONLY,
Call bOfOfB you d19. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL
ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES. INC.
33
BACKFILL AFTER
INSTALLATION OF
INLET FILTER
INLET FILTER INSTALLATION
WITHOUT FRAME AND GRATE
WIRE SUPPORT - MOULD 616', 5/5 GA. 49 #/100 SO. FT
WELD WARE SUPPORT. EXTEND 6 MIN. AT SIDES
NOTES: NOT TO SCALE
1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM.
2. CONTRACTOR TO REMOVE FABRIC JUST PRIOR TO PAVING.
FABRIC
GRATE
A SEDIMENT TRAP WILL BE EXCAVATED BEHIND THE CURB AT THE INLET. THE BASIN
SHALL BE AT LEAST 12 TO 14 INCHES IN DEPTH, APPROXIMATELY 36 INCHES IN WIDTH,
AND APPROXIMATELY 7 TO 10 FEET IN LENGTH PARALLEL TO THE CURB.
STORM WATER WILL REACH THE SEDIMENT TRAP VIA CURB CUTS ADJACENT TO EACH
SIDE OF THE INLET STRUCTURE. THESE OPENINGS SHALL BE AT LEAST 12 INCHES IN
LENGTH. STORM WATER MAY ALSO REACH THE BASIN VIA OVERLAND FLOW LAND AREA
BEHIND THE CURB. THE CURB CUTS SHALL BE REPAIRED WHEN THE SEDIMENT TRAP IS
REMOVED.
INLET FILTER DETAIL D 8.1
L ME INTENT OF EROSION CONTROL MEASURES INDICATED GRAPHICALLY ON
PIANS IS TO PROVIDE A BMPoEI TO CONTAIN SILT AND SEDIMENT ON THE
PROJECT SIE MIS REPRESENTATION IS PROVDED FOR INE CONVENIENCE OF
IN CONTRACTOR RIE IEST OF EROSION CONIROL ESFE-VENESS IS NOT
TO BE DETERMINED BY ADHERENCE TO THE REPRESENT SET FORM ON INE
DRAIWNGS AND SPECJRCATIONS. BUT BY MEETING THE REGULATIONS SET
FORM BY THE AUMORITV HANNG JURS01"KIN OVER WATER QUAIITY CON OL
AND OTHER SEDINENTATON RESTRICTION REQUIREMENTS IN ME REGION,
2, APPROVED EROSION AND SEDIMENT CONMOL MEASURES SHAJL BE WSTALLm
PRIOR TO ANY CLEANING GR—G. EXCAVATION. FLUNG. OR OWER LAND
DISTURBANCE ACTIVTIES, E%LEFT THOSE OPERATIONS NEEDED TO INSTALL
SUCH MEASURES.
O. INSPECTION OF ALL EROSION —01. MEASURES SHALL BE CONDUCTED WEEXLY,
OR AFTER EACH RAINFALL EVENT. REPNR, AND/OR REPLACEMENT OF sud
MEASURES SHALL BE MAGE M-1, AS NEEDED.
4. KEEP DUST WMIN TOLERABLE LIMITS BY SPRINKUNG OR DINER ACCEPTABLE
MEANS.
5. ADDITIONAL EROSON AND SEDIMENT CONIROL MEASURES MAY BE REWIRED
IF DEEMED NECESSARY BY MSTE INSPECTION.
B. FAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES
SHALL RESULT IN CONSMUCTION BEND NALTEO.
7. ORNNABE INLETS SHALL BE PROTECTED BY FILTER IND GRADED Rod AS PER
INLET PROTECTION DETAIL
B. ANY ACCESS ROUTES TO SIE SHALL BE BASED WIN CRUSHED STONE, WHERE
PRACTCAL.
B. EROSION CONTROL MEASURES APE TO BE MAINTAINED UNTIL PERMANENT
GROUND COVER IS ESTABLISHED.
10, WHENEVER FEASIBLE NAIURAL VEGETATION SHALL BE RETAINED AND PROTECTED.
11. ALL WORK IS TO BE IN COMPUANCE WITH ME RULES AND REG ULATONS SET
FORM BY ME STATE OF FLORIDA, DEPARTMENT OF ENVRONMENTAL PROTECTION
AND ME OTY OF OEIRAY BEACH.
12. DISdMGE MOM DEWATERING OPERATCNS SHALL BE RETAINED ONSITE IN A
CONTANME T AREA.
EROSION CONTROL NOTES DETAIL D9.1
— —II}— P O M C D R I V E—
STEEL
EXTRA STRENGTH FILTER FABRIC WOOD
NEEDED WITHOUT WIRE MESH SUPPORT—
FOR ADDITIONAL STRENGTH
FILTER FABRIC MATERIAL CAN
BE ATTACHED TOAWINCH (MAX.)
WINE RE SCREEN WHICH HAS
BEEN FASTENED TO THE POSTS
FLOW
FLOW
G WITH WARE SUPPORT FENCE
WITHOUT WRE SUPPORT FENCE
NOTES:
1. THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES (90 CM)
2. ME FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH
OF THE BARRIER TO AVOID THE USE OF JOINTS.
3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER LOCATION
AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (30 CM). WHEN EXTRA
STRENGTH FABRIC
IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT
EXCEED 6 FEET (1.8 M).
4. ATRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WIDE AND 4 INCHES
(10 OM) DEEP ALONG THE UNE OF POSTS AND UPSLOPE FROM THE BARRIER.
5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL
SE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE
STAPLES AT LEAST i INCH (25 MM) LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL
EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT EXTEND MORE
THAN 36 INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE
6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WARED TO THE FENCE,
AND 8 INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE
FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGIONAL
GROUND SURFACE,
7. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC.
S. ALL PROJECTS REQUIRE SUBMITTAL OF POLLUTION PREVENTION PLAN (PPP).
9. ALL PROJECTS 1 AC. OR MORE MUST SUBMIT NOTICE OF INTENT (N01) TO FDEP
SILT FENCE INSTALLATION DETAIL D 9.10
Sheet 1 of 2
MAI 2 0 2015
ba of Gulfstream, '
PLACE THE END POST
Mill OF THE SECOND FENCE
INSIDE THE END POST
OF THE FIRST FENCE
ROTATE BOTH POSTS AT
LEAST 180 DEGREES IN A
CLOCKWISE DIRECTION TO
CREATE A TIGHT SEAL
WITH THE FABRIC MATERIAL
DIRECTION OF RUNOFF WATERS
+ + DRIVE BOTH POSTS ABOUT
18 INCHES INTO THE
GROUND AND BURY FLAP
ATTACHING TWO SILT FENCES
NOT TO SCALE
SILT FENCE INSTALLATION DETAIL D 9.1b
Sheet 2 of 2
NOTE:
A CONSTRUCTION ENTRANCE SHALL BE
CONSTRUCTED AND CONTAIN AN AGGREGATE
LAYER (FOOT AGGREGATE NO.1), AT LEAST
6 -INCHES THICK. IT MUST EXTEND TO THE
WIDTH OF THE VEHICULAR INGRESS AND
EGRESS AREA.
STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C
APO ? )VFI SET
JUL dy 2015
owiv OF
GULF
STREAM, FL
CALL 48 HOURS BEFORE YOU DIG.
IT'S THE LAW
1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
SCALE: 1" = 20'
15.
s 1s
LL,� ® COPYRIGHT 2015 BY ENVIRODESIGN ASSOCIATES, INC.
Know what's UCIOW. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY,
Call before you dig. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL
ENGINEER REPRESENTING ENVRODESIGN ASSOCIATES, INC.
FENCE POST
(WOW OR STEEL)
FABRIC
RUNOFF
DIG 4' WIDE & 4" DEEP 4
I
TRENCH, BURY BOTTOM
8" OF FABRIC, AND
ANCHOR W/COMPACTFD
BACKFILL MATERIAL
SILT FENCE SECTION
NOT TO SCALE
PLACE THE END POST
Mill OF THE SECOND FENCE
INSIDE THE END POST
OF THE FIRST FENCE
ROTATE BOTH POSTS AT
LEAST 180 DEGREES IN A
CLOCKWISE DIRECTION TO
CREATE A TIGHT SEAL
WITH THE FABRIC MATERIAL
DIRECTION OF RUNOFF WATERS
+ + DRIVE BOTH POSTS ABOUT
18 INCHES INTO THE
GROUND AND BURY FLAP
ATTACHING TWO SILT FENCES
NOT TO SCALE
SILT FENCE INSTALLATION DETAIL D 9.1b
Sheet 2 of 2
NOTE:
A CONSTRUCTION ENTRANCE SHALL BE
CONSTRUCTED AND CONTAIN AN AGGREGATE
LAYER (FOOT AGGREGATE NO.1), AT LEAST
6 -INCHES THICK. IT MUST EXTEND TO THE
WIDTH OF THE VEHICULAR INGRESS AND
EGRESS AREA.
STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C
APO ? )VFI SET
JUL dy 2015
owiv OF
GULF
STREAM, FL
CALL 48 HOURS BEFORE YOU DIG.
IT'S THE LAW
1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
SCALE: 1" = 20'
15.
s 1s
LL,� ® COPYRIGHT 2015 BY ENVIRODESIGN ASSOCIATES, INC.
Know what's UCIOW. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY,
Call before you dig. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL
ENGINEER REPRESENTING ENVRODESIGN ASSOCIATES, INC.
CONIC BULKHEAD CAP
WET FACE OF BULKHEAD
NORTH COVE /
BULKHEAD LINE
WET FACE OF BULKHEAD
70
_ 1QQ.OQ_ . —
WOOD DOCK
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6. gamato setter.
to to be self
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-
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(� .3
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30'-00" REAR SETBACK
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....
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.ening. Plrket1 to be epeced
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-
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close enough to prohlbR the
of
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s
Gates to be self cbeing and
self latchlr:g.
- -
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(� .3
— —
ONT SETBAGK.pen f« planting — — — — —
. - Q en opfor planting
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I LIFT TATION
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'
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..m
M. —�9Q52--= —_—_--_---
U.B. a
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— — — — — —277.23' OVERALL
0
—� 10' ADDITIONAL RIGHT OF WAY PER PLAT BOOK 24, PAGE 185 Z
—
— — POLO DRIVE—
n
NORTH SIDE GATE AND WALLS
SCALE: IR" • I'-0'
.ut .oral colwm
a�— -11 cep
e�gnv;:n SET
woo�en gate, pelnl - - cut coral reap
eeh Nutters. end column up
get. m be aelr
loeing end Bair , • 0 201 4' hl. alunlrum
latcrrng M f belack plckat
r be P —cl
tco be .paced
W
e°cugh to
1a3Via0 ai9 Pdbtue
age ora 4
Z'
t�+L9LF QTR
SOUTH SIDE GATE AND RAILING
SCALE: I/2" • I'-0"
project'
cacioppo
nan'tale' esicf n
t Corel column
and cap ulf str am
p nevolo or .gust f to da
_ gas leneern J// �
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cut c«el well
iF
dave bodker
Ilandscape architecture/plannN W
S' -m" ,�- I•-4" -r 601 n. congress ave.. suite 105-a
ENTRANCE WALLS UJ/ COLW-IN delray beach. florida 33445
561-276-6317
SCALE: 1/2' • r-0' #LA0000999
sheet title
layout
ball Antal plan
wte«al eowm protect number'
—I. > RECEIVED < 5915
b-
evolo or oquel te' s -z2 -is
gas lantern scaler r - to
drawn by' j-
2015
ae
—� 2Q15
JUN
y revisions=
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sheet=
ENTRANCE
NORTIi
ENTRANCE COLUMN 0�
L—i
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SCALE: ' • -0"
1 of 4 sheets
POLO DRIVE
in A \ / C n
fi LANT LIST
EXISTINrx TizEE LIST
r1YM
BOTANICAL/COYP'ION NAME
SPECIFICATIONB
QL
= TREE NAME DESCRIPTION 5TATU5
AFI
Adonldla n.rFl ll
Ya' M.,
13
A PI-. nWcla 40ht. x 40' apr, $S" cal. emaln
Clnletmae Palm
matched
B Mango 25'24" cel. r
C Avocado 20' M. x 18' apr., 2" cel. remeln
AM2
Ad -da nerrlllll
24' ca. ht,
2
D Foxteil pal. Ib' K.
Double C/rbtmae Palm
staggered I-
E Foxtd 11 pal. 20' M.
F Foxtall paM 12' M.
AM3
A i-ldla nerrlllll
24' oa. ht,
I
G Scherrl.ra Ib' M. x 16' apr, mull)
Triple Clriatmae P.I.
eteggeretd Me.
H Claistme. paM 16' M, triple
CY'rletmaa p1M Ib' M, triple
BN
Blenarkle -1c 11.
Blenardt Pe lm
10' c.t.
I
J Clrl.tmaa paM 16' M, triple
KChinese ten IB' ht, poor
L pensee ren IB' M, poo, remove
CG
Cyathea cooper)
5' M. x 6' 'Pr.
I
Auurallen Tree Fa+n
CM
oery.ta .111.
W' M. x b' .pr,
30
Fiaheall Palm
NII to base
CN
Cocoa -.1-a
25' M. 30' ht, 35' hL.
IS
Coconut PBM
Bening tnrae
DL
Dypele wt.ecene
14' oa. M,
B
Areae P.I.
NII t. base
FA
FI.- awes
20' hL x m' apr, 12" cal.
I
Strangler Fig
- collected spec...
FB
Fl -a lo-Sheleneie
20' ht. x10' apr, 12" cal.
1
Banyan Tree
- collected ap-c -
FIR
Ficus rublgnoea
20' hL x i0' apr, b" -B" cal,
2
F4sty FIS
or collected sPac.a,
JM
J. -r -e mlmoaifolle
W. M, x B' apr,
2
Jac .r
3" cal.
LS
Lager.troemle ep..I-a
t h, x e' apr„
4
Qua -0 Grape r tle
3" cal.
MU
M- acwnlnala
5' M.
I
Bandne
F'E7
Pyd+oeperma .Ing
22' ca. ht,
4
Fm
Double Alexander Pel.
double Mak
RM
Revenala m.d.g...... nal.
12' M. x B' aPr.
I
Trovelars T-
ALO
At-.,. app.
30° Pt- 24" op,
19
Elephant Ear
24' o,
ANT
Blyda noel f-30'
M x 30" apr.
4
Birds Nes, Fem
ASE
Aep'a, "a
IS hL x 18" apr.,
146
®®®
� ���
Ca et iron Plant
IB" oc.
o /E®
ASP
A.perague dere. my.r.
C' M. 12' apr.,
143
n
�xip \�T
SET
Foxtall Asp -q-
t2 o.c.
BEG
Begenle ar,galwing
16• M. x 16° pr,
12
JULSSSV.••aaa
Angeluing Bagonla
ia..L.
tl 015
Bou
Bouga MVlllea app.
10' runner., ..Pelle,
9
1''71
Bouge Mvll I.: Vlrq
- 4ellls, color by Owrar
a�R9 aaa---��u9�v`y �-y�l�
CAL
C.11111 r -e
Beawtyb ry
36" M. x 24° apr.
2
Gul-F S rR V'/-
,REAM
CHA
Chemaedorea ca,eractarum
5' M. x 5' apr,
6
' B
Cat Pel.
full to Bess
GRI
C,1- .-bit.
36" M, x W. apr.
4
F\zpl. Crinue Llly
GTR
Cyr). Nl ralcatum
R' ht x 14" alp,
62
Holly F-
12 o.c.
FIG
Pic- mlcrocerpa
10° M. x 10" apr,
210
Green )eland
Q' o.c.
Fiv
Flcue p -I le
36" r--.
1
proje:Gt
Flg Vine
GAR
Ga,.I-la .1am1 supreme
5' M. x 3' apr,
4
c Aa c i a p p o
111em1 Suprema GardanbeP-1-
-
NEL
Wallconla rostrate
6' M. x 36" apr,
n
r ile� lie S I. ar C
Lobetar Claw Hellconla
3 pp,
If etre rp
HEM
Hemaoce Ill.
16- M. x 16' apr,
IBB
flDrl
Dayllly
IB" oc,
HYM
14 m -.ca Ill.
W ht x 12' apr.,
40
Spider Llly
Q" oc
IRI
Irl. I-Wana
Ib" M. x Ib" apr.,
24
I
Iris
a" ...
JAS
Jaemlrum -k bllia
16" M. x Ib" apr.,
82
LIR
Wax Ja-l-
Llrlop. evergreen giant
Giant Lirlope
IB" ...
m" ht. x 10' apr.,
Q• _
1661
ave bodk
MAN
Mandevilla app.
8' roma,., -palter
10
r
rwndevnld vine
t. r-men�e
landecepe erchAecture/planning k.'
NEP
Nepl plepaie fdlcata
18" M_ x IB" apr.,
135
Macho Fem
IS--
601 n. congress ave.. suite 305-a
defray bench. flonda 33445
ODO
odomonama etrictun
24° M. x B" apr,
39
5G1-276-6311
Flreepike
24" et.
OPN
ophiopog- Japoalcud
6" M. z 6" apr,
1428
#LA0000999
Mwldo Graea
b" oa.
Sheet title
PAC
Pec -.N. lutea
16" M. x 12• spr,
18
Gold's 61-mep Plant
Q"an
planting
PET
IF-- app.
V rumors, -Pali.,
2
W.lerla Vlne
t.r-Idence
rw:a®CEI"C® i8'49 plan
41��1G
PLU
Pk mbego app.
18" M. x 18° pr,
I.
peRy�_r� Y ire.
Ph,mbago
IB" oo.
PrO,JCGt number'
PST
PeycYp4le navoae
Wild Cofres
36" M. x 24' apr.,
24' oc.
61
5915
JUN _ 3 2015 dater a-zz-15
SPP
Spethigloui.
12"12. M. x 12" pr,
10
scale'
Gr -d Orchid
04:.
drawn by: jae
THU
TH.bergle
b° ht x IB" pr,
22
FL
King. Mamie
IS. o�.
Town of Gulfstream, revl5 ions'
TRA
Treelroepermtm JaanholcLas
B' roma," -Pelle,
3
Q
Confederate Jasmine
to r-Idenee
TRD
Tradroepermum e.laticun
B" apr,
1239
0
Dwarf Aslan Jasmine
Soo
Zoysia empire japonica
roll, rreuh sod
a. -q'd
Empire J.P-la. Z.9.1a
sheet,
NORTH
0�L-2
2 of 4 sheets
North Elevation
East Elevation
South Elevation
West Elevation
PPR 1) SES,
IuL 2 2015
GULF siREAM, FL
MAY 2 2 2015
Town of Gulfstream, FL
o-oJ—t°
cacioppo
residence
gulf stream
1florlda ..
deLve bod or
landscape architecture/plannkV inc.
601 n. congress ave.. ewte 1O5 -a
delray beach. fl—da 33445
561-276-6311
#LAOOOO999
sheet title=
elevations
plan
project number
5915
dates
calevz- - r -o•
drawn by+ jae
revisions
0
L
IAIA
sheet=
L-3
3 of 4 sheets
Appllubb D
• 9pK rluuen eve tro requvmrn• MNrollw ulll
A gewm w.lproJmt dwug tb imulbuw, gue.entm ere
mfilaneroa pried.
.cape or ubk
A Tee ueh epwlllstl by W 9«uw of w ap«.....aero eve
w PYn comleu or Nnl.Mrg ell lebw, mcNnry,
. epparo mpwte m supplbe,
«prymd,l, m wy to
campbte tH tarot e•• Irdlu w uw by Plan eM m LLe
roll ar ell etlw related
rpd,e bull n ��robefig ell wnge eve r.psw h:cbd,l
B. ire uwt roll Wbde, but rot be Ilollee le, rwnlB.mg
w p:bu �zca�v1e� �e Iib n, be IckrylllFg, gr a rig. to
lwIndng, mulWrg, •uxvg eve guying Wove required.
ctrg, pnnlrg dr. :«pine, •ed m.ulla Llw, uudug,
l anp, mlm.ronu eve gwrenlm.
w Loceuw: 1r'e Lewwa�. bWtea roemvw
tnanglu ie egpl tH m•.bwa aro or
d O
Ywe9mnu Iw�eL� rode ,e pe.de rve dryeeeflutlw•
WN nlgnt be r«rrery.
rUgallw er Biberreu Cdnlluw iF. Darereeur roll
bs re.porolbl. Iw mkvg ala •tbwreu mvs.tl�uu• aro
.. H w •H rlw.r enb�b rMb1Ye . lowlier
e;� ��.wlrerwmllmg _
cexflUen Ww WN H w w mill Wdk
irr..s .:b.ureu unrwugeuwn
Wlltdstl m w bbl Tb (:onveclw roll rot recelW li be
wperele, etldltlerol <ariper'eetlw la We.
L.w.w� . corxrenw wn b. win rve a^y w.. wt.
w lbs or regw.l peyeenL TYe
P, 1- be w b•.I. TO, •.la paytriL
.1 nae--tl eneult or psynd, Wy w my roe M tH teal eve
or w l deprdag u w msber or uu wullea.
aro. rb+LJ or w uul convwl pica 1111 b. Hd a.
rr rve am uyr ane fWl vHd, acupurru.
G. I Lenbup. Cwveclw will r<wtlwu Na uMa WU ell
olM Waes el w Job elle.
`Peln Irwd lylig roll be ea ma rdU fi w 1111
er w nwlaa Depertmsn of Aylrullve'.
'Gsew eve 9uwerN fa wary Plmu'. tywg pato•
wn heel ova um el tH cd,u.nw. Tw L.weuw
a � eeo�my w Leneewpe ewlrond to esu
e...1. a en aunty. 'geed epd,'.
nay roue w peen enc w we
eda�arlll vel l ,row iarmAse d ryr•erltn. an TM
rml� awn aro tN Pew nwde my be 4pw vMw
3JbTyero res
al Pew• uIN newnlul eamge, .vN e. hero ceb4e,
tyro, equpewrt aro mlb, roll bs r.J.ct.d.
I. Lrbrwl, Tie ello•ebb level of Gbrwls m femgv roll
bs •w !roti fi w Ytrt eeltlw of w Fldlm Depen.d,t
of Aglwllre'a Tratl•e eve BuwerOs fro Nnewy P4nb'.
J. Pbn moral roll rot bs accepam +ser tH Dell cr urU
.vrewdlrg ne caro• H• 1•d, wadue, trend, a eUrulu
umg.d
K tyro up. a� or punt natwlel, ds rocwaary, roll b. dm
rwaYe, w
TO, a prod se Mlrnlrotl by tH
Lawwape best«l. pIw to pbnurg et w poleck
pod:
4 eod wn to wild •oe ena wn be •aware apemy gad.
eieyly geiw.g�Opdumwmldrdara orcwwwredewem or •Otl
aebhwe by N gfeee %otl•cw. Nwdelwn dr ilwbe
N:c Tan rod roll b. roll matl•d.IU rwu W er rve
ewlopr:l 9oO w II II. Pran 1WJmllw+ble Bucy ere
treed bel .cede bed roll rot coapted Ir it rcnlew
Or
Inwood. Gee• Ede wctsm eHll b. wo-g raga b .•zvfwrt
OI w emP uwdewtd8o0 veli nes bs Hrv�lePd w vernpinu
d,1
III. I,Nye my
art«a lu .wvicv°aal. "roI. ll b.. n4t
rv.y n er wtN,
w eon rb.ddw 1. w rod roll b. A A-, _w nee Of
tom nulrg rot ode wn
d, day pIw w w cod brag cut rve P11--,,
roll 12 probed In wrrclel ped sizes mewu:g rot lee e
wn . ewrle. by xA owe ena roll b. INe� wW aro
lwlnlNx tie fwe clow b p1 w roll b. wPe.dn aro z.
wlet nu w ume IL 1 wt viUln la PbntW. Pt
All pl- mlrul 10bteHrmevsa roll w uro
OOwa
se r>rlatede By ew•upa0, IT- -1M rvr.fiarg
nom roll be Illwie LtrnO;c. bis wvbl w pld,lwg veil
a• evmue by p• NNIt«t.
J. Exbing Pbn netwbl to bs Rabuled:
ru All ml.tmg Plwl mlwul b be rebutea roll be
1-1 p d a 111.- of . meevaWOrr rve a paned e.
r.bcaurn � w taw•upa «t Pnw to
r]I RexW ll: Rli dt, L. rve LH neewewn or Nmnw
wmell gbmtw ma ayU roll corply .IU
rmqunrsiu a• eN f m w brei vallbn el
w FF. -OA 01,,.11-11 of A,-
BALL
Yase•• eve
8unexee rve rkveery P+nle. Pan i aro Pan }^, ere
CALIf£R n]N. BALL O.A. 1. BALL DEPTH
- I>• T58 er
did,
]"
1.15- )O• 11.
LA - 11 1.
11 69i or
e>a or dY.
]D ;>' ]b• 6M of ale.
AIT-
5 D• er du.
du.
• �' 6a+L
a5 5' 60f arae.
5 55• 3A• 608 or tl1a.
59' d :vac hvvww N 60R or tl1a.
peponlw witOdw•�.
PaePaoiamlr� Y.gw
r3) Rwt pvnmg roll be eccwplleHe by tllggkg a
Al.
P_ -1.roll be vel orf weeWy.
wn a u IT inn wn brcn.lxw aro pYnleg Boll
(al Pba mlwlal WN I6 1 eel or a hue amWa.
I e..Pmuiey oalwl"r:pp:e 9"bwup .m ue�ri a iiia!
drsctea by w Lewwaps NWlacl. Fd nice, 110'9 mm
wn be wed eve h roll be pbc.tl areae w rwlmn
berwe brow. w p- Ir • w ifs bb rve
inn. rve nice roll w mop.. eve arNana
:.nli vel m.bry.d b. 11y PI-
'A
abu mug Hwlmg.
wellty bweroe:
A Tess Lenuwp. NW1•tt wy Inap
we.Yntlrg Iw cmpllerr+ uIU w uquvevlwu rve
Ny, .Iw,ane gwnly Tro uw•wps NNlua
fi.dw ngn b IwLLr wp«t vin. aro •rrW fd
ale awdluw el bells end .w oy.tw, roma.
mJube, ane btd,e aermu, eve uy 1 stun revueree,ery e
4uclfw wlwlel el pry tr. dvmg w pegs el rock
Lawacup. Conrec,w roll remove rat«ted vow or
•eros Wwn e.y nm w pal«a Wu.
D. Rrpwmluly
TO, bwmg Dwnty abet
rU .Cemlarawcpd &-� pbm,MH�:P;:lll gllen I-
opr.tbn, Pun ane 5p«I WMj: fiat.
pet« w wddwhw baued, w wary eve
w PeJ au .
III All wyamym. esu a ewpNam aro nlguy .ulbd In
w P=I.reodiravam°wr lcenvp�c lyPIT b°ne ve
...pro. ror w.lmrg tH gwllly er w mlwl.l
f3) anis Conwclwl mill r :py uIU eppllub4 FWrel.
etwisb acrd cork °Cel requlrmd,u gowrnlrg lewe<epe
(U Plant wtrlel wl� lu o w IT
tlla Dae •n
Aglcullwb Geew eve SLewertls !w wary PWls.r
r]J An plena wtwul dobe
--p. - I Ad of
w p. bwuId, n gwllay, .Iz. and robe.
P4nu bcW w c ,
119 mpecvwe a Pgar popwtbn
cbne WIN we wakes Wv aro p4m. fit by
w plenllrg In wary roes
.'ll rot be ecupl.d.
Plein mtrle� W w do Iron large
Baro. a rv.bin .p�cmuuerl r.qunend,a u1u by
.aJ«lee.
roll Hvs n �l 1.11 e.wbla•e
3 brarJtea aro roll be vg p4wr. !rve hm
Pt
derma, deu>Wbxe tl4ngvrose, sui-aide
trvvlee. etrae er w u pemt .rem It w«I
pct egg.. berwe, eve ell r er Idrbud,e w
ebJettmrobb aYngvwnwlu.
Pbnthg Doll:
A. Ali
ulbd uIU • plrung cell ee:pwed°mOr .endy II bin
wild , aro DOLL mvtrJ typbal e! w Iecallly. ins .c�
bs bled, nm grouna Uhl H. rrvr bean svlppse, uIU a
•�Igm cad re«lbn f55 Lo 65 pllJ eve ulBcut m nitro• e!
Iclw a urbwte. Shc rots be detivwsd fi e loose
Robb rcrrelum.
A ;web., n, .onlclpal w.urynw Or I- I—. WN
• epprw a by a phut Yee eyes
4 114U roll be:
!O FbrmwN'
Frullmr.
aro mzletlyy eve eve Pew:
Pwlb.zs uIU D -J -n Pew r•nvuw ul wwerwld,t.
per n Meeww4.mw.wrrdeuorm.ln
8. Nm and mxbung 51wb., end GeWcevw:
P>Lillze uM D-]-I�p�w rwtlllzw uIU nldwovld,u el it
nu er y m. pro SF or wee.
C _IL: Frllllze uIU Ormecets - 6Mra
bird u•u•u a appwatl qwt
D. cwpulum erd -1119. All -Minty roll bs wmron m
<o•poelvu end cry. Geroler rwtlBzw roll be hoe
rob _11-10,1I
1-10 m ucpwed be9.. All beg• cwnslmn
1 b. rally 4WIee uIU w wruracbrwb
ey.l..
E. All rve ll- roll espy uIU w Duty of Pbrlde
Iwlnbw bun.
Cberup
A DIel UTrasw All .chin aro.- obi«aerobic
mMwmlw.l b. PO�ntfig oprelbn aro 4w.up•
ew11,,,a ceyburolyw.
prod j-
I«being cab. tib -1 nasueNe WN row hero
" rod ware, rwUllzw w oUr eetrb vel
b. Uwaajey ewpl.
B. sAdI. Fin. All mew• rill Ww rowll. Oil-- rem w
mulYUen er w pet«t .oil cram w Or w
wr�.w Irma u w PeNct e1 TO 0,, ro
I WIN w P.rr dor
TO, vem wn be
.moles eve el.pe.wi er rein w PoJea ea ro eeaulwbl
t. No .zur rill roll be ferov.d w tllepuad of nes
w .It. epPorea by w d Lewacep. NWI«l.
ems..
III .H b. -,Pd- IT I. ver al.«line.
%ttotlld,.
s
.ReepueAAilty rd nolmllu eve Res or Ropwty:
tis COmrecv roll b. r•epcnlbb rve NI S. IT .1Jury
to pw.d, w pcprly.
B Rdmuu Agew•l n«Hnlul Duege: TH Com:
r..pomronity rd Pol«uw egabel -1.1.-S.-S. roll
wmlrg gn .w bio •row ,. y gh
•
b. mew 1, awegite d
w vel pav r .y 1 papwty oNcn
b.<owe demsged tie • row l or cry rogn w
Luwcawla 114 a M a:pbym• In cmpFjug m1U Use
r.qu.md,
cmPlwbn .w FW I awptww:
A upon vluw rout. hm w Cwuend er tw pwwply.
crapblld, w d.INr.d baba, of w d,ltr. pet«l, w
do .idiute en wpeulw lulpegumrlbinrax a �bu�rUw.
m pevusd la aro cwperoeue by
w owwanlf. rwd w b. cwpn.d m awwdaro. niW w
u P1m eve Sp«Irbelmn, .ud+ wpsc Iw roll
us w rWl Inpecllu. Tf1a CarWaclwlwll be
cwlor b nrol a-p err w esu or w
mil d Wtrg o wpmtlat
B. d .sm•vw, ire 1ep«tlu mulema m per.grepn 4.�ew.
ieib.w cry uino.lk m .nob rwrab prole e. b.Is
w
vy. I arsq)u roll rot be g
Over rd/d Law.up NWuct ulll give w Cenvaclw w
er udY• irolnM wp«tWwill la.1e •rYUPW WCdinrr II tlm
a 1W rwl wP«thin Probed w cork H. 1.d,
wuerettwiy wylN.a w .udl wd,l.lm Der w wv
.Dila__ m rnlrg o/ .. r
w Um r wp«Um
Denvsy, werdlhg eve etdege:
A DNlvey eve wwling:
rn nev.nrlt e! rurswy rleda w4 comply urth ell F.awel,
xau, aro Ictal Yue, regubtlwle, o-awnue, we.., etc
r]) Rol«t dvlurg dellvwy u pevwn demge w root boll
f bawe. Renew wccepeWe pun
IetNy nm w Job ells Wmu1n ane
pdmlWls•lwsd ea w arta.
rerapat wawub w vdiclr large ono �u alba
r3l plena rot t0 ba wwdetl ane demgw. HII be
cevwed b pewit ..fid dawge dvr.g v mh.
B gee
ezpew mrrPdeew .v. DNlvseeee n rperni°
upette of being waned Wwn e0 row• el rolling.
Submnub . Appwab
A urn N, anis.' rve •we'deuCbefiuetc, � Plant
egwmy .Iw,19"Iiry etc, eine w w wn-e ; eI11Iy or
Ire nelrlel .pmnba Appewl angel be Blvd, by w
Law.w �Nwuw berwe w mlrbl 1. deu�w.d end
w order
rove blwr Wl Usap«IoW pbnl Wlwbl�
B �eqe wn b���� aJ u. �enene.u� a1e11�:li,.re�r. w
lel a dNNw end ailed w 1w pot«L
C. 6+bnit W �pw��! wP weWrge ra pry epsebl
d fi tb ber
be r111
dA uedluled. Tw
ve app . W by w Lero4up.P. Nwuca we -Sy sr.
nit.
upbmd,tsa m Pol
1 sgw.l.d by Lie Pvnr w Le Oar Nwl«t wnAamn e
b tip«.1d, Pen twlel IAw wlbctee pbm
el or ell ntlluthg w weer w .iqp s Bw.
a, b rod wh lecancm rve apPowlemy w
d,i
L
nit le«l rorty �I men deuvr.a .w waned w Iw
ptnveg alllwwn Nae ww:i mown be eubnlludm
uIU w adsdule. Adtlnbro1 III,
le pblegrepla roll be
submHsd, roqurue.
!. If r•qurtod by w Peru. a Law.upe Nwl«a, ubnla e
1hr Iwlulmg w aaru. a wppuwe of a II ace ane w
g�etl to W wllea fro e� oval u w Lew.upe Nwa«t
rve. Il u eel ed aro Ibe w pet«a.
eukfig eve Taiying
A &akrg aro guying roll be w re•perolrnUy Or w
Leweu . .. Mab
e:drdP «uy ac w plot e�ielrlelguyiU�ilell.. A 1 w
W Lad,. u ed h eblurg aro guylrg roll rot be .lathe w
,-Iig oUee wn we. Iwlae�tvdem Ue d•u14e�, erb�
eppew nm w Laweww NWt«t pity w wh
W1tlw ro clrcwaaro.• roll eppavel M Blvd,
w pwglg, beyhg, a pienvg er uer C, pa
wt w tap of w gad., In was b elulrols eM --din.tl or
.rNlrd,d,l el caking a guyug.
B. ilr Conranw I..rpwab4 rve pwrwnlrg e1I elebg aro
gyl� m awwder:w ulU ell appllcwb ..gWllm.,
Jvi.dlu w w pet«Iyisulouled mm ln. appy.uu heel
wp«Uro:
A Illtlr rebow Gnaw eve Ydwgroud.a
n rro .wk we. �y Hw mblwg mL11lwuwN.., bw
ulmn,Om.P•• _wing uuULlr
c.
IT w rock wn wan w W, Manu aro cedwdly .IU w pea•Iw ezprwsd w
mpllae m w Pon en WSP«Inuuw ncl•dma ey �w ell
urorP�Ilea" .e1N may w d wbvt err
0O Or WN vara rand wsewrecury w req+lred cemp4tlon w
vel acrq)teroe .HII nes b• Blvd, until all wmwclwn
D. P.rowbatl rve aro cwlenpleua by w ewve et 1. wp«,.d
spid
E.
to W cempinrJ F accwearo. llU cwvact %aro
Wsrsl arc.plara roll rot bs emcul uu edmwleeg•e w
hig by w or.er w wv.apwd,uuw.
P. H gwrmle. roll rot begin WII w day lfiel ewyura
b gum
P.rrlr ill, ltOrta"rwpan•mlllI. in, T-
rdlwmg
crnplwe luk bol wy a .•.Wry of vaew ra•pcn.bnillr.
wpaorob rve lH .ni . pot«t pIw
w waw awePer:w.
B. TF1 Convacv I. m•palmb TO, oafs m eve IT, w Jab
c MamLeroroe Alw u Friel Auepura:
f JnafiLd,awa roll byln weautNy arts uN pbm ie
P4 aro cool rve .......wylaroe.
r}J %en nevlaroros .HII W btle .atrlrg, awing,
edg alb+ PrUv:g uestlmg, wluv.ttlg, speer e
. crl�u-���OwwNw aVr elncL aoee9 d .
pwbnu, rylacenent of sed arty. WIN do rot beccne
ubn✓re,.wulrg plena a prapr ged.e a
vgR well. M alked,el s uw nweedW rve Pepw
gwU Or w Plan•.
r>J.M Us uuieliwlrg pnnn.. . ailcncrntlbnwewultlil rwbawtr.d
eecepi. > Or Iver w w .Ir.�.dlrgQ iw.g•. W W I.
Pen Or Use. apes dtllllwel
r.quvema•.
Al, P-,
sle.b w IeUr udssvabb wgsblbn barene.
npevabd a rod+ er mvn wt cry world, pbn,
e, w mecca still be reined ere d.«tad by w
Lalwaup• NWl•'n. Ir rocrwry. w plot mvb1.
maw .naw slnaugw wn wn be .yYrad ..
w e.pra. or w carvracMumbabl v.gNNmn at
r requwbd by w Ov:u a Lswsupe Ar-, e
bympwe sncicepea��l�pbn�we liavi wlelu�0el�rm
rod wu11•e w w Po!«k
•e.p4 and erolyel. or lH nWN rve eppoval by tw Leweupn
N Ir rsq:seled by w Qlnw w Lawecepe NN1lmk eubmrt e
NNh«, berwe tH wtrlel 1 eellvwea eve wtelled w
w pot«t
I. iAan:n wee Pmu w rrlop
111. 111C
rve e0 rusng aro
9pyeclgrlulme1lwnCeii.Plena er A.
w b ted m areae
uxrg aro guylrg new.. b.rwe wy em mpi•nnm s0 m
iH Lewwep. NWl«t ulll epprwe ell etcp Gewvge or w
pot«L
J. e:mnn m dn0, a IT' - w w over. ronw
.r:: groin w nrvlvel. Wt uwld el ciIAd ty Up.WI
gw ansae or plan natwlel.
K SW11t In chug wy Nneranu to Iw t , ruvplNlw Of
w Inblblwn.
L. -'I TO Cwtlfvub or Imp«llw or pont nalriel r nay
�beWw�Ved by Dau . ictal a F Jwal Autl:wh4•.
wG Ilbe plant tlwlgrotlu rB.B ill CG etcJ
.y�ibe , gxnty, .Ize, quenhy etc or . mlwbl u roL
b. w CUVeclw roll WaeIL a vlttd, r.qurti
o tH Lampe AP-ade,t«lbws p anh drB
igaaromii ( In
.B.
.s, CG, etcl, type Bquay, siv, gwnuty Nc
rsibbu. Trim Le Al-ArWt«t
OT
POT_ Milli aWauuuem b•rw• B' i are ..IN•rei end
. and a
fi.tell ny mural, WIN I.
tmla `pet.d DO rot 1 to be a etbeuub, hefty• It He Wd, -,It-
vl ngttew epProvvd I. a --.z= L.=,
m . Al.e enl verge., n wy, le ven a.wn
b«euro or m apPwed wbaulwe, roll be rubllwtl m
nnurg beusd, w awlw end w cmveaw arae w
PoJ«k
wom.v.r, ro gum • I.pIIW ova w Pbne era
a cempYl� It roll be les rwperoblllly er
w cwlrewatww 10 wally ba.uw err ell •,N
m d .lay Hw muveabn a our
.• bNde wk wt
eppepba urge w zlfuyu Pra�wne�uuuuw.
e wlpopwly. TW Cwvattw •HII mob e
Uwa>� � e N of tb dts Id ullllbm, NrucWm,
buum • rant a tom ,tie In .ry p.Nmrbr
r}J alae cenvwlw rHll bY. umaleu supe b cycle.
o�cr�c�llr WN lore alPyted We tel Nei w M
bel u1N awvlue ere rwuree. W w eH roll e4o
p%lae eve opr.0 ey wp ,d III 11lttrlAll •rvlu•
u�rmeeupLee use of ro rrvt- .
�Itmg n rroglgd,w m,Hlegpar°,IeWw°
w byes wtiw
eve .r ell wwrliy n.pon.mle rve any .w .il �Yb.
nwuvg rvm w .mega.
r319Ycuu uumba, awclur. •,a be .ranaw.tl WN
t. Or
NWlecl esu
metla d, w nbulbn er 1H rock welt Vllllclber w
(u TH ConWww roll vel pupwsluly tll•r,pl w
dl.wr.ewt .ry lty. err 1 y wYerw eluew nal
Wuinrg w Alun p�mbabn or w Lew.ups
NNIIecL Ra�w.l. aucw.rouw mN.1 be n
vhlrg eve r Ives by w Lewsupe 4Wtecl et Wel
TI
row. pro to w line er w reglwled mvwpuwt
A.lu esu be w rwponbWty or w Donvecv w Povlae
sI gaefig w w rW1 bwl
TO, Penlrg acro.
ewdvg grade erre I• al w pyw •bvellw
inn • webs
.Inns crndlIlolme.:wirY: •Pei:dy ultadeNm.M1a on W pbn.
Pbm Arc Nal to Pevewn: All planing ewe mol u
arae•, wrh r, bol res INltad w, clubs, rose•,
TOP
OF T lancer, a1. 1 eve •bb roll be sol •o vel
w TW 6 t•E re.LGM 18 I e1CN BF1PW THE i 1 PI111E
PAr41EM ATEA O
w es IwiuueO_les m pini•.
A. ekblg %enl L-li- Sub Or ... Pena mtwul
babe �p a le phot b4 •zuvetbn, heap u
w«mw mar vl.n-
(51 Edge eve nes ped ane a .-
rel Edge aro wee ell 1—, grow:ecovw eve Ilww b.tl•
res apreyng w auBg, cwvenw esu m ell ...wdl
P•Ying eA�/o- ewllgor .0 alena:.a. m.d.d. rve
.�0 leu camfN or p u ena .ire mtrrels
neBwd. esu be m a�.uroe Ww w nge.
.uwwtl Yonlwltval proline eve r rewmrrtlee by
aw1°�.e�pl wwpb•.s.PP�ll o°n bytes urd.wp.
rDJ See, Arts lH eotl Ns bed, bb, burpedaro top
dr••tl, ell rine ere p1- of ane NVh roll to aMu
we g.euU eve walU .HII be .wadaa. r.p..t.dy
roCeceery. r, ell eoed.e crow ere covwae uIU e
tery 41111. Demegs wlurg rr orlon
gu11Y., weh.we, w ober aur roll b. yelr.d by
.v duIU t Me tl ere
dxg Iryrecwlnviarc}iw NrN. a M egw:w.
rb! ReI«tiro: Plena wtrul roll by pot«tin eg.wa
W�l� wllebe lrNl� ea PepUcod e°�?Idmgeea w
aaelum.ao•teenee1.lnwkwwnbinwmlri.e.lue4,m
IT a:.r
petm�g aces w e t t to pbn• .,-I prepw
.gu .a. eve p
nu peep I_, , guuw.. N v1ey. pNurg
ase.., eve P.,.w. nm er
p4M cwtwg.. Babb ere raw.
D. neawlal res«la ewl,g w amore. er ew.l.:wud, wn be
ewv.e ulwn 3 ew.tl aro rylawtl hefty. an
Iryytbn far cupbuIt m Ill, b• •dstlubd.
ell bweuyw nemd,a U. tl:w eelardwu l en
pe Ilan own pe I
F. Ryuc mllh WPile .1 PIA.
Incbtl twb;.wl1 bb
ry4cwronl or PY m 1 n.wurg Il�rm IsiwPOewel by roll
gess. w wdpwlwr eve...
dI plain -, el.i wlrb." :�1:r w w goo gr ug
cwdium rve roti epee er pbm as w tri. or
rwl aweplros.
G. w,�: TH nt�wtle Pwll Wlpwltco uw.tlwFltHnaulYa
w Ile Pbn aro m row GP-.-."- it w I- of
TO,
eccaptewa
Gwramee
Tm gwren.e wn rot bmgm vrcll IH day rw1 whir
ewupleros i. glum.
B. AAIB Prve a h lilt �yee� Rrn Ib Im:a oy1
1
reepleroa All sed roll be gwremmd !w a minmsn of 60
ryy. non w tune a nrol ewuplancA, AI • eve i we
be gwremme rd cne yr. Tran tH lova of I
eweplero•
I• de�wgee w dla. ea a rs M of "Acu p",
Gad'tlbeee lelen
HII, rrowe, Ilgnernrg, eve eros W N inroad rvriuro
u. Pwmfig w pbnl nes fi • I..enry gulag raellmn
pity w Uwe •4u er Gad•.
At
p. Atm I- or lweOOn:rw, aro Inep«uw• may be wee eI w
gwradsa bleed. ��. bol ploy l0 w bel eeY or w
A my guwemwl•g o! a plern nelrlel roll be wrwes u wen
tw conpbl. eve Iweabu rsp4cemrt or phot wtwlel
art J ubwer aye If Il Is:
nl roe b e H.lBywgwmg ewdllbn eve w• Iwdr. u
w nl gneuay wince m w
r)JTM.Irllen�.uw w H luly 1a .wvlw.hw w
rd or w glerenu. Pined we lemld roraw n wlw
w mmBw genly Iwlwme m l w 5Pminuuwn.
!31 It Is dine.
arae 3 ulydar datry. my be mtrded are w awearol
my pperetlu Ila. such ere row
wy Ir eppeved by tw Law.<ab ArcNL«a In
everoe. tw mtd,tl.d ons esu be negelb a bNusd, au
rsnlw cxarnrl, but ena rauNv lain eppwel trJ tH
Lardsup. NWl«t.
e. e1., Pduay .w we.:
fu Rapleumrl Pmt mlrlel roll b. ws eI w win ap.wr
gwuay aro g cb es vel IT w pbm b bs rep4c.e.
ire size el w r Q4cmem roll nit wce•sariy bs Ve
lguwri rperelrbd
P. � . 1r1a rople roll be or •planqwal I•Ye lie les
pwbnt b r.pbced el w um Ha been dNrwvsd
a 11 enol bs rep4ced
B-
"o, or Groudwvw f Brrdae: lira louuw or e
pbntlrg bee <Wwa a gwdeevw) roxt to oroBer bed.
u•eBu�S`vwtue, .ac., .HII Hw Uro plwu ebg w
�w apace w wt w pinu inn wtwe papery
local e w arts bad. w6se a uciue, eta.
gmYg L y V
c. tYs reouall• f ..B p1N. WN umw be pld,t e
ed,.tllelay.aH11 be eovwetl ulroW rolnat a�l All .uIN to
fiWe �.. Nylrg ml pbm. roll
be vel veo w wcr.ary icon punurg.
D. Bubavuw Gddltlwe: pane w ell nick encs my b.
cwpeclsa encVa <oNNn ml•ing wlwlel .uN a. IlmroN
W N my wwrry mIM etlsquet. wtlul Ga Wge ewJa
opw�bnt •rNval eve
I,A geve Userwe rwrovel er
T!r cd,uacwr roll a re e�m. �mww w pot«t.
N.Wge N tfese erme ab elrll:.row Ws exY,".e IT
mtrbl, se roqu�.wae. by euN mem es eugving, will
twlllu:g If y th 1. "u a l e 1 brpM w
. w•d •ocavallm eI ror phot rob, PIA.,
I waw w
e p.apw vwllul drowg. wu.wry rve pbn •w-.Iwl
E.
eve grw .ung vegauuu prwl d, ter pot«a
ub aro/w mwniAt ° men WN w.
wPeNWI«t. Appy Nd,
recomnwdri by w mntattww. Eacl.a ce e w awb cry
er w dbelmb WN Wn maty asvbd,lel rrdl.l
row Iron. Gra aHll cue be utl w wt cry !W I gets.
WN Hw been wtobllwd era rot ahead
F. Ewavatbn of P4m trel.e.
rU Gwwrel:
I. --till el plrL old.roll be reugray
q=ud-lul w wprovJalU w.Ne. epprmxuuly
rlgx c edJ.r.i w tib: 1.WelbLp. Or plats rob
errtl w leulbn el w pbm m w rob to
mipelw uewnal uelPeiN w. --
P, . lPlen
pGrob. veli
wed w berinll wouw w ie
DUN
Pe, ..I. rO Or, aupoeI. a .IIMnm w
Lwwl W Nwt«l°v alta I. dneclsd bi w
rrwrel: tw cml.acv w11 by roL w w gwd w
esu fro w pbnle aro owllrm of erme b be pbnbe
rd oblal.,PP,d l er w Lew.upe NWeine berwe
w buuu fo .�peclnsa plats inutile PIw top mY:gl
PLANTING DETAILS
rpecvg w`cIrow
.ml
3' mIN
punmg roll
Csroundcovers
rwW.: �-a r•r- n:e:e..t..,.e.r n,..new. :.
Tree&
EXISTING TREE
PROTECTION
BARRIER DETAIL
fDnpw er.udwe yr
.... ] •. p wives nib
tyro.- -1 m.k rrcvg
Ire plainIx Iaplecve Ia
w wn w dv wgW ly epe�nr, w
all r.piecmwlt .HII b. el Ir.l .qel la w wg W Ily
.p«Inc nv.
mind r Irzwu A ad
lee wl�wls'. I, 9 eccgalee M
PIT Ito
(3J F W I pay:sn to w Cwneclw roll roe relieve ov a
w or w gw.emm obngeuwu.
%an ane 5p«Inullw mterPraUw•
A Q w Pbn1 M1guad awwelur roll grown wr euled
Pbm eve Bpscteryiru w r� c�ewle� rve w .ena
b w Lonc4upe NWbcl for en mlrpreullu eve tl«Islm
rONmg ewnlel. betuemn tw %ena eve tgee�rlu
TUE 0.aN9 DNaLL COVER•I ror lb
lH °O iru
Lewewp�4Nluct roll Hw rlg. tt
epperd, w %aro ane Epsclnu
`M�e': Iles". e. w w w my dew:uwe
aro m w tti Inlbd,l or w nitre er w
%eroeew Spec nu� m
Pernit. eve Cad....
Tru conveww roll Powe ell roc.•.ery p.nw w
eueepllN au Or w uerk
B. 1Fu Cerereebr Ie rwpomble TO, pOr-lig ell cork m
=d.-. dU en appuubl. r.gulellw, wdwroe. ena
eraJor F�.d.re1,11urleel�u� weP p�icl luoosl.d �.'uu
Chargee end Addltlwl til -
A, Tfu CenVeetd roll rot eterL w cry eMgw p eddlLlorol
us°K m w p.OJ«l unit • rhv agmmn ewtfig wU
dywbd unvwl moat He been comae by w Ped,
b w Dae�kaetwwJb •e QTO-
Or._N_
_N_a
may O my rot tie rwprleeled la� f
Jcb elu,'ROJ«t fills Etc'.
. ire uwfu •Jeb .lu', •7eJ«t w.•, •JOb".'PoJect• emI
'Ylu' roll be eyroryoow e U w enolrRr Wm wed m
wee aoamd,u.
Serety On rd Orr w Jeb Bu.
6 N pwrwning w wap. or uwk ell wrely m Of err w Jcb
roll be w role rwpwnlb1111y Of w Derllreclar. iib
Lewaupe Mc act roll vel be r.epaulbb rve coaly u w
orf w Jae .u..
B. 6vuvg er Plentb:
Al,I. P... ll b. ems, I-
ArpeA r
m. roll be ut
le pbcemd,l el w pbM m1w1P
1. n11�11eP
plpIWIrrggPW
phe u1U rorty. Ter ant bb roW badUilled 11U
b EaN Iayr wl�l Wnu Nly uW_ u pYu
WM perllely be4fIIIW W uwp.cl.d. w b1. roll
ba M1lbd uIU acts aro irly .oil alluetl w .elle
ani. lH ball roll be vel end et w
P
ere Irmu.1 Ur In nes w�.r ur.eelb.n eve
b.rw.e ep�pyK1 ry .:smart lane w wtraH. b:w1 ae.wbm
w plant
row° to gI W sd.. be Illbd uIU tepft Nxlw eese. 6lawil renevod m vin pit roll
wxWe_nlned w wee m cry wy dm w ly.wl
r w gwd, paw. roll b. WtlUllleq uIU coon
trwouylly wwd m avlg w plemmg y.suom
Wain 9aucw: A
wine rand w rlbn eremgnrh IWIv eldrl vs�l w paw
pit eve mfiulmtl m pbc..
feJ Pbn mlrul o! w •Nub ul.gwy aro anality veal be
Hwl.d Ww baa wy Punt mlwlal les largo rve
Hrdl rg, Ifcl.d helgs: rob w vem•. nest b•
v le Ir�ng, eaPi.�ppage. Iwb am �• w ubM mea.
dewg. w1 mlglm awes by 6pep�Hwurrryg w
ne911gro.
IBJ All vow ere peb• roll b. Hwlri by boU -I-
11,
tuckru Bell P,--- W um ]A Move Pion w pbcfig we.
Pyer. aH roll M w lolbuhg wrow:
ar•m:;y appy .1 11 rwm1�B-nDe BPlwa°- Wue1. cwt.
aregn m Iwbe .
alemNw nal ins lop too IraJlsa ore aosluC
t
d.� .ere erme .o vel w lop er w vera n I
b. et ova geed. anw ronmg aro uyn:g
6 nes rml.Ha aced.
pobmlrg
Shrubs
�i1
Straight Trwk Pelma
Tw Lmewep. Nwba. d, .lu ebew•reuero A, w.p.alwe
HII ba uy fro w pvpow o! wrlfylrg ova w Plaro eve
9p«IfVuuam ere bevg mplena:led popmly. TH Lew•uw
u ebewvetloro w Inepecuwa are rot rve
..,.,yw d on w Job nu.
m au Obsrvetld,e ow Inp«lbne,
A ifs cwnr.aw wn n.ee rogw.l. ro. m uta eb.rv.uon
w figvcuwm aB lour• m .drewv aro trey roll be In
rolling,
IT di -t -by w lerdil bwl«k
B :�l �ud, a :� ebd a01 b� aa4 m unm°ilvg b Iw. b
. cIrup«t�m at tM gromug city dose wt pr«4b w .Igh
rot« at w poJsa Ne
o. TH r.a1 wt w Lewruw Arwl«l H. rot me. an wily
er v �duw to m•cov„ rwlrly�
tyro anl�ted. ort:�ww pr wd1 b vel
U tb cenlraw requranrlu, roll rot bar w Lawwaps
NWt«t rron •ub•mcTJmnly ret«ung •roll cork et a bts
E. lfe Lewrupe NWtect'. u rib ousvelbn d wp.cUw
be�..wey far I epupo.. of vwirymg Bot Tn.
Specie e, rg nplenen.e
pr. .row w
ITOI
Wt«t'e on uu obwrv.l'wa w "vupecNlw .w ler
fi Imema�u o verge, db«l, rut rve ane u
W W PYn aro Spec u H
w � geal.wk lwlut.d Iron IneO'"we ap«nlWeer a. rOm�
Peril Tletwbl
A Plm, mlwlal roll be w•ry Bron .:cepa
ru rocs •p«load w wlbcled melrld
. appov.d by w Lew.upe NWt«a ra .uN pram
WN le my evelleble e• • wlbcbd tun
nm .over .1cn e..wlewwe..
Ectype dere arotM gad. I..p«Inully ull.e rd m w
1 pbnl nelwieL WArdbg roll«ud ulrbl Ir
P, alms a�law rWl . .Pn d Exl rgl
ienl _t.,., id b wmin Or u be rdoutsa roll b. ewbeatl
nom w• regvtrmd,t.
C. -11 or GauU, All pont mvlel roll Hw s Hbla er
goon wt I. npml fro vel ap«Ir ena roll b..and.
rselvy vlgo.cw end wv Iron n.«u, phot dlau•w and
e1Jvv.
r1l Plecvg gee:
e. P1u coo .e roetegge ae�omu cube.. Wtud,
nld'"Ps°IT
a -I Bach. A- conlwu weme elwgmlWo IT
1� m awb•. Pbu sed v rave
It ngm
angbe elopes.
b_ wv ova wry day rve a Price or vem lace..
u.
o�D �D-D feevle twtlllxw pro Ip619 .quare letoo 4un
Ne sea roll bs uwd WN 1 rot canine. as bang
nine er w �wlee rve an. Bww�ery .ed le
trwgi w m pact ewvN len Ial..r .IIM Blau
w Feewal Dyarlald,l of Aglwltra.
rat nsimwvnu or Boe.
It roll b• tee .opwulblllly elr w Cwvacwr b
oe he
TIP—
urg wenbn re nit b wary
b. Tee emu«w roll wyleuy mfium w .ad
rnu:. I erceplaroe by mug a epeyvg tie
me eery.
D. PYmvg Bovie:
fu ma Wz Incree Of upell mI- Ulfwny e w w
m plenttrg •r.e. v
f]1rP-a9le.eiege,enra 1— evw wegae:ewPA,,O.
(>) Wive num by our appev.e miwe, u e ayU or
(.) Fw gees Ie :wow ell veA, caro, eve tlmrl. to
tlyU udlulatl.
(5) Ryroee w rwd grew berwe adtlmg Iuw Ines• runut
f61 nsdgaey role eve new w Peine Ino w wn WZWo
(U Nine to be liaise amp Hw axe minae aro
wgeut w r.ewed, mLdfig rad ylwe, berore
.ppying inlet
L Gear we b G won Gede erme ova ne r
vNM eve biro wU planing cell w o
eppwstl Intl misisl.
GONERAL NOTES
D. nwwrrw:l or Tror. Pelma BMs, aro Go:Mrovr
(IJ Trees. 9hub, aro Gorecevw:
OOw.gwr a. bw •eLhw«w•I er
MP w ewnply
Inlrr r ve Depertmd,l el Nglwllve'r 'Gredw
aro aaw.re• ror ren.wy P.n ,n Lw P.n
)• e• letlwe•
-1-P MIK BALL DIA nK BALL DEPTH
15 - 1.15' )0' 6511 err vu.
]` }}' 65e o! d1e.
65. or ala.
}5- 4' of
35 tl1.-
- e' or ala.
a5"
!a5 12-
I • ;�� 600e oOf IdYI.
e! .
�l�iew In
Or III.
popatlu fa brg�
dlemaw. ROVED
b. sewnO ��orpbntmlrblwllba SET
•b gyda a �cenllrue up l0
Mmm vel rolrulcw p n W I, rod., rYr rlr
gen w btls cry .xgul I•elue
PITu of w plink roti ..
..I-
. Iwv•:col•,we-j-
JUL
1
we. Ibm nwd. W N mLvel b J I'
w mm mw• el w Pore. Wes° �J
L102015
E. Dle-Bade aro Lrr Drop: plant neviel .toumg .Igo err dIw
heel of bef-dreg ulll rot b• ocrupbd ow rwl be rmewd
w potato Imaeluly Ir w m.acue by w uw•upe ®o aW, y OF
NNluct. tM•rae, ey pbn. mta4111U l.d.rcw
l0 po-nee a e°Pu:Ow dl. -beck met b• r PKK:.bdeww.lyllerw:wg+J L
wuwk of Htrrwu �y STREAM, FL
uer Fe11Nge: nawmvwuw cel de.IT
cerul
llaing erten roe, P -II cwt err«l�
of w 1we1 .011ag pr pantvg a
qeJ«L Lw• er lellege uued byem.w verge .III be
woPl
G. Bp nM !bee- If 8penn.IN city• rtllbw•le urroobwl ezYU
m pain be arputey r.eawe pity w
pleming u wepOJ«1
K Pew:
ell Rmow s mldmw of nwd. non w woen or w pew
w ucllluls trampwurg aro Hwlvg.
r>J iw mIN roll b ---I, eppllee w e .-ti, .1
approNmby 3 nide., p oBr d.pU m Iwluwe
Uw1e w.r ell drib eve �oudttevw orae, erould
hdlulnm anew Pbn,
Pe.ms cry OUr ares es
P. uletwlrg.
w w _
coverage eve dsga wv peau vepU of
w cwt xwr. Awb wwlm, pddlmg, aro wellvg
roll uey rron w wau.
ere cwLxueu. mlwlrg of pram wurlel alv
nJwu evg w o -d< ao crow. ap groan wwhlw
.n pbnLa. Welty roll b. appllee ea
receruy aro w veal o! wv end nequrwy Or
rug roll be basad u w .pmnc road• or eeN
peb.. 1., w nmf ydwr, emwd or :ewe b�i
1-1 vel roll beginceullprlua All
...
ebli b• w I.ea, any azY:g • AIP r.w .rd • y
Wa rletl. DO Pnnlev
w w urlgatbn .y.l«, rt ur. I. ror. LP ewew
W s u•k
it dwel Gllvw w vow. of ueaw
rryOqutrW, ultbw neeahg arm. b ,pd dine w w 1s
deo malty eve mtring tie aweupe twbl.
arWe.Im evdrar�w. u wuseyluM mtrw umg w
wgel -
P-
131 Id, -.t-
PT
am,pwlee.>Jp,, roti a w, U:en w Convects W bsf.J it
.eePP•.pw.s b rve eu �y w � Iw wwfig, by .ucn
G. %:nmg W THnmg:
ell M le L of gwrel PI^I^9 aro Uwlrg roll b.
w owed nwa.•a� w .city. deed d
Iryved ulgr eve bawr. a to ^wpruau rve w
Iw. or rwu as a mull of vmapla '119 epwetbn.
Pmirg .w Wnblg wn w Bene In elan . n.mm e.
vel Nage tH rowel Hbil w aHps of a pbm.
121 T!v Lewsupe -1«1 wn be unecam Pm- u
Le Iw.unl� NWLM :rePMl b bbelrg. Tfe
A
y a Prd,l wing
cry Pvrhg erre W Wr'g
k ub.eug:
eUm udsehable wgvullw
heroine Prevebm to .uN en ..lex wt Uvy World,
iaw.aep. Nwuewll b•cddhlw roll appy w it es
fWl.wyuwa. nue
l ND 51Dii C W LL BE AccEPIEo Wrrnilout :•WOR ufbn6N ww�m To OLaMeCaPE NxwI-T I.
A< nroecaPE ARCNIECT. IND TIE LANDacaEPE ARCInTEcr oar AOAbr I.
I ALL APeD ArEAII To R=teI.E Don IelrewTlPf cD:rEI-"- BT
-AT- PLANT -AL. Prow ro rtawlNs.
III mw�mnlK, WDErGROfD BPREXLER a+aiETt EQ.I IWTLI Al
=ID TO M PALnB fYARAN}EED FDR OTE(IJI TEAR BueIBD
API 'Acro6 AGrgerocrnEM To x allavvneeP Pom ro 1 oAha
�;i- RECEIVED
MAY 2 2 2015
Town of Gulfstream, FL
ProJect
CBCIOppO
residence
Il gulf stream
1 `Florida
I
� y
dewe bodker
landscape architecture/plan' inc.
A.dt'J.n* e c -1. 6 r�nf 6wa... L T Q aePw+amLe ref n wT namTENA.<E 601 T. congress ave.. suite :05-D
pleFar�ANca aweETaEDt Piwlr daisy laepch, florid. 313445
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sheet title:
QTR°TILE.aBrvDrRILL EDEUTNBazLCLFANIaICrc aro rwr•ee ecu rose wr m.. w:a rK wr•merr: �n IWA ru.r waE Arwaan Protect number:
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eoNweTwr ParTEex .uNwol eiatL OL.RweT� omRR woo mea nerzw.L ldate• 1-22-11
scale: n.c.e.
drawn by: J.e
revisions:
0
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sheet:
L-4
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