HomeMy Public PortalAboutAPP 018-10TOWN OF GULF STREAM
PALM BEACH COUNTY, FLORIDA
COMMISSIONERS
SCOTT W. MORGAN, Mayor
THOMAS M. STANLEY, Vice -Mayor
PAUL A. LYONS, JR.
JOAN K. ORTHWEIN
DONNA S. WHITE
March 24, 2020
Mr. & Mrs. Michael Cannizzaro
1795 W. North Pond Lane
Lake Forest, IL 60045
Dear Mr. & Mrs. Cannizzaro:
Telephone
(561)276-5116
Fax
(561)737-0188
Town Manager
GREGORY L. DUNHAM
Town Clerk
RITA L. TAYLOR
This is to confirm that at the Public Hearing held by the Town Commission
on March 13, 2020,the proposed color for the shutters was displayed.
Pictures of the proposed green shutters mounted on the wall of the new
home at 3112 Gulf Stream Road were circulated. Rustem Kupi, Architect
for this project was present and reminded that at the hearing that was held
for the project many months ago, there were two colors for the shutters that
were being considered, the green and a bright orange.
Mr. Kupi advised that Mr. & Mrs. Cannizzaro are asking for approval of the
green shutters as shown in the pictures.
The green shutters were unanimously approved by the Town Commission.
Very truly yours,
Rita L. Taylor
Town Clerk
cc: Rustem Kupi
100 SEA ROAD, GULF STREAM, FLORIDA 33483
.70000
TIT,
Ilk,
1IEMORA1\DUNI
TOWN OF GULF STREAM, FLORIDA
OFFICE OF THE TOWN CLERK
RRA TAYLOR
DATE: December 19, 2019
TO: Members of the ARPB & Town Commission
RE: Shutter Color at 3112 Gulf Stream Road
At the time this project was approved (Aug. 10, 2018) both the ARPB and The
Town Cmrnission conditioned their approval on deciding the color of the
shutters at the end of the construction. That time has arrived and the
applicant has prepared a full size example of each color for your
consideration.
COMMISSIONERS
SCOTT W. MORGAN, Mayor
THOMAS M. STANLEY, Vice -Mayor
PAUL A. LYONS, JR.
JOAN K. ORTHWEIN
DONNA S. WHITE
December 11, 2018
TOWN OF GULF STREAM
PALM BEACH COUNTY, FLORIDA
Rustem Kupi
1045 E. Atlantic Avenue, Ste 303
Delray Beach, Florida 33483
Dear Mr. Kupi:
Telephone
(567)276-5116
Fax
(561)737-0188
Town Manager
GREGORY L.DUNHAM
Town Clerk
RITA L. TAYLOR
I have reviewed the copy of the Plan Review Status that was given to
you from the Delray Beach Building Department that relates to their
review of the permit application for 3112 Gulfstream Road in Gulf
Stream.
With regard to the comments from the Engineering Department in relation
to the lift station, this is to advise that this is a private sewer
system they are connecting to and the Town of Gulf Stream has approved
this lift station.
The second comment from engineering was addressing the driveway width.
What they are referring to as a "driveway" is actually just a parking
area in front of the house, not a "driveway" and this is acceptable
in the Town of Gulf Stream.
If there are further questions in these matters, feel free to
contact us.
Very truly yours,
Rita L. Taylor
Town Clerk
100 SEA ROAD, GULF STREAM, FLORIDA 33483
From: Suzanne King
Sent: Monday, December 10, 2018 9:58 AM
To: Rustem Kupi; Alex
Subject: 3112 Plan Review Status
Plan Review Status
Application/Permit Number: 1800180205
Site Address: 3112 GULFSTREAM RD
Description: PERMIT STATUS: PLAN CHECK
Plan Review Steps
Plan Step
Date to
Reviewer
Status
Comments
Agency
PUBLIC UTILITIES
12/6/2018
PAUL DE
APPROVED
CAROLIS
ENGINEERING
11/29/2018
RALPH
DISAPPROVED
1) Provide approval from Town of
LUGO/243-
Gulfstream for simplex
7220
lift station.
2) Per LDR 6.1.4 (C). The driveway
width cannot exceed more
than 24' and no less than 12' at the
throat. Please
indicate the proper driveway width
for the driveway
located on Gulfstream Road.
ELECTRICAL REVIEW
12/4/2018
GREGORY S
APPROVED
BANKS
MECHANICAL
12/2/2018
MIKE
APPROVED
REVIEW
JOHNSON
PLUMBING REVIEW
12/3/2018
GENE
APPROVED
GARRISON
PLAN REVIEW
12/6/2018
PLAN
IN LINE FOR
SENT TO REVIEWER BY LAURA
REVIEWER
REVIEW
THOME
(TBD)
IRRIGATION REVIEW
12/4/2018
WILLIAM
DOCUMENT
No Irrigation application. Please
WILSHER
NEEDED
provide application.
LANDSCAPE REVIEW
12/4/2018
WILLIAM
DOCUMENT
No Landscape application. Please
WILSHER
NEEDED
provide application.
REE REMOVAL
12/4/2018
WILLIAM
DOCUMENT
No Tree/Scrub/Vegetation Removal
REVIEW
WILSHER
NEEDED
application. Please
provide application.
PLANNING AND
11/16/2018
MICHAEL
NO REVIEW
ZONING
VINCI
NECESSARY
PLUMBING - GAS
12/2/2018
MIKE
APPROVED
JOHNSON
ENVIRONMENTAL
11/27/2018
CLINTON
APPROVED
SERVICES
WILLIAMS
From: Jill Britt
Sent: Wednesday, October 17, 2018 4:30 PM
To: kvaoffice@aol.com
Cc: Paul Williams
Subject: Village of Gulfstream
Hi Rusty,
I believe I made an error on your last name. My apologies, please forward your complete contact
information for our files.
I also wanted to give you some detail information that I feel is helpful.
• Minimum tank diameter used is 4'
• Minimum differential from influent invert to bottom of tank 4'
• Available power at these residences is single phase
• Our selection of grinder pump has the best available hydraulics and a dual voltage motor rating
for single phase
• Typically the wet well for these residences have all been 5.5' to 8' total depth
• Cord length on 2HP grinder is 30'. Bear in mind when locating the control panel in relation to the
wet well
If we can be any further assistance please let us know.
Sincerely,
Jill Britt
Lift Station Pump & Equipment
1315. S FE- Dixie -H
494ighway
Stuart L-39
Office: 1-772-320-9624
-----------------------
Fax: 1-844-572-7133
-....................
USTATION
ru P # EDu eer
CONFIDENTIALITY NOTICE
This e-mail message from Lift Station Pump & Equipment is intended only for the individual or entity to which it is addressed. This e-mail may
contain information that is privileged confidential and exempt from disclosure under applicable law. If you are not the intended recipient, you
are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you received this e-mail by
accident, please notify the sender immediately and destroy this e-mail and all copies of it.
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45'-1"
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25'-7 1/2"
SIDE (INTERIOR)
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15'-0'
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24'-7"
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•
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51'-e"
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45'-1"
MINOR ACC. 25'-0"
25'-7 1/2"
SIDE (INTERIOR)
PRINCIPAL
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MINOR ACC. 12'-0'
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•
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20'-0'
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4.4 SPOT FACED
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[LN
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20'-0'
20'-1"
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18'-4"
PARKING AREA W/
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LEGAL DESCRIPTION
LOT 20, GULF STREAM PROPERTIES. ACCORDING TO THE
PUT THEREOF. RECORDED IN PUT BOOK 18, PAGE
27, OF THE PUBUC RECORDS OF PALM BEACH COUNTY.
FLORIDA.
OCCUPANCY CLASSIFICATION
GROG R-3 - SINGLE FAMILY RESIDENCE
TYPE OF CONSTRUCTION
TYPE `VB' UNPROTECTED/ UNSPRINKLERED
FLOOD ZONE: 'X'
WIND DESIGN CRITERIA
EXPOSURE CATEGORY C
RSK CATEGORY II
ULTIMATE BASIC WIND SPEED VULT - T70 MPH (3 SECOND GUST)
EO. NOMINAL BASK: WIND SPEED VASE) - 132 MPH (3 SECOND GUST)
ENCLOSED BUILDING INT. PRESSURE COEFFICIENT, GCPI- +/-0.18
WIND BORNE DEBRIS REGION
MEAN ROOF HEIC#(P 41-0' A.FF.
APPLICABLE CODES
2017 FLORIDA BUILDING CODE - RESIDENTIAL
2017 FLORIDA PLUMBING CODE
2017 FLORIDA ELECTRICAL CODE
2017 FLORIDA MECHANICAL CODE
2017 FLORIDA ENERGY CONSERVATION CODE
2017 FLORIDA EXISTING BUILDING CODE
2014 NATIONAL ELECTRICAL CODE
ZONING DISTRICT: GULF STREAM CORE
SETBACK REQUIREMENTS
SETBACK
13,574 SO. FT.
REWIRED
PROVIDED
FRONT
PRINCIPAL
30'-0'
30'-11 1/2"
2ND STORY 35'-0"
45'-1"
MINOR ACC. 25'-0"
25'-7 1/2"
SIDE (INTERIOR)
PRINCIPAL
15'-0'
16'-2 1/2"
2ND STORY IS -D' + 15% OF WIDTH- (24'-7')
24'-7"
MINOR ACC. 12'-0'
N.A.
SIDE (STREET)
PRINCIPAL
201
20'-0'
D STORY 20'-O' + 15% OF W11D1H• (29'-7')
51'-e"
[LN
MINOR ACC. 17'-0"
17'-0"
6" TREE POOL
Lr_
20'-0'
20'-1"
2ND STORY 20'-0"
43'-B"
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10'-0"
18'-4"
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+10 27
+9,157
�--OVERHEAD UTILITY - - - -
LINES (TYPICAL) -
1.
G.V.% +FHT - - -
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SCALE :1/8' - 1'-0'
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VICINITY MAP
LEGAL DESCRIPTION
LOT 20, GULF STREAM PROPERTIES. ACCORDING TO THE
PUT THEREOF. RECORDED IN PUT BOOK 18, PAGE
27, OF THE PUBUC RECORDS OF PALM BEACH COUNTY.
FLORIDA.
OCCUPANCY CLASSIFICATION
GROG R-3 - SINGLE FAMILY RESIDENCE
TYPE OF CONSTRUCTION
TYPE `VB' UNPROTECTED/ UNSPRINKLERED
FLOOD ZONE: 'X'
WIND DESIGN CRITERIA
EXPOSURE CATEGORY C
RSK CATEGORY II
ULTIMATE BASIC WIND SPEED VULT - T70 MPH (3 SECOND GUST)
EO. NOMINAL BASK: WIND SPEED VASE) - 132 MPH (3 SECOND GUST)
ENCLOSED BUILDING INT. PRESSURE COEFFICIENT, GCPI- +/-0.18
WIND BORNE DEBRIS REGION
MEAN ROOF HEIC#(P 41-0' A.FF.
APPLICABLE CODES
2017 FLORIDA BUILDING CODE - RESIDENTIAL
2017 FLORIDA PLUMBING CODE
2017 FLORIDA ELECTRICAL CODE
2017 FLORIDA MECHANICAL CODE
2017 FLORIDA ENERGY CONSERVATION CODE
2017 FLORIDA EXISTING BUILDING CODE
2014 NATIONAL ELECTRICAL CODE
ZONING DISTRICT: GULF STREAM CORE
SETBACK REQUIREMENTS
SETBACK
13,574 SO. FT.
REWIRED
PROVIDED
FRONT
PRINCIPAL
30'-0'
30'-11 1/2"
2ND STORY 35'-0"
45'-1"
MINOR ACC. 25'-0"
25'-7 1/2"
SIDE (INTERIOR)
PRINCIPAL
15'-0'
16'-2 1/2"
2ND STORY IS -D' + 15% OF WIDTH- (24'-7')
24'-7"
MINOR ACC. 12'-0'
N.A.
SIDE (STREET)
PRINCIPAL
201
20'-0'
D STORY 20'-O' + 15% OF W11D1H• (29'-7')
51'-e"
[LN
MINOR ACC. 17'-0"
17'-0"
REAR
PRINCIPAL
20'-0'
20'-1"
2ND STORY 20'-0"
43'-B"
MINOR ACC. 15'-0"
15'-0"
POOL
-
10'-0"
18'-4"
• (WIDTH OF HOUSE EQUALS 63-10" x 15% = 9'-7")
SITE AREA TABULATIONS
OVERALL SITE AREA:
13,574 SO. FT.
13,573 S.F. x .33:
4,479 SO. FT.
FAR LOT COVERAGE ALLOWED:
4,479 80. FT.
AREA OF STRUCTURE (UNDER ROOF):
3,505 SO. FT. 25.82%
DRIVES, WALLS, PARKING AREAS:
1.519 SQ. FT. 11.19%
POOL AND DECK AREAS:
963 S0. FT. 7.09%
WALKWAYS, STOOPS, A/C PADS:
294 S0. FT. 2.177
LANDSCAPE AREA:
7,293 SO. FT. 53.73%
AREA TABULATIONS
1ST FLOOR A/C LIVING: 2.329 S0, FT.
2ND FLOOR A/C LIVING: 1,134 S0. FT.
POOL CABANA A/C: 138 SO. FT.
2 -CAR GARAGE: 550 SO. FT.
COVERED ENTRY: 40 S0. FT.
COVERED POOL CABANA PORCH: 286 SO. FT.
TOTAL UNDER ROOF: 4,477 SO. FT,
OPEN-AIR BALCONY: 162 SO. FT.
ADDITIONAL COVERED PORCH AS
ALLOWED PER L.D.R. SECTION 70-72(b): 162 SO. FT.
2ND FLOOR COVERED AREA = 33.92% OF FIRST FLOOR COVERED AREA
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,ARCHITECT
1045 E. ATLANTIC AVE. STL303
DELRAY BEACH, FLA. 33483
TELEPHONE 561. 271.3535
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EIgGUEEA3vf1T.Y====___
RESIDENdE
ELEV. = +11.75' N.A.V.D.
(MATCH EXISTIN�)
18'.36' DCMINICAN
CORAL STEPPING
STONES (TYP)
LOT 21, GULF STREAM PROPERTIES
SELF-CLOSING
GATE ES.P. ALUM. GATE
W/ 4v4 ESP AW M.
GATE POSTS
TREMRON 'TUSCANY
4.4 SPLIT -FACED
ANTIOUEO PAVER
PARKING AREA W/
CORAL BORDER.
11.5
(PLAT BOOK 18, PAGE 27)
- - +10 27
COMP. I
136.53' r
111.48
+11.4
6" TREE POOL
+10.5
BE 'GLACIER' (TYP)
+9.3
MIDDLE ROAD
-L9 37 _ 9157 _ _
4'-0'M1 E.S.P.
BLACK ALUM.
PICKET FENCE
L
PROPOSED SIMPLEX LIFT
STATION - CONTRACTOR
TO RECEIVE APPROVAL OF
SHOP DRAWINGS PRIOR TO
20'-0"
_
0 136.15'
STUCCO PIERS-
LOT 20
INSTALLATION
4 PRIVACY
�PAINTED (TYP)
+10 44
OVERHEAD UTILITY
G.V.% OFH
LINES (TYPICAL) -
REAR
-----
IRREGULAR IRREGULAR
DOMINICAN CORAL DOMINICAN
FLAGGIN❑)CORAL DECK
G
2ND STORY 20'-D"
C
n
u
POOL
p1r-
10'-0'
f
y
❑O
�2Q'
I I L I
pST`CC'v4'-4'N
SNCCOGATEPIERS -PAINTED
�9 -
4'-O'M1 BLACK
ESP. ALUM.PICKET FENCE
+10.2
GHtT-
��
6 _
•ACCESSORY
�-T I
I
4'-O'M1 BUCK
1]'-0" SIDE STREET
1
+t,.2
}
___
STRUCTURE SETBACK LINE
LOW
NEW 2-STQ-,RY
EIgGUEEA3vf1T.Y====___
RESIDENdE
ELEV. = +11.75' N.A.V.D.
(MATCH EXISTIN�)
18'.36' DCMINICAN
CORAL STEPPING
STONES (TYP)
T.P. ARG =1 5,7r�2,
CF�
• AI
SELF-CLOSING
GATE ES.P. ALUM. GATE
W/ 4v4 ESP AW M.
GATE POSTS
TREMRON 'TUSCANY
4.4 SPLIT -FACED
ANTIOUEO PAVER
PARKING AREA W/
CORAL BORDER.
11.5
'GLACIER' (TYR)
- - +10 27
COMP. I
136.53' r
111.48
+9.32 9.53
6" TREE POOL
I
L-----�
-----,
BE 'GLACIER' (TYP)
---------- - -, - ---
OMP
MIDDLE ROAD
-L9 37 _ 9157 _ _
_ _
L
22'-]
20'-0"
16%16'.V-O'n P A V E D
stucco PIERS -
STUCCO PIERS-
LOT 20
--°--J
4 PRIVACY
�PAINTED (TYP)
+10 44
OVERHEAD UTILITY
G.V.% OFH
LINES (TYPICAL) -
REAR
-----
WALL
G
2ND STORY 20'-D"
43' -8 -
MINOR ACC. 15'-0"
,F
POOL
p1r-
10'-0'
W
20'-0" SIDE STREET B LINE
L-----,
DAL.
TE +11.4
_ 11
6 _
•ACCESSORY
II
I
4'-O'M1 BUCK
1]'-0" SIDE STREET
1
E.S.P. ALUM.
STRUCTURE SETBACK LINE
LOW
PICKET FENLE
TREMRON 'TUSCANY
DOMINICAN CORAL
POOL COPING AND
4.4 SPLIT FACED
3'-8 x4_2 n
DECK (TYP)
T.P. ARG =1 5,7r�2,
CF�
AID UED PAVER
DRIVE k PARKING
AREA w/ CORAL
BORDER. PAVER
COLOR TO BE
SELF-CLOSING
GATE ES.P. ALUM. GATE
W/ 4v4 ESP AW M.
GATE POSTS
TREMRON 'TUSCANY
4.4 SPLIT -FACED
ANTIOUEO PAVER
PARKING AREA W/
CORAL BORDER.
II �
+12.011Z
I D
i T
'GLACIER' (TYR)
- - +10 27
30'-11 1/2"
136.53' r
111.48
+9.32 9.53
MINOR ACC. 25'-0"
+10.45
BE 'GLACIER' (TYP)
1
MIDDLE ROAD
-L9 37 _ 9157 _ _
_ _
_ _ +10.48
22'-]
20'-0"
16%16'.V-O'n P A V E D
stucco PIERS -
STUCCO PIERS-
//�/�'�
VJ
PNNTED (TIP)
5 +9157
�PAINTED (TYP)
+10 44
OVERHEAD UTILITY
G.V.% OFH
LINES (TYPICAL) -
REAR
-
- - -
:'-D'M1 NOW I
RETNN G
WALL
- 8'-11 k' 3'_g•
15.0'
__14_DM1
TREMRON 'TUSCANY
4.4 SPLIT -FACED
ANTIOUEO PAVER
PARKING AREA W/
CORAL BORDER.
_
0'M1
- - +10 27
30'-11 1/2"
PAVER COLOR TO
q0y
LL
MINOR ACC. 25'-0"
25-7 1/2"
BE 'GLACIER' (TYP)
1
+ O
LL
+ +
2ND STORY IS' -0' + 15% OF 'MIDMI (24'-7•)
( )
PRIVACY
N.A.
00
I
STUCCO PIERS-
//�/�'�
VJ
O
�P�RINOPAL
20'-0- + 15% OF WIDTF- (29'-7")
�PAINTED (TYP)
to
ry�
REAR
I
Q
G
2ND STORY 20'-D"
43' -8 -
MINOR ACC. 15'-0"
,F
POOL
p1r-
10'-0'
W
12'x12'.4' -4"R
__14_DM1
_ +10.27 - _.
_
PRINCIPAL
- - +10 27
30'-11 1/2"
2ND STORY 35'-0"
STUCCO GATE
PIERS - PAINTED
MINOR ACC. 25'-0"
25-7 1/2"
SIDE (INTERIOR)
PRINCIPAL
+ O
LL
+ +
2ND STORY IS' -0' + 15% OF 'MIDMI (24'-7•)
( )
PRIVACY
N.A.
00
I
)
//�/�'�
VJ
20'-0"
�P�RINOPAL
20'-0- + 15% OF WIDTF- (29'-7")
51'-8"
to
ALL
REAR
I
Q
J
2ND STORY 20'-D"
43' -8 -
MINOR ACC. 15'-0"
,F
POOL
-
10'-0'
1B'-4"
2'-O"h
LOW
RETAINING
WALL
F.F.E.
ELEV. =
+11.25'
N. A. V. D.
STONE PAVER
j
PNARKING AREA
/ COQUINA
-
BORDER (TTP)
2 ?
+10.8
-
-
WALL MOUNTED
INU"
1
16'.16 -.5' -OT
SNCCO PIERS -
PAINTED (TTP)
L.P. GAS W.H.
�i
o LQ
I -tl I J•_B-
I
5'
U w BURIED
1
\
(.DOD GAL
U GA51
4'_0'M1 BLACK
E.S.P. ALUM.
ILP.
TANK
25-7 ' I
PICKET FENCE
11.2
N+
IT
+OUTDOORSHOWERARG=
23.59'K
7
C.A. = 90°07'14" SURV
C.A. = 90°05'30" PE
-CS
RADIUS = 15.0
^'�
I
--
+10.24
I
REOLIFED
_ +10.27 - _.
_
PRINCIPAL
- - +10 27
30'-11 1/2"
2ND STORY 35'-0"
POLE-'_ GROUND LEVEL SITE PLAN
SCALE : 1/8' - T-0'
rmww- wSffE
A� I 11-
m>E,N A.._ -A,
II as„IM An. _
CIA,�Aw
6 L'
Dl� a�at �,sm 2 p
xL RXl1 � a � s,4..,.e° mzewm.olleq
6uMShYm R 374W
sarnFsr ;asasc; a<
-/IPVM, v.uR :AT4. SMt4
VICINITY MAP
LEGAL DESCRIPTION
LOT 20. GULF STREAM PROPERTIES. ACCORDING TO THE
PLAT THEREOF, RECORDED IN PLAT BOOK 18, PAGE
27, OF THE PUBUC RECORDS OF PALM BEACH COUNTY,
FLORIDA.
OCCUPANCY CLASSIFICATION
GROUP R-3 - SINGLE FAMILY RESIDENCE
TYPE OF CONSTRUCTION
TYPE'VB' UNPROTECTED/UNSPRINKLERED
FLOOD ZONE: 'X'
WIND DESIGN CRITERIA
EXPOSURE CATEGORY C
RISK CATEGORY II
ULTIMATE BASIC WIND SPEED: VULT -170 MPH (3 SECOND GUST)
EO. NOMINAL BASIC WIND SPEED VASD - 132 MPH (3 SECOND GUST)
ENCLOSED BUILDING INT. PRESSURE COERRCIENT, GCPI- +/-0.18
WIND BORNE DEBRIS REGION
MEAN ROOF HEGHT: V -H' AFF.
APPLICABLE CODES
2017 FLORIDA BUILDING CODE - RESIDENTIAL
2017 FLORIDA PLUMBING CODE
2017 FLORIDA ELECTRICAL CODE
2017 FLORIDA MECHANICAL CODE
2017 FLORIDA ENERGY CONSERVATION CODE
2017 FLORIDA EXISTNG BUILDING CODE
2014 NATIONAL ELECTRICAL CODE
ZONING DISTRICT: GULF STREAM CORE
SETBACK REQUIREMENTS
SETBACK
13,574 SO. FT.
REOLIFED
PROVIDED
FRONT
PRINCIPAL
30'-O"
30'-11 1/2"
2ND STORY 35'-0"
45'-1"
MINOR ACC. 25'-0"
25-7 1/2"
SIDE (INTERIOR)
PRINCIPAL
15'-0"
16'-2 1/2"
2ND STORY IS' -0' + 15% OF 'MIDMI (24'-7•)
24' -7 -
MINOR ACC, 12'-0"
N.A.
SIDE (STREET)
20'-0"
20'-0"
�P�RINOPAL
20'-0- + 15% OF WIDTF- (29'-7")
51'-8"
MINOR ACC. 17'-0"
17'-0"
REAR
PRINCIPAL
20'-0'
20'-1"
2ND STORY 20'-D"
43' -8 -
MINOR ACC. 15'-0"
15'-0"
POOL
-
10'-0'
1B'-4"
' (WIDTH OF HOUSE EQUALS 63'-10' x 15%= 9'-7")
SITE AREA TABULATIONS
OVERALL SITE AREA:
13,574 SO. FT.
13.573 SF. x .33:
4.479 S0. FT.
FAR LOT COVERAGE ALLOWS
4,478 80. FT.
AREA OF STRUCTURE (UNDER ROOF):
3.505 SO. FT. 25.82%
DRIVES, WALLS, PARKING AREAS:
1.519 SO. FT. 11.19%
POOL AND DECK AREAS:
963 S0. FT. ].09%
WALKWAYS, STOOPS, A/C PADS:
294 SO. FT. 2.17%
LANDSCAPE AREA:
7,293 SQ. FT. 53.73%
AREA TABULATIONS
1ST FLOOR A/C LIVING:
2,329 S0. FT.
2ND FLOOR A/C LIVING:
1,134 S0. FT.
POOL CABANA A/C:
138 S0. FT.
2 -CAR GARAGE:
C5
550 S0. FT.
6 OVERED ENTRY:
40 S0. FT.
+ COVERED POOL CABANA PORCH:
285 S0. FT.
TOTAL UNDER ROOF:
4,477 S0. FT.
OPEN-AIR BALCONY:
162 S0. FT.
ADDITIONAL COVERED PORCH AS
ALLOWED PER L.D.R. SECTION 70-72(0):
162 SO. FT.
2ND FLOOR COVERED AREA = 33.92% OF FIRST FLOOR COVERED AREA
0
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EXIST WATER SERVICE -
CONTRACTOR TO CONFIRM WITH
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SUFFICIENT - RELOCATE METER
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SHEET 4 > s
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I �+
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3 by
MATCH XIST
EL=±2
3
20LF-2" PERF
HDPE 0.0%
f
0
35LF-12" HDPE
®o.0%
N10. 4
10 75
6.75
_,o
1 OLF-12" HOPE
40LF-8"
® 0.5%
15LF-8" HDPE
0 0.5%
ROOF LEADER
ROOF LEADER
Lf,
3
I
25LF-I12' HOPE - 108'..
® O.Op � - 38LF-12" HDPE
3 _I 0 0.0%
NYLO
t_ 1 TRENCH DR41N IN
�; RIM EL=10.:14 6.7
I
LOT 21, GULF STREAM PROPERTIES
IAR
CANNO RESIDENCE - 7112 GULF STREAM ROAD
111.48
I
I
LENGTH OF TRENCH REO D In
11LF-8" HDPE
(PLAT BOOK 18, PAGE 27)
VOLUME TO SE -TREATED IAG14)
9.zs
®os%
MIDDLE ROAD
0.7
(`
a9.5
L-1
\ +10 .2
OR2P -X LFI
u9DA Sw IBRCFF EQUATION:
MATCH EXIST
IL-2
MATCH EXIST 9.00
\1`
m
ATCH EXIST
EL=±11.2
10.00
6.75
EL=310.3
ri = Am
TA.4Anox venal
L=311.2
POST P�
6.75
136.1
1635 FEET
AVERAGE PERVIOUS ELEVATION =
1
+'Ik-
70LF-12" HDPE 130LF-12" HDPE0
DERTHTOWATERTA E •
Q0%
00
1
--- Draw �-�-
EL=38.7
15LF-8" HDPE
0 0.5%
ROOF LEADER
ROOF LEADER
Lf,
3
I
25LF-I12' HOPE - 108'..
® O.Op � - 38LF-12" HDPE
3 _I 0 0.0%
NYLO
t_ 1 TRENCH DR41N IN
�; RIM EL=10.:14 6.7
I
+120 mm - i 9Ni -
�
e
IAR
CANNO RESIDENCE - 7112 GULF STREAM ROAD
111.48
1
LENGTH OF TRENCH REO D In
11LF-8" HDPE
10 As
VOLUME TO SE -TREATED IAG14)
9.zs
®os%
MIDDLE ROAD
0.7
(`
a9.5
of
\ +10 .2
m
u9DA Sw IBRCFF EQUATION:
11.25
' HDPE
SATURATED TRENCH DEPTH (FT)
\1`
-
EL=±10.2
3 +2T9)
0 0.5%
® 0.57,
ri = Am
'TANDARD FORMULA:
15.0
POST P�
IS SOA STORAGE •tiPERVIOUS
1635 FEET
AVERAGE PERVIOUS ELEVATION =
1
+'Ik-
C.v.T 4f"
DERTHTOWATERTA E •
,t ,
CIIMMATNE WATERSIORAGE WIMN =
1
--- Draw �-�-
REVEvr
29N REMA CFgN •
813w .
s
ROOF LEADER
026 a
[D
NDIE. F 025 G> OR = P. TIBER O = 0
I
Y0.1AE FOR NJIT,.fF 11091 F1FDT INOI OF RNNFALL BH[
O= Doe
v ATf 12-•,�cHd
01
NEW 2 -STORY
GA'EN: REOUREDST E,P2=0.0-PERSfNbDTE =EPLBLIFATIOTE..Ai390FC'RE9
NOTE: Pd%ENnR KNOONS rld be u]f Cu WE"z 2Hr.3,:Xu.. cromr serf. Vtl;x9 hr M mens
S�QQ 1
SINGLE FAMILY
o 7
0= 204 212.
RESIDENE
1.2
2s.rr. Syr FRE -YS POSi-0E,rEIOPNEMRUNOFf VDUAEE: 415cf
Toru voLL.o s:
FTECM PIR"FV: 2 d
g sx D
RBIXAR®YOESLE _ ,10 d = 011 Ac -h
PROYNIDVOLLOF: 5904 = DH AW
SEE E L,RATON EYLLCIRATDNS
�W
(MATCH EXISTING)
ROOF LEADER
n
O E6E0 RDRDH
- 1.
J
11.3
�%`-
45LF-8"
HDPE
0
® 0.5%
OQ
1FE.
E1125
s.e
+t T2
+ D
MATCH E.ST
POOL
EL=±9.4
LOT 20
0.7
®
1
1
/I
�t11.2
A.V.D.
NYLO-7
0.00
650% HDPE
F.75
0
� 0.07,
�
,
136.53'
+120 mm - i 9Ni -
�
e
IAR
CANNO RESIDENCE - 7112 GULF STREAM ROAD
111.48
GULF f1REAN RGgARFD VOLWE:
LENGTH OF TRENCH REO D In
11LF-8" HDPE
10 As
VOLUME TO SE -TREATED IAG14)
9.zs
®os%
MIDDLE ROAD
+931 +951
7
of
+10.48
SOT. foe
u9DA Sw IBRCFF EQUATION:
MATCH EXIST
SATURATED TRENCH DEPTH (FT)
O =RUNOFF - 010MMIN-0.M
MATCH EXIST
EL=±10.2
3 +2T9)
OR K=
ri = Am
'TANDARD FORMULA:
POST P�
IS SOA STORAGE •tiPERVIOUS
1635 FEET
AVERAGE PERVIOUS ELEVATION =
tt t Il
+'Ik-
C.v.T 4f"
DERTHTOWATERTA E •
,t ,
CIIMMATNE WATERSIORAGE WIMN =
10.90 a 10.9E
--- Draw �-�-
REVEvr
NOTE: SEE LANDSCAPE
PLANS FOR HARDSCAPE
MATERIALS & SPECIFICATIONS
+10.24 MATCH EXIST
EL=±10.5
�
lii1W _-_-.
o m
C1NW
NOTE: CONTRACTOR TO FIELD
VERIFY EXACT LOCATION, SIZE, AND
ELEVATION OF ALL IMPROVEMENTS
NOTE: SEE LANDSCAPE AT TIME OF CONSTRUCTION AND
PLANS FOR BRICK PAVER REPORT ANY DISCREPANCIES TO
PATTERNS ENVIRODESIGN ASSOCIATES, INC.
B•rxeeae lweeibl Faratr T
2 4 Dw wl Gc1Nn�w4vA I &(
5 d F V
_ a
{ i L T
URAINAG&c7VU`T S
lssorfaf _ 7nTolp rated
IAR
CANNO RESIDENCE - 7112 GULF STREAM ROAD
'4S"AUZARO MWDENCE • 3112 GULF STREAM RD - EDA PROJECT AT80TS
GULF f1REAN RGgARFD VOLWE:
LENGTH OF TRENCH REO D In
STRFAN kirb H, Sedan 42-92 RF Rde;n dl noaf 9vniho kst manor. rei5d We9 acIX®zl fib'
1. 2G1T
IM 4-nr. Syr rwsFF 4hlm ud_
VOLUME TO SE -TREATED IAG14)
POST
PRE
GN'EN' TOTAL SIfE AF�A 11573 d
1357,
FIPERVIDUS AREA EO25d N4N
4505 332
PERVIOUS AREA 1519 It 559 M
SOT. foe
u9DA Sw IBRCFF EQUATION:
A = 115111
SATURATED TRENCH DEPTH (FT)
O =RUNOFF - 010MMIN-0.M
K -HYDRAULIC
P= PICULARLATED RMa'At1
t x 10
OR K=
ri = Am
'TANDARD FORMULA:
POST P�
IS SOA STORAGE •tiPERVIOUS
1635 FEET
AVERAGE PERVIOUS ELEVATION =
tt t Il
WMTEII ELEVATION =
5 S 5
DERTHTOWATERTA E •
,t ,
CIIMMATNE WATERSIORAGE WIMN =
10.90 a 10.9E
SOA SIORMs PER SFgR60 BASIS OF
REVEvr
29N REMA CFgN •
813w .
s
026 a
[D
NDIE. F 025 G> OR = P. TIBER O = 0
Y0.1AE FOR NJIT,.fF 11091 F1FDT INOI OF RNNFALL BH[
O= Doe
v ATf 12-•,�cHd
"L-„TPOF - =_---Y`JIDIAL 2-YFAIL NENDF 510RN EYBITATAWEf%[
GA'EN: REOUREDST E,P2=0.0-PERSfNbDTE =EPLBLIFATIOTE..Ai390FC'RE9
NOTE: Pd%ENnR KNOONS rld be u]f Cu WE"z 2Hr.3,:Xu.. cromr serf. Vtl;x9 hr M mens
cws3mdw21nr Syr s11me dorm aved toe da¢e4
USM 515 R;MOFf EOMTgN fIOM ABOVE:
POST PRE
0= 204 212.
V : 3032 d 28ffi U
2s.rr. Syr FRE -YS POSi-0E,rEIOPNEMRUNOFf VDUAEE: 415cf
Toru voLL.o s:
FTECM PIR"FV: 2 d
PREOPD
PREPOST SYR RIRJOFF VOIUME. 4184 ,1m51,Frxa xROw-gl
RBIXAR®YOESLE _ ,10 d = 011 Ac -h
PROYNIDVOLLOF: 5904 = DH AW
SEE E L,RATON EYLLCIRATDNS
CONSERVArwe FORauu: (TOT APPLICABLE - STANDARD F. -MA APPLIES)
lssorfaf _ 7nTolp rated
' .;A
'4S"AUZARO MWDENCE • 3112 GULF STREAM RD - EDA PROJECT AT80TS
L •
LENGTH OF TRENCH REO D In
wATefineLE
V -
VOLUME TO SE -TREATED IAG14)
• 111
W •
7MNCM WIDTH RTj
= a
N •
DEP1N TO WATER TABLE TFT)
= S
OM •
NONSATURATED TFIENCM DEI
U, •
SATURATED TRENCH DEPTH (FT)
- 0
K -HYDRAULIC
CON�GTNm (CF Vpj-_FTNEADi
t x 10
OR K=
= 3:0001
'TANDARD FORMULA:
L .
V
1635 FEET
K(HWa2N13Y-0SP a 21mA • 029 x 10') wD6
CONSERVArwe FORauu: (TOT APPLICABLE - STANDARD F. -MA APPLIES)
_ v
L xDHDu'Dli' • DIDR • (1.19 s 101 wDu
' .;A
yf,AlfDAlm TRENCH DFTAQ • RF®E 10 FNOINEEq NO PLANS PDR ARUAL SPECIFICATDN3
RST -T0 -815-t
46
wATefineLE
tY N1Pf fMOE
3.0
Q • W
W: ERTfi9=6.15
u93EROtN V
Tf81Oi 9oTTma = E+5
�
A-New..rNer
mwbbxw,w
O'PFr dl�iuerbF
O Fm
EN
F6T
MATMINTVOLUME PROVIDED: 0.11AG
IXEAESONS: C0FT3VIDEB
100 Fi, DEEP
LOCATION MAP N
N. T. S.
LEGEND:
PROPERTY LINE
A SECTION IDENTIFIER
j j PLAN PAGE DETAIL PAGE
16.5 PROPOSED ELEVATION
DIRECTION "FLOW
}AT �XICTING ELEVATION
DENOTES AREA OF PROPOSED BRICK
PAVER SSEE DETAIL SHEET 2 - SEE
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DECK BY OTHERS - SEE LANDSCAPE
PLANS FOR SPECIFICATIONS
PROPOSED CATCH BASIN
®
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(BOTTOM EL= 5.75)
NYLO-1 STRUCTURE TYPE -NUMBER
6.00 RIM ELEVATION
3.50 INVERT ELEVATION
NYLO NYLOPLAST YARD DRAIN OR
APPROVED EQUAL
IL INLINE YARD DRAIN
HDPE HIGH-DENSITY POLYETHYLENE PIPE
T PROPOSED WATER METER
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D4 EXISTING GATE VALVE
C. 0. SANITARY SEWER CLEANOUT
t SINGLE SANITARY SERVICE WITH
l CLEANOUT
ju.
Know what's below.
0811 before you dig.
CALL 48 HOURS BEFORE YOU DIG.
IT'S THE LAW
1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
SCALE: I" = 10'
5 0 10 20
RR
In Rm
5 S
® COPYRIGHT 2018 BY ENVIRODESICN ASSOCIATES, INC.
THIS DRAwNG IS PROVIDED FIXE INFORMARONAL PURPOSES ONLY,
UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL
ENGINEER REPRESENTING ENVIRODESGN ASSOCIATES, INC.
DRAWN:
M.T.J.
CHECKED:
J.A.P.
DATE:
7/01/18
JOB NO.
18078 -ENG
SHEET NO.
1 OF 5
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+9.37 9I5t
7
(PLAT BOOK 18, PAGE 27)
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ATCH EXIST
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PLANS FOR BRICK PAVER REPORT ANY DISCREPANCIES TO
PATTERNS ENVIRODESIGN ASSOCIATES, INC.
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NOTE: SEE LANDSCAPE
PLANS FOR HARDSCAPE
MATERIALS & SPECIFICATIONS
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EL 310.5 $
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VERIFY EXACT LOCATION, SIZE, AND
ELEVATION OF ALL IMPROVEMENTS
NOTE: SEE LANDSCAPE AT TIME OF CONSTRUCTION AND
PLANS FOR BRICK PAVER REPORT ANY DISCREPANCIES TO
PATTERNS ENVIRODESIGN ASSOCIATES, INC.
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LOCATION MAP JNJ
N. T. S.
LEGEND:
PROPERTY LINE
A SECTION IDENTIFIER
PLAN PAGE DETAIL PAGE
16.5 PROPOSED ELEVATION
DIRECTION OF FLOW
�Al EXISTING ELEVATION
O DENOTES AREA OF PROPOSED BRICK
PAVERS SEE DETAIL SHEET 2 - SEE
LANDSCAPE PLANS FOR PATTERN
DENOTES AREA OF PROPOSED POOL
DECK BY OTHERS - SEE LANDSCAPE
PLANS FOR SPECIFICATIONS
PROPOSED CATCH BASIN
DENOTES 12" PERF HDPE PIPE IN
4' WIDE X 3' DEEP ROCK TRENCH
(BOTTOM EL= 5.75)
NYLO-1 STRUCTURE TYPE -NUMBER
6.00 RIM ELEVATION
3.50 INVERT ELEVATION
NYLO NYLOPLAST YARD DRAIN OR
APPROVED EQUAL
IL INLINE YARD DRAIN
HDPE HIGH-DENSITY POLYETHYLENE PIPE
T PROPOSED WATER METER
♦ PROPOSED FIRE HYDRANT
OG EXISTING GATE VALVE
C. 0, SANITARY SEWER CLEANOUT
t SINGLE SANITARY SERVICE WITH
l CLEANOUT
Know what's below.
Call before you dig.
CALL 48 HOURS BEFORE YOU DIG.
IT'S THE LAW
1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
SCALE: 1" = 10'
-5 O 10 20
5 15
(D COPYRIGHT 2018 BY ENMRODESIGN ASSOCIATES. INC.
MIS DRAW NG IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY,
UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL
ENGINEER REPRESENTING ENNRODESIGN ASSOCIATES. INC.
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STUCCO BANDING -
PAINTED (TYP)
7/8'th 3 -COAT SMOOTH STUCCO
FINISH OVER PAPER -BACKED M
LATH ON 5/8' EXT, GRADE PLYWOOD
OVER WD. FRAMING -PAINTED
6 S4S CL
4 z 6 SOS CLEAR CEDAR
OUTRIGGERS -PAINTED\
(TYPICAL)
12- EXPOSURE WHITE BORAL ROOFING
'BERMUDA SMOOTH' - ULTRA WHITE -
COLOR -THROUGH SLURRY FLAT CONCRETE
TILE ON'POLYGLASE POLYSTICK TU PLUS'
SELF ADHERING UNDERLAYMENT OVER 308
FELT T.T. TO 518• EXT. GRADE PLYWOOD
SHEATHING ATTACHED TO PRE -FAB WOOD
IMPACT RESIBTANT , �y 8 CAP WI SLICK FINISH - MAHOGANY INSET LOUVER
WINDOW (TYP) PAINT TO MATCH STUCCO ENTRY DOOR W/ SIDE
COLOR (TYP) LIGHTS -STAINED (TVP)
12• EXPOSURE WHITE BORAL ROOFING
'BERMUDA SMOOTH' - ULTRA WHITE -
TILE ON'POLYGLASS POLYSTICK TO PLUS'
SELF ADHERING UNDERLAYMENT OVER 308
FELT T.T. TO 5/e• EXT. GRADE PLYWOOD
5W 2 -COAT SMOOTH
STUCCO FINISH - PAINTED
(PRIMER PLUS 2 -COATS)
-TYPICAL
PRE -FAB. CONC. CHIMNEY
CAP W/ SLICK FINISH -
PAINT TO MATCH STUCCO
COLOR (TYP)
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4A,
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li WITH Yh RAISED
STUCCO SILL (TYP)STATIONARY E.S.P. DECORATIVE
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AND BAHAMA SHUTTERS (TVP)
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DOMINICANCORAL 2 -STEP RAISED ETATIONARYE.S.P. DECORATIVE
SURROUND(TYP) SMOOTH STUCCO SILL INSET LOWER ALUMINUM SIDE
- PAINTED (TVP) AND BAHAMA SHUTTERS (TYP)
EAST ELEVATION
SCALE: 3/16" = 1'-0" ALONG GULF STREAM ROAD
DECORATIVE WALL MOUNTED
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BRONZE (TYP)
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LOU VER ALUM. BAHAMA
PAINT LEGEND
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TOP OF ROOF HEIGHT
ELEV. _ -29'-5• A.F.F.
ROOF BEARING HEIGHT
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2-h RAISED SMOOTH l
STUCCO
CAP -
PAINTED ITYP)
5IB• 2 -COAT SMOOTH
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TYPICAL
FINIy SH GLOOR HEIGHT _
-I ELEV. = 0'-0• (REF. ONLY)
ELEV. _ �t 1'-9• N.A.V.D.
12• EXPOSURE WHITE BDRAL ROOFING
'BERMUDA SMOOTH' - ULTRA W HITE -
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SHEATHING ATTACHED TO PRE -FAB WOOE
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PRE -FAB. GONG. CHIMNEY
CAP W1 SLICK FINISH -
PAINT TO MATCH STUCCO
COLOR (TYP) 1
RAISED 4 -STEP SMOOTH 1
STUCCO BANDING -
PAINTED (TYP)
7/8'th 3 -COAT SMOOTH STUCCO
FINISH OVER PAPER -BACKED M
LATH ON 5/8' EXT, GRADE PLYWOOD
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6 S4S CL
4 z 6 SOS CLEAR CEDAR
OUTRIGGERS -PAINTED\
(TYPICAL)
12- EXPOSURE WHITE BORAL ROOFING
'BERMUDA SMOOTH' - ULTRA WHITE -
COLOR -THROUGH SLURRY FLAT CONCRETE
TILE ON'POLYGLASE POLYSTICK TU PLUS'
SELF ADHERING UNDERLAYMENT OVER 308
FELT T.T. TO 518• EXT. GRADE PLYWOOD
SHEATHING ATTACHED TO PRE -FAB WOOD
IMPACT RESIBTANT , �y 8 CAP WI SLICK FINISH - MAHOGANY INSET LOUVER
WINDOW (TYP) PAINT TO MATCH STUCCO ENTRY DOOR W/ SIDE
COLOR (TYP) LIGHTS -STAINED (TVP)
12• EXPOSURE WHITE BORAL ROOFING
'BERMUDA SMOOTH' - ULTRA WHITE -
TILE ON'POLYGLASS POLYSTICK TO PLUS'
SELF ADHERING UNDERLAYMENT OVER 308
FELT T.T. TO 5/e• EXT. GRADE PLYWOOD
5W 2 -COAT SMOOTH
STUCCO FINISH - PAINTED
(PRIMER PLUS 2 -COATS)
-TYPICAL
PRE -FAB. CONC. CHIMNEY
CAP W/ SLICK FINISH -
PAINT TO MATCH STUCCO
COLOR (TYP)
IRAISED a -STEP SMOOTH
4A,
STUCCOBAINGTED (TYP)INSET COPPER LOUVER
li WITH Yh RAISED
STUCCO SILL (TYP)STATIONARY E.S.P. DECORATIVE
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SURROUND(TYP) SMOOTH STUCCO SILL INSET LOWER ALUMINUM SIDE
- PAINTED (TVP) AND BAHAMA SHUTTERS (TYP)
EAST ELEVATION
SCALE: 3/16" = 1'-0" ALONG GULF STREAM ROAD
DECORATIVE WALL MOUNTED
LANTERN W/ FACTORY
FINISH - OIL RUBBED
BRONZE (TYP)
:Lzx
PRE-FAB. CONC. FRETWORK
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LOU VER ALUM. BAHAMA
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TOM Of Guff Stream Ff
PRE -FAB. CONC. CHIMNEY 1
W USA
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FIMMF
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(TYPICAL) I
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16•x 16•.5'-O'h PIER W/
5/8•ih 2 -COAT SMOOTH
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(TVP)
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INSET LOUVER ALUM. DBL. GATE STUCCO FINISH - PAINTED DADE COUNTYAPPROVED LOUVER ALUM. BAHAMA SMOOTH STUCCO SILL &CAPW/SLICK FINISH- STUCCO HEADER- STUCCO SURROUND- STUCCO FINISH -PAINTED DECORATIVE INSET LOUVER STUCCO FINISH -PAINTED INSET LOWER ALUM, GATE WI
WI HANDLE AT +54• ABV. (PRIMER PLUS 2 -COATS) IMPACT RESISTANT O.H. SHUTTER (TYP) - PAINTED (TVP) PAINT TO MATCH STUCCO PAINTED (TYP) PAINTED (TYP) (PRIMER PLUS 2 -COATS) ALUMINUM SHUTTERS (TYP) (PRIMER PLUS 2 -COATS) HANDLE AT X54' ABV. GRADE
GNADE(_F) -TYPICAL GARAGE DOOR (TYP) COLOR (TYP)
-TYPICAL -TYPICAL (TYP)
SOUTH ELEVATION
SCALE : 3/16" = 1'-0" ALONG MIDDLE ROAD
J
a
12•x12•x4'-6•h GATE O
PIER Wl5/8•Ih 2 -COAT
SMOOTH STUCCO FINISH
AND RAISED CAP 0.
-
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Ca
G
a
W
LL
J
N
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M F-
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N
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} EXTERIOR ELEVATIONS
D
Q
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AA26001638
PRE -FAB. CONC. CHIMNEY 1
CAP WI SLICK FINISH -
PAINT TO MATCH STUCCO
WHITE FACTORY PAINTED
COLOR TYP)
IMPACT
WINDOWRAISED
4 -STEP SMOOTH
NDINGED
PTA NCCO BA
2'h RAISSTUCCO'AINTED
(TYP)
j
T/B-th 3 -GOAT SMOOTH STUCCO
FINISH OVER PAPER -BACKED MTL.
LATH ON 5/8' EXT, GRADE PLYWOOD
OVER WD. FRAMING - PAINTED
(TYPICAL) I
POWDER COATED SELF-CLOSING 5/8.2 -COAT SMOOTH/ FACTORY FINISHED MIAMI E.S.P. DECORATIVE INSET 2 -STEP RAISED PRE -FAB. CO' FRETWORK 10• RAISED SMOOTH 2 -STEP RAISED SMOOTH 5/8.2 -COAT SMOOTH STATIONARY E.S.P. 518. 2 -COAT SMOOTH POWDER COATED SELF-CLOSING
INSET LOUVER ALUM. DBL. GATE STUCCO FINISH - PAINTED DADE COUNTYAPPROVED LOUVER ALUM. BAHAMA SMOOTH STUCCO SILL &CAPW/SLICK FINISH- STUCCO HEADER- STUCCO SURROUND- STUCCO FINISH -PAINTED DECORATIVE INSET LOUVER STUCCO FINISH -PAINTED INSET LOWER ALUM, GATE WI
WI HANDLE AT +54• ABV. (PRIMER PLUS 2 -COATS) IMPACT RESISTANT O.H. SHUTTER (TYP) - PAINTED (TVP) PAINT TO MATCH STUCCO PAINTED (TYP) PAINTED (TYP) (PRIMER PLUS 2 -COATS) ALUMINUM SHUTTERS (TYP) (PRIMER PLUS 2 -COATS) HANDLE AT X54' ABV. GRADE
GNADE(_F) -TYPICAL GARAGE DOOR (TYP) COLOR (TYP)
-TYPICAL -TYPICAL (TYP)
SOUTH ELEVATION
SCALE : 3/16" = 1'-0" ALONG MIDDLE ROAD
J
a
12•x12•x4'-6•h GATE O
PIER Wl5/8•Ih 2 -COAT
SMOOTH STUCCO FINISH
AND RAISED CAP 0.
-
PAINTED (TVP)
Ca
G
a
W
LL
J
N
O
LL
N 3
M F-
W
N
o DRAWING:
} EXTERIOR ELEVATIONS
D
Q
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a SEAL
N
H
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0 REVISIONS:
a
0
} FILE NUMBER:
I-
i N
0
a
w
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H E
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w
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DU A-6
a
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AA26001638
PRE -FAB. CONC. CHIMNEY
CAP W/ SLICK FINISH -
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COLOR (TYP)
I RAISED 4-8TEP SMOOTH
STUCCOBANDING -
PA
INTEO (TVP)
�r
1 1
I
u
PAINTED (TYP)
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I
T/8-ih 3 -COAT SMOOTH STUCCO
FINISH OVER PAPER -BACKED MTC.
LATH ON SIB- EXT. GRADE PLYWOOD
OVER WD. FRAMING- PAINTED
/(TYPICAL)
A 6 S4S CLEAR CEDAR
OUTRIGGERS -PAINTED
/(TYPICAL)
CONTINUOUS COPPER
J DRIP EDGE (TYP)
5/8. 2 -COAT SMOOTH
STUCCO FINISH - PAINTED
(PRIMER PLUS 2 -COATS)
TYPICAL
fir's
5/8'2 -COAT SMOOTH 2 -STEP RAISED WHITE FACTORY WHITE FACTORY PAINTED
STUCCO FINISH- PAINTED SMOOTH STUCCO SILL PAINTED IMPACT IMPACT RESISTANT DOOR
(PRIMER PLUS 2 -COATS) - PAINTED (TYP) RESISTANT WINDOW (TYP)
- TYPICAL (TYP)
PRE -FAB. CONIC. CHIMNEY
ALL I C-11 HERwIrvwIUTAM w ou SERIES covTRAcroR To PsowoEad wnusAMPLE6I1IE"I 11C.'AL STI"A11 eE NnvuFACTUREG sr CAP W/SLICKFINISH-
PAINT TO MATCH STUCCO
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TOP OF ROOF HEIGHT
PAINT LEGEND
17 EXPOSURE WHITE SORAL ROOFING
P1 (s=.D.rucco.srucco WATERTABLEI
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P2
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1
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51
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1
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PRE -FAB. CONC. CHIMNEY
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LATH ON SIB- EXT. GRADE PLYWOOD
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/(TYPICAL)
A 6 S4S CLEAR CEDAR
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/(TYPICAL)
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5/8. 2 -COAT SMOOTH
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fir's
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STUCCO FINISH- PAINTED SMOOTH STUCCO SILL PAINTED IMPACT IMPACT RESISTANT DOOR
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PRE -FAB. CONIC. CHIMNEY
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LATH ON SIB- EXT. GRADE PLYWOOD
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/(TYPICAL)
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OUTRIGGERS -PAINTED
/(TYPICAL)
CONTINUOUS COPPER
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5/8. 2 -COAT SMOOTH
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fir's
5/8'2 -COAT SMOOTH 2 -STEP RAISED WHITE FACTORY WHITE FACTORY PAINTED
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STUCCO CAP
-
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'BERMUDA SMOOTH' - ULTRA WHITE -
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SCALE: 3/16" = 1'-0"
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JUL 3 0 2010
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12' EXPOSURE WHITE BORAL ROOFING DECORATIVE WALL MOUNTED Town of Gulf Stream FL o
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COLOR -THROUGH SLURRY FLAT CONCRETE STUCCO FINISH - PAINTED FINISH - OIL RUBBED
TILE ON'POLYGLASS POLYSTICK TU PLUS' (PRIMER PLUS 2 -COATS) BRONZE (TYP) N
SELF ADHERING UNDERLAYMENT OVER 30b -TYPICAL
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SHEATHING ATTACHED TO PRE -FAB WOOD 2 -STEP RAISED SMOOTH W
TRUSSES(TYP) TI
°
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518.2 -COAT SMOOTH 'BERMUDA SMOOTH' - ULTRA WHITE- IU
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(PRIMER PLUS 2 -COATS) TILE ON'POLYGLASS POLYSTICK TU PLUS' K
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POWDER COATED SELF-CLOSING 12 -x12 -x4' -4-h GATE 2 -STEP RAISED 2 -STEP RAISED 10' RAISED SMOOTH PAINED IMPACT 5/8' 2 -COAT SMOOTH518-
'.F' STAN
FACTORY STUCCO
OINSH DOTH INSET
UVERAUM. DEL.
INSETLOUVERUVERALUM. GATES SPIER MOOTH STUCCO
FINISH
SHL - PAINLD SMOOTH STUCCO STUCCO HEADER- STUCCO FINISH - PAINTED WHITE RESISTANT DOOR STATIONARY E.S.P.
HANDLE AT+50-ABV. GRADE SMOOTH STUCCO FINISH SILL -PAINTED HEADER - PAINTED PAINTED (TYP) RESISTANT WINDOWS SREAM 16oz COPPER IMPACT RESISTANT DOOR DECORATNEINSET LOWER STUCCO FINISH - PAINTED INSET LOUVER ALUM. DBL. GATE
AND DOORS (TYP) (PRIMER PLUS 2 -COATS) OOF (TYP) (PRIMER PLUS 2 -COATS) YW GRADE (TYP) AT+SA-ABV.
(TYP) AND PAINTED
IED CAP- (TVP) (T`IP) -TYPICAL (TYP) ALUMINUM SHUTTERS (TVP) -TYPICAL GMDE (TVP)
PAINTEDITYP) NORTH ELEVATION
SCALE : 3116" = 1'-0"
IA R 6 IU I U LL C Y
1045 E.ATLARTI(AVE.STE.303
DELRAY BEACH, FLA. 33483
TELEPHONE 561.272.9595
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7.1.18
SEAL:
A R 0014128
REVISIONS:
FILE NUMBER:
N
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A.7
AA26001633
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12' EXPOSURE WHITE BORAL ROOFING DECORATIVE WALL MOUNTED Town of Gulf Stream FL o
'BERMUDA SMOOTH' -ULTRA WHITE- 518.2 -COAT SMOOTH LANTERN W/ FACTORY 7
COLOR -THROUGH SLURRY FLAT CONCRETE STUCCO FINISH - PAINTED FINISH - OIL RUBBED
TILE ON'POLYGLASS POLYSTICK TU PLUS' (PRIMER PLUS 2 -COATS) BRONZE (TYP) N
SELF ADHERING UNDERLAYMENT OVER 30b -TYPICAL
FELT T T. TO 518' E%T. GRADE PLYWOOD N
SHEATHING ATTACHED TO PRE -FAB WOOD 2 -STEP RAISED SMOOTH W
TRUSSES(TYP) TI
°
INSET COPPER LOUVER STUCCOSURROUND-
2.1 RAISED
B.
2-h RAISED SMOOTH STUCCO SILL (TYP) PAINTED (TYP)
i
STUCCO CAP -
Q
2 -STEP RAISED SMOOTH PAINTED (TYP)
STUCCO SURROUND- WHITE FACTORY STATIONARY E.S. P. D
PAINTED (TYP) PAINTED IMPACT DECORATIVE INSET LOUVER 4:
RESISTANTWINDOW ALUMINUM SHUTTERS ITYP) D
(TYP) W
12' EXPOSURE WHITE BORAL ROOFING12 C
518.2 -COAT SMOOTH 'BERMUDA SMOOTH' - ULTRA WHITE- IU
Tri �T STUCCO FINISH -PAINTED COLOR -THROUGH SLURRY FLAT CONCRETE W
(PRIMER PLUS 2 -COATS) TILE ON'POLYGLASS POLYSTICK TU PLUS' K
7 -TYPICAL SELF ADHERING UNDERLAYMENT OVER 30M w
FELT T.T. TO 518' EXT. GRADE PLYWOOD C
SHEATHING ATTACHED TO PRE -FAB WOOD Q
2-h RAISED SMOOTH TRUSSES (TYP)
STUCCO BANDING
PAINTED (TYP) 1jIY�I>f I .A 0
9p s I J
❑ P2 P3 � � DECORATIVE WALL MOUNTED
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'.F' STAN
FACTORY STUCCO
OINSH DOTH INSET
UVERAUM. DEL.
INSETLOUVERUVERALUM. GATES SPIER MOOTH STUCCO
FINISH
SHL - PAINLD SMOOTH STUCCO STUCCO HEADER- STUCCO FINISH - PAINTED WHITE RESISTANT DOOR STATIONARY E.S.P.
HANDLE AT+50-ABV. GRADE SMOOTH STUCCO FINISH SILL -PAINTED HEADER - PAINTED PAINTED (TYP) RESISTANT WINDOWS SREAM 16oz COPPER IMPACT RESISTANT DOOR DECORATNEINSET LOWER STUCCO FINISH - PAINTED INSET LOUVER ALUM. DBL. GATE
AND DOORS (TYP) (PRIMER PLUS 2 -COATS) OOF (TYP) (PRIMER PLUS 2 -COATS) YW GRADE (TYP) AT+SA-ABV.
(TYP) AND PAINTED
IED CAP- (TVP) (T`IP) -TYPICAL (TYP) ALUMINUM SHUTTERS (TVP) -TYPICAL GMDE (TVP)
PAINTEDITYP) NORTH ELEVATION
SCALE : 3116" = 1'-0"
IA R 6 IU I U LL C Y
1045 E.ATLARTI(AVE.STE.303
DELRAY BEACH, FLA. 33483
TELEPHONE 561.272.9595
LL1 , M
M
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��EE�EEF �
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7.1.18
SEAL:
A R 0014128
REVISIONS:
FILE NUMBER:
N
E
s
A.7
AA26001633
3054 GULF STREAM ROAD MIDDLE ROAD 3112 GULF STREAM ROAD 3120 GULF STREAM ROAD
(EXISTING) R.O.W. (PROPOSED) (EXISTING)
STREETSCAPE ANALYSIS DRAWING_
SCALE: 1'=1"O" ALONG GULF STREAM ROAD
_ 3121 POLO DRIVE ALLEY , 3112 GULF STREAM ROAD
(EXISTING) R.O.W. (PROPOSED)
W ERSIA
END0
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`- DELRAY BEACH, FLA. 33483
5 TELEPHONE 561.272.9595
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GULF STREAM,
STREETSCAPE ANALYSIS DRAWING
SCALE : 1" = 10'-O" ALONG MIDDLE ROAD
® RECEIVE® 4
JUL 30 2018
Town of Gulf Stream, FL
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ELEVATION
AAP
GULF —AM'
110' RECEIVED q
JUL 3 0 2Q Ig
%wn of Gulf stream, FL
project:
cannizzaro
residence
town of gulf stream, florid.
dave bodker
araffil-ire kir
601 n. congress ave., suite 105-a
del ray beach, Florida 33445
561-276-6311
#LA0000999
sheet title:
elevation
plan
project number:
2318
date:07/05/201 e
scale: 1/s- - 1 -0 -
drawn by: st
revisions:
0
0
0
0
0
0
sheet
L—�
1 of 4 sheets
Is hedge
aim
hedge
► RECEIVED,
JUL 3 0 2010
Town of Gulf Stream, FL
o-o,P�t
cannizzara
residence
.,;,
AP®R® �9`ysE'•
gulf etream. fl
AUG 10 2018
-Tovvi4 .
GULF STRER.iV'r, ''k-
dave bodker
wwomps wvtk ahr910-ft kc
GO1 n. congress eve.. suite 105-a
defray beech, florid. 33445
561-276-6311
#LA0000999
sheat title"
illustrative
plan
project nuni�er
2318
dates o�ioeizo�e
scale ve• - r -o•
drawn by- Imb
revis�ons
A
0
NORTt1
sheet
aNPL-2
2 of 5 sheets
IE
Q
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65
L
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D
0
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TP. /
MIDDLE ROAD — —
LEr3END
W EXISTING TREES TO BE REmo"ED
+ EXISTING TREE5 TO REH41N
• EXI5TING PALM TO R AIN
EX15TING TREE LIST
EXISTING TREES TO BE RELOCATED
LOC -l- OF fgLOC4TED TREES
OPROPOSED PALI'15
OPROPOSED TREES
A PWmarla rubra Rranglpanl Im' M. x 2m' epr., e" cel.
B Deloni. reyle/Rcyel Poinciana 25' M. x 4m' epr. IS^ cel.
C Da1—. regia:Royal Poinciana 25' M. x 35' epr., IW cel.
D Rcyetcn•a reglaiRoyal Palm 40' M.
PEED SET
GULF STREAM, �
► RECEIVED
JUL 3 0 2010
Town of Gulf Stream, FL
project•
cannizzaro
residence
gulf stream. f1
dave bodker
kndec" archftedre/*fwV hc.
601 n. congre55 ave.. suite 105-a
delray beech. florlda 33445
561-276-6311
#LA0000999
sheet title:
existing tree
plan
project number
2318
date oT
scale:
drawn by, Imb
revl5lons:
i
NORTH
3
of 5 sheets
c.v.x -*FHI
PLANT LIST
�m
BOTANICAL/COM^ION HARE
AM3
Adonldla nxvlllll
991'"- Palm
Trlpl. Clrletmas Palm
BB
Bai"rla biak--
Trlpla Momgomeny Palm
Hong " Orchld
CI
C11—pp
Faxtell Palm
Ll—Tr..
CI'
Clt" epp.
Ale-ndre PaM
Grapeeuu Tree
Cl2
Cit" eppp;
lmpausne
Lenon Tre
CI3
Citrus epp.
LLhll. Begonia
Orange Tree
ED
Elaeourpus d.clpi.ne
LLhite Brom.11atl
Japanese Blueberry
H6
Hlbls spp.
Heuutllen TI
Nibi,as 5tardard
JH
Jatropha spp.
Klrg Sago
JetropF. Standard
Ku
Kmquat ,pp.
Holly Fern
K-quat
MG
Magnolia grerdiflora
Magnoua
P5
Phoenixeylvaaw,
991'"- Palm
vM3
veltchla mortgoneryara
Trlpla Momgomeny Palm
M
LLbdyetla blw,"ta
Faxtell Palm
or
ArcMntopFnanix al.-rdre.
Ale-ndre PaM
AMI
Ar.ual.
lmpausne
BEG
Begonia adoral. 'Alba'
LLhll. Begonia
BRDBramellad
spp.
LLhite Brom.11atl
COR
Cordyllne frutico,a
Heuutllen TI
CYC
Cyus r.voluta
Klrg Sago
GTR
Cyrtorlw falcatum
Holly Fern
DIA
Dianeile taemanloa
Bluebarry Flax Llly
FIG
Flcu. mlor,carpa
Green Island
GAR
Gardenia spp.
Gardemla
IRI
Irl,virgins�
Blue Flag Irl,
I)NI
Ixora 'IJora Grant'
Nora Gant I—
JAS
Jami— volubile
ILbx Jasmine
LIR
Llrlope -gram glart
Glans Llrlope
MAN
Mandevilla
Mandeville Vlro
OPH
mphlopoS- Japonlcu.
Mondo Grae.
PILE
Pleomele WI.-
Dra .
POD
Podourpus maap 11.
Podourpus Hedge
5PP
5pathoglottls pllcata
Ground Ord,ld
TOP
Topiary
Conical Topiary
TRD
T 4a Permun eeiaticum
Dwarf Aslan Jae —
vRl
-I-aa Imperlalle
Impmiel Bron.ilad
$OD
stenolepkum .ecwdat—
st.4u 1m:
#
Varier to ,elect varlartS
SPECIFICATIONS g�
12' aa. M,
triple fork
IB' hL x V epr, 2
35" cal.
6'M. x 3. P,
12' M. z 6' spr., 1
2" cal.
6' M. x 3' epr.
10' M. z 5' epr. i
8' M. x 3' epr, 4
consul
8' M. .t:' epr, stardard, 3
Dune to .elect variety
8' hL x 5' epr., I
etardard
3' M. x 2' .pr, std. wM fb) Ig lantana 2
monl.vldan,le In each 2' cila. giazad
pate, owner to .elect pot. to match
stutter color
13' M. x 6' epr, 6
3" cal.
15' c,t, thin trwK matd'ed .p=lman 2
22' oA. K. triple tr rk 2
15' c.t. matchad specimen 4
6° pate II6
II" oa
24" M. x IB" epr, 83
18" o<.
12" M. z 12" ,pr., 63
2• oc
5' hL 3
3 ppP-
4' hL x 4' epr. 4
12" M. x 12" -o'90
13" o<.
12• M. x a" epr, Iib
IB" o<.
10• M. x
IW epr, 564
2° o<.
5' hL x 3' ,pr., standard 2
IB" YL x IB' ,pr, 56
18" M. x IB• epr, 53
18 M. x IB' opr, 204
18" o<.
I0•M. x 10• epr, 226
W ;<
6' ria . 15
6° M„ lib
3 ppp
5' M. z 24" epr, 161
24'.-
IV -
4"o<10" epr, Il
6' M, 2
10' M, x 10° epr, 79
12" oG
3' M. x 3' epr. 4
NII, fr.eh sod 3050 .1
► RECEIVED
JUL 30 2010
Town of Gulf Stream, FL
APPROVED OVEC SES°
AUG 10 2010
7joWN OF
� ULF STR2EAM,'FR
NORTH
a�
project'
Cannizzaro
residence
gulf stream. fl
dave bodker
lendecepe architechre/piwarg inc-
G01 a. congress ave.. suite 105-a
delay beach. Florida 33445
561-276-6311
#LAOOOOggq
sheet title+
planting
plan
project number,
2318
date+ o
scale+a zOo
drawn by' Imb
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A
0
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ppOVED SET
y, p
iJcc1g�• ip9 iJ ��p
i (REAM, FL
® RECEIVE®
JUL 3 0 2010
Town of Gulf Stream, FL
GsENER4L NOTES
aaniK,aC9teaVo� 'Nurse nt COAT®WM.eT Lu-�iKM G. R.In ru an.wlae rt.xma
milt nN�CDCMR.a l'nmw IML M M Q rNTBt KGYraYx
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.�`eia ecoear'm'aeri mire ro roux ueeoro "nee lw.nn ro
protect:
cannizzaro
residence
Gulf stream. fi
dave bodker
Pepe ardvtedxe/plemig it
GO1 n. congress ave.. suite 105-a
delray beach. florlda 33445
561-276-6311
sheet title:
specifications
details, notes
proj—t number=
2318
date: ovoaizoye
scale:
drawn by: n Imb
revisions:
0
0
0
a
0
0
sheet:
L-5
5 of 5 sheets
w I I
I
I
DDED %IKE' UFF1
RRav ro
r.u.nON
I
F1 .6 ;r 11.7
/
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PER GULF STREAM NzM N 9atlLT 1292 Op, R.Nn eB nuIDP Iron 1t. Irst o�ixN r•Ne0 en] d edNErnl n•wEh
8
25LF-p 2HDPE
LENGTH OF TRENCH REO D (FT)
Ir i
5
3
IN
MATCH3 EXIST
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EL- f3
f
3 Li.
Zap%
K 3
3
9011
EXIST WATER SERVICE
USDA fa IIII F EGUATI OM
CONTRACTOR TO CONFIRM WITH
• 0
CITY SIZE & MATERIAL ARE
NYLO-6
SUFFICIENT - RELOCATE METER
P= ACCUMUTATFD RANFAIl
TOPROPERTY LINE SEE DETAIL s
10.25
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3
20LF-2" PERF
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HDPEt� 0.07
I
+10.48
I5
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® 0.0 .
NYLO-4
10.75
6.75
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® 0.07
40LF-8"
® 0.5%
111,4
MATCH EXIST
EL=±11.2
LOT 21, GULF STREAM PROPERTIES
(PLAT BOOK 18, PAGE 27)
70LF-12" HDPE
�® 0.07
-15L�F--88 H�DPEEE
ROOF LEADER
)OF LEADER
11.2 11.1
n�
ROOF LEADE
NEW 2 -STORY
SINGLE FAMILY
RESIDENCE
FINISH �DOI -G11
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NOTE: SEE LANDSCAPE
PLANS FOR HARDSCAPE
MATERIALS & SPECIFICATIONS
MATCH EXIST
i1
1 /-30LF-12" HDPE
%% ® 0.0%
+9.5
15LF-8" HDPE
® 0.5%
I
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RRav ro
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ATCH EXIST
L=111.2
/
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■
PER GULF STREAM NzM N 9atlLT 1292 Op, R.Nn eB nuIDP Iron 1t. Irst o�ixN r•Ne0 en] d edNErnl n•wEh
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LENGTH OF TRENCH REO D (FT)
_. 0.-
5
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38LF-12" HDPE
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3
9011
68.8%
USDA fa IIII F EGUATI OM
F
• 0
--
NYLO-6
• 1 X 10
P= ACCUMUTATFD RANFAIl
TRENCH DRAIN
10.25
P1 • 100
_
-j�
ftIM EL -1014-
6.75
MST
12o
+I1.
AL
�0.� 13fi.5
1 11.4=
+9.32
1`53 149055
1t t
WATERTALLEELEVATNN
sl
$t
® 05," HDPE
MIDDLE4ROAD
+9.37
+9157 7
1.�J
+10.48
SOL STORAGE PER SFVRED BASE OF
MATCH EXIST
MATCH EXIST
EL=±10.2
3
257
EL=±9.8
+1 o. a
025:
0.91.
1.W.
w
G.v.f
*f H'
0...I
.
-
G= OW6
,1, r
NOTE: SEE LANDSCAPE
PLANS FOR HARDSCAPE
MATERIALS & SPECIFICATIONS
MATCH EXIST
i1
1 /-30LF-12" HDPE
%% ® 0.0%
+9.5
15LF-8" HDPE
® 0.5%
1
1
R I Q
�1
0.7 -0 5 9..00 Q 1
1.2 1 Q
ROOF LEADER:1 i
LL
J
45LF-8' HDPE - 0
® 0.5% F.F.E.
EF .
N
A D. 0 1
+11.2. +TO
1{)) MATCH EX S
�.* EL=±9.4
0.7 1
® 1
1112
+
NYLO-7
0.00
),0% HDPE,,,," 6.75
1.07�
3195 ,
BE
+10.24 MATCH EXIST
EL=±10.5 . .
o uF
-
�
NOTE: CONTRACTOR TO FIELD
VERIFY EXACT LOCATION, SIZE, AND
ELEVATION OF ALL IMPROVEMENTS
NOTE: SEE LANDSCAPE AT TIME OF CONSTRUCTION AND
PLANS FOR BRICK PAVER REPORT ANY DISCREPANCIES TO
PATTERNS ENVIRODESIGN ASSOCIATES, INC.
► RECEIVE®
lul- 3 0 2018
Tov#► of GO Stream, R
_. �<sdslbadlel EeE �
I
DDED %IKE' UFF1
RRav ro
r.u.nON
ATCH EXIST
L=111.2
/
...
'dYA"IL'ri'" ST
PER GULF STREAM NzM N 9atlLT 1292 Op, R.Nn eB nuIDP Iron 1t. Irst o�ixN r•Ne0 en] d edNErnl n•wEh
8
EL=±8.7
LENGTH OF TRENCH REO D (FT)
KG _��
N
5
m Mii
• D.ti
GNEN TOTAL SIZE AREA 5Ja a
�0.2
Tnomia Pny
15.0'
1
1
R I Q
�1
0.7 -0 5 9..00 Q 1
1.2 1 Q
ROOF LEADER:1 i
LL
J
45LF-8' HDPE - 0
® 0.5% F.F.E.
EF .
N
A D. 0 1
+11.2. +TO
1{)) MATCH EX S
�.* EL=±9.4
0.7 1
® 1
1112
+
NYLO-7
0.00
),0% HDPE,,,," 6.75
1.07�
3195 ,
BE
+10.24 MATCH EXIST
EL=±10.5 . .
o uF
-
�
NOTE: CONTRACTOR TO FIELD
VERIFY EXACT LOCATION, SIZE, AND
ELEVATION OF ALL IMPROVEMENTS
NOTE: SEE LANDSCAPE AT TIME OF CONSTRUCTION AND
PLANS FOR BRICK PAVER REPORT ANY DISCREPANCIES TO
PATTERNS ENVIRODESIGN ASSOCIATES, INC.
► RECEIVE®
lul- 3 0 2018
Tov#► of GO Stream, R
_. �<sdslbadlel EeE �
..
NIA
$
...
U* -9
PER GULF STREAM NzM N 9atlLT 1292 Op, R.Nn eB nuIDP Iron 1t. Irst o�ixN r•Ne0 en] d edNErnl n•wEh
8
P. 214,6.3yr MMA 1Nnn MM
LENGTH OF TRENCH REO D (FT)
KG _��
N
5
m Mii
• D.ti
GNEN TOTAL SIZE AREA 5Ja a
a -.,r...
Tnomia Pny
T
ISD,
Zap%
PERVIDUSAREA 15,2. 55.8%
9011
68.8%
USDA fa IIII F EGUATI OM
SATURATED TRENCH DEPTH (FT)
• 0
A- t%1151
0 • RUNOFF • B'O2SY21(PW.RS)
HYDRAuuc coNDUcTNm(CFSFT°iTHEAD)
• 1 X 10
P= ACCUMUTATFD RANFAIl
= tarvlAfti4,"'' anmcros�
P1 • 100
F2 = 8.00
MST
PRE
GRAK AGE CALCULA71048
1�11'lii•5+1:=sai�ii
NIA
GULF 1111MEAM RE m VOUBK:
A-dat t In-IT-fi,d
PER GULF STREAM NzM N 9atlLT 1292 Op, R.Nn eB nuIDP Iron 1t. Irst o�ixN r•Ne0 en] d edNErnl n•wEh
RESIDENCE- 3112 GULF STREAM RD - EDA PROJEC11419019
P. 214,6.3yr MMA 1Nnn MM
LENGTH OF TRENCH REO D (FT)
KG _��
N
POST
PRE
• D.ti
GNEN TOTAL SIZE AREA 5Ja a
13511
• 4
MPERMUSAREA 6025. Alt%
ISD,
Zap%
PERVIDUSAREA 15,2. 55.8%
9011
68.8%
USDA fa IIII F EGUATI OM
SATURATED TRENCH DEPTH (FT)
• 0
A- t%1151
0 • RUNOFF • B'O2SY21(PW.RS)
HYDRAuuc coNDUcTNm(CFSFT°iTHEAD)
• 1 X 10
P= ACCUMUTATFD RANFAIl
00001
P1 • 100
F2 = 8.00
MST
PRE
S = SUMU MIRAGE-%PERIOUS
AVERAGE PERVIOUS ELEVATION •
11 t
1t t
WATERTALLEELEVATNN
sl
$t
DEPTH TO WATER TASLE •
49
1 It
CUM WATERSTORAGE WITHIN -
1.w
10.90.
SOL STORAGE PER SFVRED BASE OF
RENEW
25%REDOCTION =
6.186
e.18m
S=
w.
5.8.
025:
0.91.
1.W.
NOTE F0.2S 6.0R=P,TNEM0=0
VOLUMEFORRUNOFFFIgMFIRBTININ OF VOLUMEFORRUNOfF OF RNNFALL P't
G= OW6
v=AGnz = 2.0d
P .+. POBT OPMIXf 1V t
GNEN: REOURED STORAGE: P2v80'PER.F DTECMNICALPUBL1CA
EMAOWFGURE9
NOTE: Pod610ongW tluf tI91 M'u01 dM. 6114 2aN.OYF nNm.olm wN. Vtlws W On mon
cmalMVe 21fir, Syr Rhin slam MN N..i1trsE.
USDA SCS RUNOFF EQUATION FROM ABOVE
POST PRE
0= 2.W.1.321,
V • IO,td 2FE,.
211X, Syr FRE. V5. POST -0 WLOPMENT RUNOFF vOLWE. 1151f
12191.15LUM
RLNOFF FROM I' VOLW E-. Id
PREiOSTSYR RUNOFF VOLUME. 118. ,1149 LeTrxnmN'wls,
REDWI®VOLUME - 1189 a OttA
PROLO®VOLNLE=M--v 014 A".
SEE Em LTRA N LATONS
V
L • KdIW+2NDu-0MT s 21m11+ 1139 • 10'1 wDu • 1635 FEET
:ON31IVATIVE FORMULA: (NOT APPLICABLE - STANOARO FORMULA AAPLIEI
1�11'lii•5+1:=sai�ii
NIA
ITAN0AR0 TRENCH ORAR-1�!l;lp. B10INQ RING PLANS POR ACTWL YECVKATIONE
A-dat t In-IT-fi,d
CANNIZZARO
RESIDENCE- 3112 GULF STREAM RD - EDA PROJEC11419019
L •
LENGTH OF TRENCH REO D (FT)
KG _��
N
v•
VOLUME TO BETREATED(AGN)
• D.ti
W •
TRENCH WOT1(F i)
• 4
H•
OEPTH TO WATER TABLE(FT)
S
CD •
NONS' FATED TRENCH DEPTH (FT)
]
D, •
SATURATED TRENCH DEPTH (FT)
• 0
K -
HYDRAuuc coNDUcTNm(CFSFT°iTHEAD)
• 1 X 10
ORK•
00001
V
L • KdIW+2NDu-0MT s 21m11+ 1139 • 10'1 wDu • 1635 FEET
:ON31IVATIVE FORMULA: (NOT APPLICABLE - STANOARO FORMULA AAPLIEI
v
L a K(2HDM-0U' . 214011 • (1.39 a 10') wDu
NIA
ITAN0AR0 TRENCH ORAR-1�!l;lp. B10INQ RING PLANS POR ACTWL YECVKATIONE
I- - • 6 75 -0
Nn
w.r�1 TABLE
tf•HGFE tee-
3.00
KG _��
N
M'HFTfl6'•6.76
DOA.sCAOp4 -t4„
SPA d;,.x.a e
T18I019GT101 fl.• 616
l� 4.00
EREFOR; MIN. TFBDIGN LENGTH R@pUIRFO
l FEET
L TRENCH LEIIOTIi PAOVIO® :0.
174
2FEET
TREATMENT VOLWIE FRONDED: 0.14
AGN
LOCATION MAP
N. T.S. c;
LEGEND:
PROPERTY LINE
A SECTION IDENTIFIER
PLAN PAGE DETAIL PAGE
16.5 PROPOSED ELEVATION
DIRECTION OF FLOW
X4.1 EXISTING ELEVATION
DENOTES AREA OF PROPOSED BRICK
PAVERS SEE DETAIL SHEET 2 - SEE
LANDSCAPE PLANS FOR PATTERN
DENOTES AREA OF PROPOSED POOL
DECK BY OTHERS - SEE LANDSCAPE
PLANS FOR SPECIFICATIONS
PROPOSED CATCH BASIN
DENOTES 12" PERF HDPE PIPE IN
4' WIDE X 3' DEEP ROCK TRENCH
(BOTTOM EL= 5,75)
NYLO-1 STRUCTURE TYPE -NUMBER
6 00 RIM ELEVATION
3.50 INVERT ELEVATION
NYLO NYLOPLAST YARD DRAIN OR
APPROVED EQUAL
IL INLINE YARD DRAIN
HDPE HIGH-DENSITY POLYETHYLENE PIPE
T PROPOSED WATER METER
4 PROPOSED FIRE HYDRANT
D4 EXISTING GATE VALVE
C.O. SANITARY SEWER CLEANOUT
t SINGLE SANITARY�
l CLEANOUT
SOS T'
"
Know what's below.
Call before you dig.
CALL 48 HOURS BEFORE YOU DIG.
IT'S THE LAW
1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
SCALE: 1" = 10'
-5 o 10 20
5 IS
0 COPYRIGHT 2018 BY ENVRODESIGN ASSOCIATES, INC.
THIS DRAWNG IS PRONDED FOR INFORMATIONAL PU "C"'qJ LY,
UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSONAL
ENGINEER REPRESENTING EN-COESIGH ASSOCIATES, INC.
0
s
81
i Q
�4
Qi
z Fr+
p W Q
W �
w W O
F N rn
A,
U)
F
d' Q C.
a ap
� o �
Uz°h
C y �
STI) a 6 o
yN d a A.
F
A.
�0 W °
> 01 a0
WQ p o
3
Mo
ALJ W w"
o
(n OWN
W
z
� a
z
W
DRAWN:
M.T.J.
CHECKED:
J.A.P.
DATE:
7/01/18
JOB NO.
18078 -ENG
CSHEET 140.
.1 OF 5
14
MATCH EXISTING
EXISTING GROUND
DRIVEWAY WIDTH
OR 12' MIN,
DITCH WIDTH (w) + 4'
SURFACE RESTORATION
�{
/
/ /
iV REMAINING BACKFILL PLACED AND
/\ COMPACTED PER APPROPRIATE
SAW LUT ON
�L�Z^ FOR NEW BASE
AND ASPHALT
WHICHEVER IS GREgTER 24, MAX. WIDTH (2 -WAY)
R/W - UNLESS OTHERWISE
Oi SHOWN ON PLANS
SAwCUT FINISHED (TYP.) SURFACE JOINT
SURFACE
j SPECIFICATIONS.(SEE NOTE 5
SCOREDOR
ACRED OR SAW -CUT
BELOW) 6' NAx. SIZE
/\\ \ 18" MAX. LIFT.
OINT 6' SIDEWALK JOINT
SID CONIC.)
CONCRE(6- CONK
�EX
-
'\\
E%IST. ASPHALT
PANSION
OINT /IN 10' OF
12' DITCH 12"
REFER TO PAVEMENT REPLACEMENT BASE
/ 12' GRANULAR BACKFILL PLACED AND
\\ MIN." COMPACTED TO 98% MAX. DENSITY
EXISTING
ASPHALT h BASE TO BE REMOVED,
DRIVEWAY (TYP.)
JOINT DETAIL RT 7.1 (W)
_
12 12`' PER AASHTO T-180 7/8' MAX.
�\ . MA%. '- MAX._ ` AGGREGATE SIZE 6' MAX. LIFT.
NFw CONSTRUCTION PAVEMENT JOINT
L(SAME
SEE TYPICAL BACKFILL DETAIL
% Y
\/
NOTE:
SLOPE
GU 2.1 FOR COMPACTION
REQUIREMENTS.
j\\
/\
O
THIS
a5 EDGE OF
DIA. VARIES
% / BEDDING MATERIAL COMPACTED
TO 983 MAX. DENSITY PER
METHOD OF PAVEMENT JOINT SHALL BE USED FOR ANY
APPLICATION OR CONSTRUCTION WHERE PROPOSED PAVEMENT
ROADWAY) PAVEMENT
VARIES �1�_0•
AASHTO T-180.
}\
AND BASE WILL BE CONNECTED TO EXISTING PAVEMENT AND
BASE.
1._0�
I. REPLACEMENT BASE TO BE AT MIN. 4. ALL DISTURBED PAVEMENT MARKINGS
THICK. SHALL BE RESTORED IN ACCORDANCE
'b
NOTES'
I. UNSUITABLE MATERIALS SUCH MUCK. DEBRIS AND
SAW CUT Y 1"ASPHALT
OR MILL MIN. OVERLAY
EXISTING
ASPHzr
PAVEJ.
PLAN
NOTE: SIDEWALK SHALL BE CONSTRUCTED THROUGH DRIVEWAY.
CONCRETE
��5 t
Vr
w kx -
WITH CITY STANDARDS.
2a. BASE MATERIAL SHALL BE PLACED
IN TWO LIFTS AND EACH LIFT BE F D.0 T.
S SSITU
DI
LARGE ROCKS SHALL BE REMOVED: NODDING MATERIAL AND
BACKFILL CONSISTING OF WASHED AND GRADED LIMEROCK 3/8`
7
- /8" SIZING.
%ISTING
PAVER CEMENT COLLAR
SHOULD EXTEND
UNDER ONE FULL
d\ yq
5. SURFACE MATERIAL SHALL
C
COMPACTED TO 983 MAXIMUM TYPE S -I OR S -III ASPHALTIC CONIC.
DENSITY PER AASHTO T-180 (MA%. (MIN. THICKNESS 1 1/2').
2. ME PIPE AND/OR STRUCTURE SHALL BE GULLY SUPPORTED FOR ITS
ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE
ASPHALT
1-1/2" o WIDTH OF BRICK
SAND
v o"00'4 °
A "
LIFT THICKNESS = 6").
HAUNCHES.
EXISTNG26.
BEDDING
12" E%CAVATABLE 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
3, THE PIPE AND/OR STRUCTURE SHALL BE PLACED IN A DRY TRENCH.OV
BASE
R'
OF 12 BASE. DAY TO FACILITATE UNHINDERED
TRAFFIC FLOW.
4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS4
3. ASPHALT CONCRETE PAVEMENT
LARGE ROCK, MUCK, AND DEBRIS.
NEW OVERLAY PAVFMFNT JOINT
12' COMPACTED
'i C4S 4
JOINTS SHALL BE MECHANICALLY
SAWED.
5. COMPACT BACKFILL TO 983 DENSITY UNDER PAVEMENT AND
NOTE
SUBGRADE
¢ i ems•
TO 953 DENSITY ELSEWr1ERE.(AASH TO T-180)
THIS METHOD OF PAVEMENT JOINT SHALL BE USED FOR ANY
TO 983 PER
4` LIMEROCK BASE COMPACTED F AY, PER AASHTO T-180
AASHTO OUTSIDE RIGHT OF WAY.
-I 80OCK
J9
6, COMPACTION AND DENSITY TESTS SHALL BE COMPLETED DURING
APPLICATION OR CONSTRUCTION WHERE PROPOSED PAVEMENT
RT TO 983 PER
6" LIMERO-1 BASE
BACKFILL OPERATIONS, CONTRACTORS NOT FOLLOWING THIS
PROCEDURE, FOR WHATEVER REASONS, SHALL BE THEREQUIREDBEDDING TO
RE -EXCAVATE THE AREA IN WOWING, DOWN THE BEDDING
WILL BE CONNECTED TO EXISTING PAVEMENT.
AASHTO T-180 INSIDE RIGHT OF WAY,
DE RIGHT
4' FLOW -ABLE FILL (100 P.S.I. MIN.)
V
MATERIAL, THEN BACKFILL FOLLOWING THE ABOVE PROCEDURES.
SECTION
PAVEMENT REPAIR DETAIL GU 1.1
TYPICAL BACKFILL DETAIL GU 2.1
PAVEMENT JOINT DETAIL RT 7.1
PAVER DRIVEWAY APRON TYPICAL DETAIL RT10.2
NONPERFORATED
18" DRAIN BASIN
INLET ELEVATION
(SEE PLAN)
018.64
018.64 018.64
DUCTILE IRON FRAME IB' (i)
AND GRATE
OOOINLET
AND OUTLET
1003 TOP OVERLAP
TBD PT NAVD
❑4.Ts
�D
r0l;d,
Q Q eADAPTERS
+ OD o
4 THRU 15' VARIABLE INVERT
AVAILABLETOP
OF TRErvCH
❑
HEIGHT VARIABLE OVERALL '(I) ADAPTERS CAN BE
HEIGHT ' (2)
TBD FT NAVD V�1>$':�r'
0❑❑❑
0 0VARIOUS
MOUNTED 1 ANY ANGLE
D I TO 3591. AYP)CK
TYPES OF TO
TOP OF PIPE
(TI) ME S.0' PROPOSED
DIAMETER 2'
❑ ❑ ❑ ❑ ❑ M
0
W
r1
(1 a Q p
OUTLETS WITH WATERTIGHT DETERMINE MINIMUM
ADAPTERS FOR: ANGIL
ADS N-12 '(2)MA%IMUM
STRUCTURE
PERGORATEO DIAMETER
H.D.P. E. H.DP.E.
TBD FT NAVD
O� ❑ ❑ [] [] 0
I)
Q 0 O o o O
ADAPTERSTSEENDRAYANG
SDR -35 SEWER RECOMMENDED UM N0. )001-110-013.
SCHEDULE D VC '
CORRUGATED PVC OVERALL HEIGHT 10'
INVERT(TYP °°� 8°
O � O
O O o O
RIBBED PVC
Wop3/ ' ASNEo DCKs�
;a a esm
°3r.k��s�°
O o
O O O O
18" DRAIN BASIN
eo FT Naw
TRENCH BOTTOM RAFT 140N OR
APPROVED EWIVALENi
022.13
FRAME 022.13
N.T.S.
(TNR) FILTER FABRIC
_
022.13
TBD FT NAVD
CONTROL ELEVATION ' /
' UNLESS OTHERWSE NOTED ON PLAN
^<
DUCTILE IRON INLAY GRATE GIATE „0
REO DOT
STANDARD
O
SOLID a *PEDESTRIAN d
Ci O
BEDDING
BUILT -M LOCK BLOCK FOR 6.1'�MIN, s CONCRETE
CRATE LOCKDOWN CONCRETE
PERFORATED PIPE TRENCH
APPROX. DRAIN AREA = 92.70 SQ. IN. APPROX.
WEIGHT WITH FRAME = 54.00 LBS. APPROX. DRAIN AREA = 81.25 S0. IN.
CONCRETE '.moa PAVEN NT
APPROX. WEIGHT WITH FRAME = 49.50 LBS.
APPROX. WEIGHT WITH FRAME = 44.50 LBS.
FLOOR SLAB
OR PAVEMEN T� POLYDRAIN
N.T.S.
CHANNEL
s ' •/\ POi COCK
:\
/\TOGGLE m
DRAINFIELD WIDTH
NYLOPLAST 18" GRATES/COVERS
STANDARD GRATE HAS H-25 HEAVY DUTY RATING
a
HAS UTY GRATING
SAL/
sueceaoE / ARES
PEDESTRIAN R�ANRGRATEH-25 HAS HERO MVY EDIUM DUTY
I003 TOP OVERLAP
QUALITY: MATERIALS SHALL CONFORM TO ASTM
8.75 FT NAVD
TOP OF rRENceMATERIAL:
A536 GRADE DUCTILEO-05
[RON
SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN
/ ' - //� PLAN VIEW
7.75 FT NAVD
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT
DISABILITY ACT AS STATED IN FEDERAL REGISTER PART III,
/�
TDP OF PIPE 12,
lira)
LOCKING DEVICE AVAILABLE UPON REQUEST
DEPARTMENT OF JUSTICE, 28 CFR PART 36. NONDISCRIMINATION
CROSS SECTIONAL VIEW
DIAMETER
t2' t2'
1N' ERFORH.DP.E ED IN
MIRAFI 140N OR
PRICE INCLUDES FRAME &GRATE COVER
ON THE BASIS OF DISABILITY BY PUBLIC ACCOMMODATIONS
AND IN COMMERCIAL FACILITIES; FINAL RULE.
„c. Pa. e . annSR xx.ao<.
TRENCH BRAIN �. (70H 528�s�7e C�Oaa o°a x..mo7a (7a) see-zeosa
6.75 FT NAVD APPROVED EOUIV.
NTS
INVERT (TYP R FABRIC
18" GRATES COVERS
"WASHEDN.T.S.
5.75 FT Naw
TRENCH BOTTOM
ITP)
3.00 FT NAVD 8
CONTROL ELEVATION =
' UNLESS OTHERY45E NOTED ON PLAN
PERFORATED PIPE TRENCH
► RECEIVED 44
N.T.S.
CALL 48 HOURS BEFORE YOU DIG.
c� (°g q
JUL 3 V 2i119
IT'S THE LAW
1-800-432-4770
Too of Gulf Stream, FL
c SUNSHINE STATE ONE CALL OF FLORIDA, INC.
Know what's below, ® COP-GHT 2018 BY ENVtRODESIGN ASSOCIATES, INC.
,HIS DRAING 15 PROVIDED FOR INFORMATIONAL PURPOSES ONLY,
UNLESS SIGNED AND SEALED BY A REGISTERED PROFES90NAL
Call
beforeOU dig.
y g ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES, INC
14
F
V
Yi
Z
u
F
�.
a q+
,2"X16..
INLINE S
DRAIN
�L
A;- A 1.,T �'�� Com` ! ii�oC
r 12" HDPE PIPE
I^
2i
RECEIVED r ® RECEI
'f�)
Q
� ,x 3/4" WASHED ROCK 1I 11 �i
V t G X L± WRAPPED IN MIR A FI Jul
FABRIC OR APPROVED
EQUAL
TOO of Gulf Sk�am, FL
INLINE DRAIN DETAIL
NOT -TO -SCALE
CALL 48 HOURS BEFORE YOU DIG.
16. IT'S THE LAW
1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
L, ® CDPYRIGHT 2018 BY ENVIRODESIGN ASSOCIATES. INC.
Know what's �QIOW, THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY.
C811 before you dig. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL
y g ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES. INC.
PAVING, GRADING AND DRAINAGE NOTES
1. ALL PAVING AND DRAINAGE WORK IN THE PALM BEACH COUNTY (PBC) 11. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE IN ACCORDANCE WITH SECTION
RIGHT-OF-WAY SHALL DE CONSTRUCTED IN FULL ACCORDANCE WITH THE PBC 334 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
LATEST STANDARDS. ALL PAVING AND DRAINAGE WORK IN THE FLORIDA DEPARTMENT CONSTRUCTION, LATEST ADDITION. THE THICKNESS OF THE SURFACE COURSE SHALL
OF TRANSPORTATION (FDOT) RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL BE AS SHOWN ON THE DETAILED DRAWINGS.
ACCORDANCE WITH THE FOOT LATEST STANDARDS.
12. ALL CONCRETE SHALL DEVELOP 2500 p. s. I. (MINIMUM) 28 DAY COMPRESSIVE
2, COMPACTED SUBGRADE SHALL BE COMPACTED AND MEET THE DENSITY STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL
REQUIREMENTS AS DETERMINED BY THE AASHTO T-160 SPECIFICATIONS. SUBGRADE CONFORM WITH THE FDOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED
SHALL EXTEND 12 INCHES BEYOND THE PROPOSED EDGE OF PAVEMENT AND/OR 6" AS PAVING SHALL DEVELOP 3000 p. s.i. (MINIMUM) 28 DAYS. COMPRESSIVE
BEYOND VALLEY GUTTER, TYPE "F" CURB & GUTTER, OR TYPE "D" CURB. SUBGRADE STRENGTH.
SHALL BE 12 INCHES THICK COMPACTED TO 989. ACCORDING TO AASHTO T-180. 13. PAVEMENT TRAFFIC STRIPES AND MARKINGS SHALL BE IN ACCORDANCE WITH CITY
ALL MUCK, STUMPS, ROOTS OR OTHER DELETERIOUS MATTER ENCOUNTERED IN THE
PREPARATION OF THE SUBGRADE SHALL BE REMOVED COMPLETELY FROM THE OF DELRAY BEACH CURRENT STANDARDS AND/OR MANUAL ON UNIFORM TRAFFIC
CENTERLINE OF THE ROADWAY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF CONTOL DEVICES FOR STREETS AND HIGHWAYS, AND/OR PALM BEACH COUNTY
PAVEMENT. IF SUBGRADE IS REQUIRED TO BE STABILIZED, THE REQUIRED BEARING TRAFFIC DEPARTMENT TYPICAL T -P-17, WHERE APPLICABLE.
VALUE DETERMINATIONS SHALL BE MADE BY THE FLORIDA BEARING TEST, TEST
METHOD "C" OF AASHTO T-180 SPECIFICATIONS. 14. SEQUENCE OF CONSTRUCTION - THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH
THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KING THAT ARE BENEATH THE
3. SHELLROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE NTH SECTION 250 OF PAVEMEN 7, SHAL19
L BE IN PLACE AND HAVE PROPER DENSITY PRIOR TO THE
THE PEORIA DEPARTEMENT OF TR ANSPORATION STANDARD SPECIFICATIONS FOR ROAD CONSTRUCTION
TRTIN AN COMPACTION F THE
RA
AND BRIDGE CONSTRUCTION, LATEST EDITION. THE THICKNESS OF THE SHELLROCK
BASE SHALL BE AS SHOWN ON THE DETAIL DRAWINGS AND SHALL BE COMPACTED 15. INLETS AND MANHOLES - ALL INLETS AND MANHOLES SHALL BE CONSTRUCTED IN
TO A DENSITY OF 987 OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO ACCORDANCE WITH THE FDOT SPECIFICATIONS, LATEST EDITION, AND ROADWAY AND
T-180. THE SHELLROCK SHALL HAVE A MINIMUM OF 407, CARBONATES OF CALCIUM TRAFFIC DESIGN STANDARDS, LATEST EDITION, AND PBC STANDARDS LATEST EDITION,
WHERE APPLICABLE.
AND MAGNESIUM IN THE MATERIAL.
E
4. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 OF 16, GRATE ELEVATIONS REFER TO THE FLOWLINE OF THE GRATE.
THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,
LATEST EDITION. THE THICKNESS OF THE LIMEROCK BASE SHALL BE AS SHOWN ON 17. GRADES SHOWN ARE FINISHED GRADES.
THE DETAILED DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 987 OF THE
MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 18. MINIMUM ROAD CROWN ELEVATION SHALL BE EL. TBD' N.A. V. D.
5. MUCK AND PEAT - IF MUCK AND/OR PEAT ARE ENCOUNTERED IN THE ROAD OR 19. REINFORCED CONCRETE PIPE - THE PIPE SHALL CONFORM WITH THE REQUIREMENTS
PARKING AREA, THEY WILL BE REMOVED COMPLETELY TO A WIDTH OF TEN FEET OF CLASS III OF ASTM C-76 AND WITH THE FDOT SPECIFICATIONS, LATEST EDITION.
BEYOND THE EDGE OF PAVEMENT AND SHALL BE BACKFILLED WITH GRANULAR THE FIRST JOINT OF PIPE ENTERING OR LEAVING A MANHOLE OR INLET SHALL BE
MATERIAL. IF HARDPAN IS ENCOUNTERED IN THE SWALE AREA, IT WILL REMOVED TO WRAPPED WITH FILTER FABRIC PER FDOT SPECIFICATIONS.
A WIDTH OF TWO FEET AT THE SWALE INVERT AND REPLACED WITH GRANULAR
MATERIAL. 20. CORRUGATED ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M196
AND SECTIONS 125, 430 AND 943 OF THE FOOT STANDARD SPECIFICATIONS FOR
6. WHERE SOD IS DESIRED, LOWER THE GRADE 2 INCHES BELOW THE FINISHED GRADE ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION.
TO ALLOW FOR THE THICKNESS OF THE SOD.
21. MEASUREMENT OF THE LENGTH OF PIPE SHALL BE FROM THE CENTER OF THE
7. CLEARING AND GRUBBING - WITHIN THE LIMITS OF CONSTRUCTION ALL VEGETATION STRUCTURE TO THE CENTER OF THE STRUCTURE.
AND ROOT MATERIAL SHALL BE REMOVED.
22. PIPE BACKFILL - REQUIREMENTS FOR PIPE BACKFILL CROSSING ROADS OR PARKING
8. GUMBO - WHERE GUMBO OR OTHER PLASTIC CLAYS ARE ENCOUNTERED, THEY SHALL
AREAS SHALL BE DEFINED IN THE FOOT SPECIFICATIONS LATEST EDITION. PIPELINE
BE REMOVED WITHIN THE ROADWAY AND PARKING AREAS ONE FOOT BELOW THE BACKFILL SHALL BE PLACED IN SIX INCH LIFTS AND COMPACTED TO 1007 OF THE
SUBGRADE EXTENDING HORIZONTALLY TO THE OUTSIDE EDGE OF THE SHOULDER STANDARD PROCTOR (AASHTO) T-99 SPECIFICATIONS.
AREA.
23. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE (3) CERTIFIED COPIES OF
9. PRIME COAT SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE FOOT STANDARD A CHEMICAL AND SIEVE ANALYSIS OF THE SHELL ROCK BY A STATE OF FLORIDA
SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. PRIME COAT CERTIFIED LAB WHEN CONSTRUCTING A SHELL ROCK BASE FOR ROADWAY.
SHALL BE RC -70 OR ASPHALT EMULSION PRIME (AEP). PRIME COAs SHALL BE
APPLIED AT A RATE OF APPLICATION NOT LESS THAN 0.10 GALLONS PER SQUARE 24. PRIOR TO CERTIFICATION OF THE DRAINAGE SYSTEM, THE CONTRACTOR MUST PUMP
A N PER AR YAR DOWN AND LAMP THE DRAINAGE SYSTEM FOR INSPECTION BY THE ENGINEER AFTER
YARD FOR LIM EROCK BASES AND NOT LESS THAN 0.15 G LLO S SOU E D
FOR SHELL ROCK OR COQUINA SHELL BASES. FINISHED ROCK FOR THE 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
CITY OF DELRAY BEACH GENERAL NOTES
GENERAL NOTES
1,
CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE
n.
ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
19. CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES DURING CONSTRUCTION AND SHALL
BE REWIRED TO PROVIDE ALL BARRICADES. LIGHTING, SIGNAGE AND FLAGMEN AS NECESSARY TO
ALL PRECAUTIONS NECESSARY TO AVOID SURVEY MARKERS DURING CONSTRUCTION.
PROVIDE FOR THE SAFETY OF THE PUBLIC IN THE WORK AREA. THE CONTRACTOR SHALL SUBMIT
THE LOCAL UTILITY.
A DETAILED TRAFFIC MAINTENANCE PLAN PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF PERMANENT REFERENCE
20. EXISTING BASE MATERIAL THAT I$ REMOVED DURING CONSTRUCTION SHALL NOT BE USED IN THE
I. A PRE -CONSTRUCTION MEETING IS TO BE HELD PRIOR TO DELIVERY OF MATERIALS AND
CONSTRUCTION OF NEW LIMEROCK BASE.
MONUMENTS DISTURBED DURING CONSTRUCTION, AT NO ADDITIONAL COST TO THE
12.
EN VIRODESIGN ASSOC. INC. SHALL NOT BE RESPONSIBLE FOR THE SAFETY OF THE
21. ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE LEGALLY
OWNER.
DISPOSED OF OFF-SITE IN AN AREA AT THE CONTRACTORS EXPENSE.
WORKERS OR THE GENERAL PUBLIC. CONTRACTOR SHALL BE RESPONSIBLE FOR
22. CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES, SUCH AS TURBIDITY
3. A MINIMUM OF THREE (3) COPIES OF THE CURRENT APPROVED PRODUCT LIST AND ALL
SCREENS. CURTAINS AND FLOATING SILT BARRIERS WHERE NECESSARY IN ORDER TO COMPLY
WTH ALL STATE AND LOCAL WATER QUALITY STANDARDS.
PROVIDING SAFETY TO THE WORKERS IN ACCORDANCE WITH OCCUPATIONAL SAFETY
2.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING
& HEALTH ADMINISTRATIONS (OSHA) REQUIREMENTS AND THE SAFETY OF THE
24. ALL PAVED SURFACES SHALL BE PROPERLY MARKED PRIOR TO HOURS OF DARKNESS.
UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS. UTILITIES SHOWN
PERMANENT PAVEMENT MARKING STALLS SHALL BE LAID OUT USING MARKING CHALK. LAYOUT
GENERAL PUBLIC.
TO BE REVIEWED BY THE CITY PRIOR TO PLACEMENT OF FINAL MARKING.
ON THE PLANS ARE FOR REFERENCE ONLY AND MAY NOT DEPICT ACTUAL
25. EMBANKMENT (FILL) AND EXCESS MATERIAL REQUIRED FOR ROADWAY RECONSTRUCTION AND
UTILITY INSTALLATIONS SHALL BE SUPPLIED AND/OR DISPOSED OF BY THE CONTRACTOR. ALL
LOCATIONS. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND
13,
ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE WITH THE LOCAL
APPROPRIATE PAY ITEMS,
DEPTH OF THEIR LINES PRIOR TO CONSTRUCTION.
26. CONTINUITY OF WATER AND SEWER SERVICE TO CITY UTILITY CUSTOMERS SHALL BE MAINTAINED
UTILITY STANDARDS AND SPECIFICATIONS.
3,
CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE
14.
THE CONTRACTOR SHALL CALL SUNSHINE 7-800-432-4770 48 HOURS BEFORE
27. SITE INFORMATION BASED ON A SURVEY PREPARED BY: SURVEYOR
DEENERGIZING OF POWER LINES AND/OR HOLDING POWER POLES DURING
DIGGING FOR FIELD LOCATIONS OF UNDERGROUND UTILITIES.
28. THE EXTENT Of ROAD CONSTRUCTION WORK TO BE COMPLETED BY THE CONTRACTOR, WITHIN THE
CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
RAILROAD RIGHT-OF-WAY SHALL BE DETERMINED BY THE CITY AND COORDINATED NTH THE
CONFLICTS. THE CONTRACTOR SHALL INFORM THE CITY AND NOTIFY THE RESPECTIVE UTILITY
FLORIDA EAST COAST RAILWAY COMPANY AT THE TIME OF CONSTRUCTION,
OWMER TO RESOLVE THE UTILITY CONFLICTS AND THE UTILITY aDJUSTMEN TS AS REQUIRED.
15,
CORRUGATED ALUMINUM PIPE USED BENEATH PAVEMENT SHALL BE IN CONFORMANCE
4.
CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE
WITH SEC. 824.E.5.1
30. ALL CITY OF DELRAY BEACH STANDARD DETAILS INCLUDED IN THE CIVIL PLANS PREPARED BY
REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING CONSTRUCTION AT NO
ENVIRODESIGN ASSOCIATES, INC, HAVE NOT BEEN MODIFIED FROM THEIR ORIGINAL CONTENT,
PERSONS HAVING ACCESS TO THE WORK SITE
31. CON TRACTOR TO FIELD VERIFY EXACT LOCAPON, SIZE, AND DEPTH OF ALL EXISTING UTILITIES
ADDITIONAL T THE .
COAST 0 OWNER
16.
ALL CONSTRUCTION ACTIVITY INCLUDING TRENCHING IS TO BE A MINIMUM OF SIX
32. NO PROPOSED IMPROVEMENTS, BUILDINGS OR ANY KIND OF CONSTRUCTION CAN BE PLACED ON OR
i0. THE CONTRACTOR SHALL SCHEDULE INSPECTIONS AND TESTS WITH THE CITY A MINIMUM OF 24
WITHIN ANY WATER, SEWER OR DRAINAGE EASEMENTS, UNLESS APPROVED BY THE CITY OF
FEET FROM THE BASE OF ANY TREE THAT IS DESIGNATED TO REMAIN,
5.
ALL ELEVATIONS REFER TO N. A.V.D. 1988. MINIMUM FINISHED FLOOR ELEVATION FOR
33. NO PROPOSED STRUCTURES SHALL BE INSTALLED WITHIN A HORIZONTAL DISTANCE OF 10 -FEET
11. CONTRACTOR SHALL NOT DISTURB EX STING CITY MAINS OR STRUCTURES WITHOUT THE
PRESENCE OF A CITY INSPECTOR. CITY UTILITY SYSTEM VALVES AND APPURTENANCES MAY
FROM ANY EXISTING OR PROPOSED WATER, SEWER OR DRAINAGE FACILITIES, UNLESS APPROVED
BY THE CITY OF DELRAY BEACH CITY ENGINEER.
ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR ABOVE ELEVATION 11.20' (WHICH
17.
ALL LIMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE PLANTER
}4. NOTE. ANY TREES OR SHRUBS PLACED WITHIN WATER, SEWER OR DRAINAGE EASEMENTS, THEY
IS ABOVE THE 100 -YEAR FREQUENCY STORM).
SHALL CONFORM TO THE CITY OF DELRAY BEACH STANDARD DETAILS; LO 1.1 h LD 1.2
AREAS/ISLANDS AND REPLACED WITH APPROPRIATE PLANTING SOIL PRIOR TOT THE
35. ALL SIDEWALKS TO BE CONSTRUCTED IN ACCORDANCE WITH ADA REQUIREMENTS. ALL SIDEWALKS
NOT TO E%GEED 148 CROSS -SLOPE AND 120 RUNNING SLOPES. ALL RAMPS NOT TO EXCEED
LANDSCAPING OF THE SITE.
6.
SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO
RUNNING -SLOPES ARE TO BE PROWDED AT TOPS AND BOTTOMS OF ALL RAMPS.
36. CITY OF DELRAY BEACH UTILITY DIVISION MUST BE CONTACTED AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION OR INSTALLATION AS REQUIRED BY THE ENGINEER OR BY THE
18..
THE REMOVAL OF ANY TREE ON THE SITE IS PROHIBITED WITHOUT THE REQUIRED
561-243-]312.
APPROPRIATE GOVERNING AGENCIES.
37. THE EXISTING SANITARY SEWER LINE MUST BE TELEVISED PRIOR TO AND AFTER ANY SANITARY
PERMITS.
7.
CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR, AT NO ADDITIONAL
19.
ALL MATERIALS AND CONSTRUCTION WITHIN THE FOOT RIGHT-OF-WAY SHALL
38. UPON APPROVAL AND RECIEPT OF PERMIT, THE CONTRACTOR SHALL CONTACT THE CITY OF
DELRAY BEACH DEPUTY DIRECTOR OF CONSTRUCTION AT 561-243-]320 i0 SCHEDULE A
COST TO THE OWNER, ALL NECESSARY PERMITS, FEES AND LICENSES.
PRECON STRUCTION MEETING PRIOR TO STARTING ANY SITE WORK.
CONFORM TO THE FOOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION,
3g, qLL WATER METER SIZES TO BE DETERMINED BY PLUMBING ENGINEERING OF RECORD AND SHALL
1J. CONTRACTOR SHALL NOTIFY SUNSHINE STATE ONE (1-800-432-4]]O) 48 HOURS IN ADVANCE
BE CHECKED AND AUTHORIZED BY CITY OF DELRAY BEACH UTILITIES DIVISION.
MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM (LATEST
8.
CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED NOTICES AND
DETAILS HAVE NOT BEEN MODIFIED FROM THEIR ORIGINAL CONTENT.
ED.).
COMPLYING WITH ALL PERMIT(S) CONDITIONS.
20.
LANE CLOSURES WITHIN THE FOOT RIGHT-OF-WAY SHALL BE LIMITED TO THE HOURS
9.
CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE HOLDING
OF 9AM-3PM, MONDAY -FRIDAY EXCLUDING GOVERNMENTAL HOLIDAYS. MAINTENANCE
OF OTHER UTILITY POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE
OF TRAFFIC SHALL BE PROVIDED IN ACCORDANCE WITH INDEX 613 OF THE FOOT
OWNER.
DESIGN STANDARDS (LATEST ED.)
70.
ALL CONCRETE SHALL DEVELOP 2500 p.s.i. (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.
THE RATE
OF 0.08 GALLONS PER SQUARE YARD, UNLESS A VARIATION IS APPROVED BY THE
ENGINEER.
CITY OF DELRAY BEACH GENERAL NOTES
GENERAL NOTES
1,
CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE
n.
ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
19. CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES DURING CONSTRUCTION AND SHALL
BE REWIRED TO PROVIDE ALL BARRICADES. LIGHTING, SIGNAGE AND FLAGMEN AS NECESSARY TO
ALL PRECAUTIONS NECESSARY TO AVOID SURVEY MARKERS DURING CONSTRUCTION.
PROVIDE FOR THE SAFETY OF THE PUBLIC IN THE WORK AREA. THE CONTRACTOR SHALL SUBMIT
THE LOCAL UTILITY.
A DETAILED TRAFFIC MAINTENANCE PLAN PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF PERMANENT REFERENCE
20. EXISTING BASE MATERIAL THAT I$ REMOVED DURING CONSTRUCTION SHALL NOT BE USED IN THE
I. A PRE -CONSTRUCTION MEETING IS TO BE HELD PRIOR TO DELIVERY OF MATERIALS AND
CONSTRUCTION OF NEW LIMEROCK BASE.
MONUMENTS DISTURBED DURING CONSTRUCTION, AT NO ADDITIONAL COST TO THE
12.
EN VIRODESIGN ASSOC. INC. SHALL NOT BE RESPONSIBLE FOR THE SAFETY OF THE
21. ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE LEGALLY
OWNER.
DISPOSED OF OFF-SITE IN AN AREA AT THE CONTRACTORS EXPENSE.
WORKERS OR THE GENERAL PUBLIC. CONTRACTOR SHALL BE RESPONSIBLE FOR
22. CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES, SUCH AS TURBIDITY
3. A MINIMUM OF THREE (3) COPIES OF THE CURRENT APPROVED PRODUCT LIST AND ALL
SCREENS. CURTAINS AND FLOATING SILT BARRIERS WHERE NECESSARY IN ORDER TO COMPLY
WTH ALL STATE AND LOCAL WATER QUALITY STANDARDS.
PROVIDING SAFETY TO THE WORKERS IN ACCORDANCE WITH OCCUPATIONAL SAFETY
2.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING
& HEALTH ADMINISTRATIONS (OSHA) REQUIREMENTS AND THE SAFETY OF THE
24. ALL PAVED SURFACES SHALL BE PROPERLY MARKED PRIOR TO HOURS OF DARKNESS.
UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS. UTILITIES SHOWN
PERMANENT PAVEMENT MARKING STALLS SHALL BE LAID OUT USING MARKING CHALK. LAYOUT
GENERAL PUBLIC.
TO BE REVIEWED BY THE CITY PRIOR TO PLACEMENT OF FINAL MARKING.
ON THE PLANS ARE FOR REFERENCE ONLY AND MAY NOT DEPICT ACTUAL
25. EMBANKMENT (FILL) AND EXCESS MATERIAL REQUIRED FOR ROADWAY RECONSTRUCTION AND
UTILITY INSTALLATIONS SHALL BE SUPPLIED AND/OR DISPOSED OF BY THE CONTRACTOR. ALL
LOCATIONS. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND
13,
ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE WITH THE LOCAL
APPROPRIATE PAY ITEMS,
DEPTH OF THEIR LINES PRIOR TO CONSTRUCTION.
26. CONTINUITY OF WATER AND SEWER SERVICE TO CITY UTILITY CUSTOMERS SHALL BE MAINTAINED
UTILITY STANDARDS AND SPECIFICATIONS.
3,
CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE
14.
THE CONTRACTOR SHALL CALL SUNSHINE 7-800-432-4770 48 HOURS BEFORE
27. SITE INFORMATION BASED ON A SURVEY PREPARED BY: SURVEYOR
DEENERGIZING OF POWER LINES AND/OR HOLDING POWER POLES DURING
DIGGING FOR FIELD LOCATIONS OF UNDERGROUND UTILITIES.
28. THE EXTENT Of ROAD CONSTRUCTION WORK TO BE COMPLETED BY THE CONTRACTOR, WITHIN THE
CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
RAILROAD RIGHT-OF-WAY SHALL BE DETERMINED BY THE CITY AND COORDINATED NTH THE
CONFLICTS. THE CONTRACTOR SHALL INFORM THE CITY AND NOTIFY THE RESPECTIVE UTILITY
FLORIDA EAST COAST RAILWAY COMPANY AT THE TIME OF CONSTRUCTION,
OWMER TO RESOLVE THE UTILITY CONFLICTS AND THE UTILITY aDJUSTMEN TS AS REQUIRED.
15,
CORRUGATED ALUMINUM PIPE USED BENEATH PAVEMENT SHALL BE IN CONFORMANCE
4.
CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE
WITH SEC. 824.E.5.1
30. ALL CITY OF DELRAY BEACH STANDARD DETAILS INCLUDED IN THE CIVIL PLANS PREPARED BY
REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING CONSTRUCTION AT NO
ENVIRODESIGN ASSOCIATES, INC, HAVE NOT BEEN MODIFIED FROM THEIR ORIGINAL CONTENT,
PERSONS HAVING ACCESS TO THE WORK SITE
31. CON TRACTOR TO FIELD VERIFY EXACT LOCAPON, SIZE, AND DEPTH OF ALL EXISTING UTILITIES
ADDITIONAL T THE .
COAST 0 OWNER
16.
ALL CONSTRUCTION ACTIVITY INCLUDING TRENCHING IS TO BE A MINIMUM OF SIX
32. NO PROPOSED IMPROVEMENTS, BUILDINGS OR ANY KIND OF CONSTRUCTION CAN BE PLACED ON OR
i0. THE CONTRACTOR SHALL SCHEDULE INSPECTIONS AND TESTS WITH THE CITY A MINIMUM OF 24
WITHIN ANY WATER, SEWER OR DRAINAGE EASEMENTS, UNLESS APPROVED BY THE CITY OF
FEET FROM THE BASE OF ANY TREE THAT IS DESIGNATED TO REMAIN,
5.
ALL ELEVATIONS REFER TO N. A.V.D. 1988. MINIMUM FINISHED FLOOR ELEVATION FOR
33. NO PROPOSED STRUCTURES SHALL BE INSTALLED WITHIN A HORIZONTAL DISTANCE OF 10 -FEET
11. CONTRACTOR SHALL NOT DISTURB EX STING CITY MAINS OR STRUCTURES WITHOUT THE
PRESENCE OF A CITY INSPECTOR. CITY UTILITY SYSTEM VALVES AND APPURTENANCES MAY
FROM ANY EXISTING OR PROPOSED WATER, SEWER OR DRAINAGE FACILITIES, UNLESS APPROVED
BY THE CITY OF DELRAY BEACH CITY ENGINEER.
ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR ABOVE ELEVATION 11.20' (WHICH
17.
ALL LIMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE PLANTER
}4. NOTE. ANY TREES OR SHRUBS PLACED WITHIN WATER, SEWER OR DRAINAGE EASEMENTS, THEY
IS ABOVE THE 100 -YEAR FREQUENCY STORM).
SHALL CONFORM TO THE CITY OF DELRAY BEACH STANDARD DETAILS; LO 1.1 h LD 1.2
AREAS/ISLANDS AND REPLACED WITH APPROPRIATE PLANTING SOIL PRIOR TOT THE
35. ALL SIDEWALKS TO BE CONSTRUCTED IN ACCORDANCE WITH ADA REQUIREMENTS. ALL SIDEWALKS
NOT TO E%GEED 148 CROSS -SLOPE AND 120 RUNNING SLOPES. ALL RAMPS NOT TO EXCEED
LANDSCAPING OF THE SITE.
6.
SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO
RUNNING -SLOPES ARE TO BE PROWDED AT TOPS AND BOTTOMS OF ALL RAMPS.
36. CITY OF DELRAY BEACH UTILITY DIVISION MUST BE CONTACTED AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION OR INSTALLATION AS REQUIRED BY THE ENGINEER OR BY THE
18..
THE REMOVAL OF ANY TREE ON THE SITE IS PROHIBITED WITHOUT THE REQUIRED
561-243-]312.
APPROPRIATE GOVERNING AGENCIES.
37. THE EXISTING SANITARY SEWER LINE MUST BE TELEVISED PRIOR TO AND AFTER ANY SANITARY
PERMITS.
7.
CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR, AT NO ADDITIONAL
19.
ALL MATERIALS AND CONSTRUCTION WITHIN THE FOOT RIGHT-OF-WAY SHALL
38. UPON APPROVAL AND RECIEPT OF PERMIT, THE CONTRACTOR SHALL CONTACT THE CITY OF
DELRAY BEACH DEPUTY DIRECTOR OF CONSTRUCTION AT 561-243-]320 i0 SCHEDULE A
COST TO THE OWNER, ALL NECESSARY PERMITS, FEES AND LICENSES.
PRECON STRUCTION MEETING PRIOR TO STARTING ANY SITE WORK.
CONFORM TO THE FOOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION,
3g, qLL WATER METER SIZES TO BE DETERMINED BY PLUMBING ENGINEERING OF RECORD AND SHALL
1J. CONTRACTOR SHALL NOTIFY SUNSHINE STATE ONE (1-800-432-4]]O) 48 HOURS IN ADVANCE
BE CHECKED AND AUTHORIZED BY CITY OF DELRAY BEACH UTILITIES DIVISION.
MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM (LATEST
8.
CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED NOTICES AND
DETAILS HAVE NOT BEEN MODIFIED FROM THEIR ORIGINAL CONTENT.
ED.).
COMPLYING WITH ALL PERMIT(S) CONDITIONS.
20.
LANE CLOSURES WITHIN THE FOOT RIGHT-OF-WAY SHALL BE LIMITED TO THE HOURS
9.
CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE HOLDING
OF 9AM-3PM, MONDAY -FRIDAY EXCLUDING GOVERNMENTAL HOLIDAYS. MAINTENANCE
OF OTHER UTILITY POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE
OF TRAFFIC SHALL BE PROVIDED IN ACCORDANCE WITH INDEX 613 OF THE FOOT
OWNER.
DESIGN STANDARDS (LATEST ED.)
70.
ALL CONCRETE SHALL DEVELOP 2500 p.s.i. (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.
CITY OF DELRAY BEACH GENERAL NOTES
ITIONS
DEFINDEFINITIONS
18. OR DES SHOWN ON PLANS ARE FINISHED GRADES. THE CONTRACTOR SHALL BE REQUIRED TO
- THE CITY OF DELRAY BEACH
ADJUST EXISTING SANITARY SEWER MANHOLE TOPS AND VALVE BOX COVERS TO FINISHED GRADE.
2. CONTRACTOR - UTILITY CONTRACTOR AND ALL UTILITY SUBCONTRACTORS
19. CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES DURING CONSTRUCTION AND SHALL
BE REWIRED TO PROVIDE ALL BARRICADES. LIGHTING, SIGNAGE AND FLAGMEN AS NECESSARY TO
3. ENGINEER - ENGINEER RESPONSIBLE FOR INSPECTION AND CERTIFICATION
PROVIDE FOR THE SAFETY OF THE PUBLIC IN THE WORK AREA. THE CONTRACTOR SHALL SUBMIT
A DETAILED TRAFFIC MAINTENANCE PLAN PRIOR TO CONSTRUCTION.
PROCEDURE
20. EXISTING BASE MATERIAL THAT I$ REMOVED DURING CONSTRUCTION SHALL NOT BE USED IN THE
I. A PRE -CONSTRUCTION MEETING IS TO BE HELD PRIOR TO DELIVERY OF MATERIALS AND
CONSTRUCTION OF NEW LIMEROCK BASE.
INITIATION OF ANY WATER AND SEWER CONSTRUCTION. THE MEETING SHALL BE ATTENDED BY
THE CITY, CONTRACTOR, SUBCONTRACTOR$, ENGINEER AND OTHER INTERESTED PARTIES.
21. ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE LEGALLY
DISPOSED OF OFF-SITE IN AN AREA AT THE CONTRACTORS EXPENSE.
2. ANY REVISIONS TO THE APPROVED PLANS MUST BE APPROVED BY THE CITY PRIOR TO THE
PRE -CONSTRUCTION MEETING.
22. CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES, SUCH AS TURBIDITY
3. A MINIMUM OF THREE (3) COPIES OF THE CURRENT APPROVED PRODUCT LIST AND ALL
SCREENS. CURTAINS AND FLOATING SILT BARRIERS WHERE NECESSARY IN ORDER TO COMPLY
WTH ALL STATE AND LOCAL WATER QUALITY STANDARDS.
NECESSARY SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SCHEDULING THE
2}. ALL REINFORCED CONCRETE STORM SEWER PIPE SHALL BE CLASS III, UNLESS OTHERWISE NOTED.
PRE -CONSTRUCTION MEETING. ALL PIPE MANUFACTURERS SHALL SUBMIT THREE (3) COPIES
OF AN AFFIDAVIT THAT THE PIPE AND COATINGS WERE MANUFACTURED IN ACCORDANCE WITH
24. ALL PAVED SURFACES SHALL BE PROPERLY MARKED PRIOR TO HOURS OF DARKNESS.
AW WA C151/A2151-91. .
PERMANENT PAVEMENT MARKING STALLS SHALL BE LAID OUT USING MARKING CHALK. LAYOUT
TO BE REVIEWED BY THE CITY PRIOR TO PLACEMENT OF FINAL MARKING.
4. ALL APPLICABLE PERMITS MUST BE OBTAINED WITH COPIES PROVIDED TO THE CITY PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
25. EMBANKMENT (FILL) AND EXCESS MATERIAL REQUIRED FOR ROADWAY RECONSTRUCTION AND
UTILITY INSTALLATIONS SHALL BE SUPPLIED AND/OR DISPOSED OF BY THE CONTRACTOR. ALL
5. THE CONTRACTOR SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION DOCUMENTS
ON SITE AT ALL TIMES.
COSTS ASSOCIATED WITH EARTHWORK REQUIREMENTS TO COMPLETE THE ROADWAY
RECONSTRUCTION AND UTILITY IMPROVEMENTS SHALL BE INCLUDED IN THE COSTS OF OTHER
APPROPRIATE PAY ITEMS,
6. PLL MATERIALS SUPPLIED SHALL CONFORM TO PRODUCT LIST AND SHOP DRAWINGS AS
26. CONTINUITY OF WATER AND SEWER SERVICE TO CITY UTILITY CUSTOMERS SHALL BE MAINTAINED
APPROVED BY THE CITY PRIOR TO CONSTRUCTION, ALL REQUESTS FOR MATERIAL
THROUGHOUT THE DURATION OF THIS PROJECT. IF A BREAK IN SERVICE IS UNAVOIDABLE TO
SUBSTITUTION SHALL BE APPROVED PRIOR TO DELIVERY OF THESE MATERIALS TO THE JOB
SITE.
ACCOMMODATE CONNECTION OF NEW FACILITIES. IT SHALL BE SCHEDULED FOR OFF PEAK HOURS
WITH THE CITY. DETERMINATION OF SERVICE BREAK REQUIREMENT WILL BE MADE BY THE CITY,
J. THE LOCATION OF THE EXISTING UTILITIES AS SHOWN ON THE PLANS ARE APPROXIMATE ONLY.
27. SITE INFORMATION BASED ON A SURVEY PREPARED BY: SURVEYOR
THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF OTHER UTILITIES (NOT
28. THE EXTENT Of ROAD CONSTRUCTION WORK TO BE COMPLETED BY THE CONTRACTOR, WITHIN THE
SHOWN ON THE PLAN) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE UTILITY
RAILROAD RIGHT-OF-WAY SHALL BE DETERMINED BY THE CITY AND COORDINATED NTH THE
CONFLICTS. THE CONTRACTOR SHALL INFORM THE CITY AND NOTIFY THE RESPECTIVE UTILITY
FLORIDA EAST COAST RAILWAY COMPANY AT THE TIME OF CONSTRUCTION,
OWMER TO RESOLVE THE UTILITY CONFLICTS AND THE UTILITY aDJUSTMEN TS AS REQUIRED.
29. RELOCATION OF UTILITY POLES AND CAS PIPE LINES SHALL BE COORDINATED BY THE
8. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF
CONTRACTOR WITH FLORIDA POWER AND LIGHT, AND FLORIDA PUBLIC UTILITIES, RESPECTIVELY.
EACH UTILITY HAS BEEN NOTIFIED THAT THEY t'flLL BE REQUIRED TO RELOCATE THEIR UTILITIES.
CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES FROM
DAMAGE OR DISRUPTION OF SERVICE THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING
30. ALL CITY OF DELRAY BEACH STANDARD DETAILS INCLUDED IN THE CIVIL PLANS PREPARED BY
SUCH MEASURES AS NECESSARY TO PROTECT THE HEALTH. SAFETY, AND WELFARE OF THOSE
ENVIRODESIGN ASSOCIATES, INC, HAVE NOT BEEN MODIFIED FROM THEIR ORIGINAL CONTENT,
PERSONS HAVING ACCESS TO THE WORK SITE
31. CON TRACTOR TO FIELD VERIFY EXACT LOCAPON, SIZE, AND DEPTH OF ALL EXISTING UTILITIES
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING LOCATIONS OF ALL OTHER UTILITY
PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESICN ASSOCIATES, INC
FACILITIES.
32. NO PROPOSED IMPROVEMENTS, BUILDINGS OR ANY KIND OF CONSTRUCTION CAN BE PLACED ON OR
i0. THE CONTRACTOR SHALL SCHEDULE INSPECTIONS AND TESTS WITH THE CITY A MINIMUM OF 24
WITHIN ANY WATER, SEWER OR DRAINAGE EASEMENTS, UNLESS APPROVED BY THE CITY OF
HOURS IN ADVANCE.
DELRAY BEACH CITY ENGINEER.
33. NO PROPOSED STRUCTURES SHALL BE INSTALLED WITHIN A HORIZONTAL DISTANCE OF 10 -FEET
11. CONTRACTOR SHALL NOT DISTURB EX STING CITY MAINS OR STRUCTURES WITHOUT THE
PRESENCE OF A CITY INSPECTOR. CITY UTILITY SYSTEM VALVES AND APPURTENANCES MAY
FROM ANY EXISTING OR PROPOSED WATER, SEWER OR DRAINAGE FACILITIES, UNLESS APPROVED
BY THE CITY OF DELRAY BEACH CITY ENGINEER.
ONLY BE OPERATED BY CITY PERSONNEL.
}4. NOTE. ANY TREES OR SHRUBS PLACED WITHIN WATER, SEWER OR DRAINAGE EASEMENTS, THEY
12. FA I ITL PROPOS HEREIN HAL IN ACCORDANCE WTH THE APPROVED
CL ES ED 5 L BE CONSTRUCTED
SHALL CONFORM TO THE CITY OF DELRAY BEACH STANDARD DETAILS; LO 1.1 h LD 1.2
PIANS. DEVIATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN ADVANCE BY THE
CITY.
35. ALL SIDEWALKS TO BE CONSTRUCTED IN ACCORDANCE WITH ADA REQUIREMENTS. ALL SIDEWALKS
NOT TO E%GEED 148 CROSS -SLOPE AND 120 RUNNING SLOPES. ALL RAMPS NOT TO EXCEED
13. UPON COMPLETION OF CONSTRUCTION AND PRIOR i0 FINAL ACCEPTANCE OF THE WORK, A
FINAL INSPECTION SHALL VERIFY PROPER ADHERENCE TO ALL FACETS OF THE PLANS AND
1:48 CROSS -SLOPE AND 1:12 RUNNING SLOPE$ WITH MAXIMUM RISE AND RUNS PER ADA
REOUIREMEN T$ WITH RAILINGS MERE NEEDED. LANDINGS WITH 1: a8 CROSS- AND
SPECIFICATIONS.
RUNNING -SLOPES ARE TO BE PROWDED AT TOPS AND BOTTOMS OF ALL RAMPS.
36. CITY OF DELRAY BEACH UTILITY DIVISION MUST BE CONTACTED AT LEAST 48 HOURS PRIOR TO
14. PAVING, DRAINAGE AND TRAFFIC CONSTRUCTION SHALL CONFORM TO FLORIDA DEPARTMENT OF
ANY SHUTDOWN AND/OR REMOVAL OF EXISTING WATER MAIN OR SANITARY SEWER LINES AT
TRANSPORTATION ROADWAY AND DESIGN STANDARDS. STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION, MANUAL ON UNIFORM TRAFFIC CONTROL DEUCES (MUTCp) AND
561-243-]312.
PALM BEACH COUNTY TYPICAL T -P -t] (LATEST REVISION) UNLESS SHOWN OTHERWISE
37. THE EXISTING SANITARY SEWER LINE MUST BE TELEVISED PRIOR TO AND AFTER ANY SANITARY
SEWER SERVICE CONNECTION, REMOVAL AND/OR ABANDONMENT,
15. AS -BUILT DRAWINGS SHALL BE PREPARED BY A REGISTERED LAND SURVEYOR, REGISTERED IN
THE STATE OF FLORIDA, AND SUBMITTED BY THE CONTRACTOR TO THE CITY.
38. UPON APPROVAL AND RECIEPT OF PERMIT, THE CONTRACTOR SHALL CONTACT THE CITY OF
DELRAY BEACH DEPUTY DIRECTOR OF CONSTRUCTION AT 561-243-]320 i0 SCHEDULE A
16. PRIOR i0 COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SMALL COMPLY WITH
PRECON STRUCTION MEETING PRIOR TO STARTING ANY SITE WORK.
FLORIDA STATUTE 553-851 FOR PROTECTION OF UNDERGROUND GAS PIPE LINES.
3g, qLL WATER METER SIZES TO BE DETERMINED BY PLUMBING ENGINEERING OF RECORD AND SHALL
1J. CONTRACTOR SHALL NOTIFY SUNSHINE STATE ONE (1-800-432-4]]O) 48 HOURS IN ADVANCE
BE CHECKED AND AUTHORIZED BY CITY OF DELRAY BEACH UTILITIES DIVISION.
OF CONSTRUCTION.
4Q. ALL CITY OF DELRAY BEACH 2016 STANDARD DETAILS INCLUDED IN THIS SET OF PLANS AND
DETAILS HAVE NOT BEEN MODIFIED FROM THEIR ORIGINAL CONTENT.
DRAWN:
M.T.J.
CHECKED:
J.A.P.
DATE:
7/01/18
JOB N0.
180X78 -DTC
SHEET N0.
3 DP 5
METER BOX BY CONTRACTOR, PAVEMENT
METER BY CITY
PRESSURE TEST LIMIT
OTATE BENDS AS REQUIRED
J��C-E BRANCH (NO TEE
PROPERTY
1B" MAX.
USFp1605 OR
APPROVED EQUAL
BO% & HEXAGONAL
COVER MARKED 'S'
EXPANSION JOINT
'
REFER TO STANDARD
ONFIGURED FITTINGS)
LINE
MATERIAL
PRODUCTS LISTS:
POUR GONADE COLLAR
SHEET SPL -2 FOR POLYETHYLENE TUBING o
ALTERNATE:
TO GRADE
METER BOX AND 11R9/3408
COVER TYPES SHORT SERVICES
SLOPE UP TO ADDITIONAL RISER AND BEND
WHERE GREATER SEWER DEPTH
1/8" PER FOOT MIN.
IN SODDED AREAS
SEE NOTE NO. 1
ONLY -
PAVED
SURFACE
I LONG SERVICES
\ \
BRASS CURB STOP �'
VALVE
ROTATE BEND y
�\
���STRAIGHTBALL
S.
LOCKINGNG•..
AS REQUIRED\�
/\\WITH
- ��(SEE
STANDARD 1p'Y1'
LAY ON MIN. 6' PVC SDR 35i/y�PRODUCT
LIST)
UNDISTURBED SOIL 60'�\\
MAX
/
\i.ATERMAIN
LINE
SLOPE UP TOR\
1/8" PER FOOT MIN.W/I-p4
8' % 24'.CONCR/W
SIDESQH.
80 P.V.C. SLEEVE UNDER 316 S,S. DOUBLE STRAP SADDLE
CLEANOUT ON EACH BRANCH
PAVEM'i. TO EXTEND 5' BEYOND WITH BRASS CORPORATION STOP
1
SCHEDULE 40
THE EDGE OF PAVEMENT (SEE STANDARD PRODUCT LIST)
MAKE SERVICE
DOUBLE SERVICE
SANITARY CONNECTION AT
UGSEWER
PVC CLEANOUT
NOTES:
III
MAIN R/W LINE4'-45'
�1 6 MINSERCELINEY
UEE
ELL
I. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED A MINIMUM OF 18"
LINE
ON CENTER.
18- I CLEANOUT ON EACH BRANCH
2. SERVICE LINES SHALL NOT BE PLACED UNDER DRIVEWAYS.
MAXft/WOR EASEMENT LINE
3. ALL METERS REQUIRE A LOCKING BRASS CURB STOP WITH LOCK YANG (1"MIN.).
TO
GRAVITY6NO
FITTINGS BETWEEN CORPORATION STOP AND BRANCH ASSEMBLY.
SINGLE SERVICE
SANITARYPROPERTY LINE5.
SEWER
MA%IMUM SERVICE LENGTH IS 100' TO METER.
SEWER MAIN }Mq%IMUM
MIN. SERVICE LINE).
6. CASING PIPE I.D. SHALL BE SERVICE OD. PLUS 1" MINIMUM.O6"
MINIMUM BEND RADIUS ON SERVICES SHALL BE 14" ON ALL SERVICES BEHIND METER,
t8CLEANOUTCO
F"
PLUG TO REMAIN
8. METER SIZE WILL BE DETERMINED BY PUBLIC UTILITIES DEPT,
MA%.
R/W OR EASEMENT LINE
PVC REDUCER ®
REO'D. FOR CONNECTION
IN PLACE UNTIL
PLUMBER MAKES
UPON APPLICATION FOR SERVICE.
NOTE:
TO CLAY SERVICES ONLY
CONNECTION
9. ALL VALVES TO BE BALL VALVES.
I. SERVICE LATERALS SHALL TERMINATE INSIDE PROPERTY LINE A DEPTH
(DONUTS NOT ALLOWED)
10. METER BOX SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR.
OF 3 FEET AND MARKED N1TH A 2"X 4' TREATED STAKE.
11. ALL SERVCES UNDER ROADWAYS ARE TO BE INSTALLED BY TRENCHLESS METHOD,
2. CLEANOUT INSTALLATION SHALL BE PROPERTY OWNERS RESPONSIBILITY
NOTE:
UNLESS OTHERWISE APPROVED.
AND SHALL BE INSTALLED BY LICENSED PLUMBER.
1. INVERTED BRASS CAP SHALL BE USED IN GRASS AREAS IN LIEU OF CASTING AND
12. ALL EXISTING SERVCES TO BE FIELD VERIFIED BY BUILDER/CONTRACTOR/DEVELOPER;
3, SEE DETAIL PW 2.1 FOR SEPARATION REQUIREMENTS.
CONECOLLAR.
IF EXISTING SERVICE IS GALVANIZED, BUILDER/CONTRACTOR/DEVELOPER SHALL
REPLACE WITH POLYETHYLENE PIPING FROM IN TO THE METER,
2. MINIMUM DEPTH
OF SERVICE LATERAL SHALL BE 3 FEET.
TYPICAL SERVICE CONNECTION PW 9.1a
SEWER SERVICE CONNECTIONS WW 4.1
TYPICAL
RESIDENTIAL CLEANOUT
WW 5.1
OOT BARRIER
(SEE NOTES BELOW)
I— 1111—IIl p
_—
— I 1=1T1—III ,
-
—III
-I L —TI :III 1-"^
I I � 111=111=11=111=111
— I—III—I I �I I I� I1=1I1=1
=T1=1 -III -
TIL —III I I__J I1- '
11=I I I� I I I I_I I I_
-�I�==III-III
4' MIN. CITY FACILITIES
NS. SERVICES.
CITY FACILITIESEMC
(MAINS, SERVICES, ES,)
N T i ETC.)
NOTES:
NOTES:
1. ALL ROOT BARRIERS SHALL BE 4' MINIMUM FROM ALL CITY FACILITIES,
2. THE INSTALLATION OF ROOT BARRIERS SHALL BE COORDINATED WTH CITY AND
1. THIS DISTANCE SHALL BE 10' MINIMUM FROM ALL CITY FACILITIES
INSPECTED BY CITY PRIOR TO BACKFILLING. ALL ROOT BARRIERS SHALL EXTEND
IF NO ROOT BARRIER IS USED,
UP TO FINISHED GRADE.
3. ROOT BARRIERS SHALL BE MINIMUM 36' DEEP. APPROVED PRODUCTS INCLUDE
-DEEP ROOT" AND ROOT SOLUTIONS. FLEXIBLE BARRIERS SHALL BE 36" PANELS
MANUFACTURED BY BIOBARRIER.
4, ALL ROOT BARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS
WRITTEN INSTRUCTIONS.
TYPICAL TREE WITH ROOT BARRIER LD 1.1
TYPICAL TREE WITHOUT ROOT BARRIER LD 1.2
r
Tr
_U SVEAMI�It-
0 LF
► RECEIVE®
JUL 3 0 2018
Town of Guff Stream, FL
CALL 48 HOURS BEFORE YOU DIG.
• IT'S THE LAW
1-800-432-4770
0
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
LL,� ® COPYRIGHT 2018 BY ENMRODESGN ASSOCIATES. INC.
Know what'� U2IOW. THIS DRAWING UNLSS SIGNEDIS PROVIDED INMAT
ED FOR FORIONAL PURPOSES ONLY,
Call before POLI d19. ENGEN ER REPRESENTING ENNROOESGNG ASSOCIATES F INCSIONAI
��; = , 4 S / T o o
N S T A L L A T I O N E A N D G R A T E D 6 x 6 ' . 5 / 5 G A . 4 9 / T O O S 0 . F T . % T E N D 6 ' M I N . A T S I D E S
N
B A C K F I L L A F T E R
I N S T A L L A T I O N O F
I N L E T F I L T E R
T E R F A B R I C
A N D G R A T E
N O T E S N O T T O S C A L E
1 . C O N T R A C T O R 1 5 T O C L E A N I N L E T F I L T E R A F T E R E V E R Y S T O R M .
2 , C O N T R A C T O R T O R E M O V E F A B R I C J U S T P R I O R T O P A V I N G .
A S E D I M E N T T R A P W I L L B E E X C A V A T E D B E H I N D T H E C U R B A T T H E I N L E T . T H E B A S I N
S H A L L B E A T L E A S T 1 2 T O 1 4 I N C H E S I N D E P T H , A P P R O X I M A T E L Y 3 6 I N C H E S I N W I D T H ,
A N D A P P R O X I M A T E L Y 7 T O 1 0 F E E T I N L E N G T H P A R A L L E L T O T H E C U R B .
S T O R M W A T E R W I L L R E A C H T H E S E D I M E N T T R A P V I A C U R B C U T S A D J A C E N T T O E A C H
S 1 D E O F T H E I N L E T S T R U C T U R E . T H E S E O P E N I N G S S H A L L B E A T L E A S T 1 2 I N C H E S I N
L E N G T H . S T O R M W A T E R M A Y A L S O R E A C H T H E B A S I N N A O V E R L A N D F L O W L A N D A R E A
B E H I N D T H E C U R B . T H E C U R B C U T S S H A L L B E R E P A I R E D W H E N T H E S E D I M E N T T R A P I S
R E M O V E O .
N L E T F I L T E R D E T A I L D 8 . 1
L O T 2 1 , G U L F S T R E A M P R O P E R T I E S
( P L A T B O O K 1 8 , P A G E 2 7 )
1 0 1 L r = = ��z ������
T E M r I N G
R Y S I L T
F E N ( T Y P I C A L ) N E W 2 - S T O R Y
S I N G L E F A M I L Y
R E S I D E N C E
F I N I S H F L O O R H E I G H T
E L E V . . ] 5 ' N . A . I D . ( M a i C n E . S T I N C )
T H E I N T E N T O F E R O S I O N C O N T R O L M E A S U R E S I N D I C A T E D G R A P n I C A . L L Y O N
P L A N S P R O J E C T S M . P T H I S R E P R E S E N T E A T I O N S R T O O L P R O V I D E T A I N I D T F O R T H E C D M
O N N E A N D S E E I T N F N C E E O F
A N D O T H E R S E N M E N T A T I O N R E S T R I C T I O N R E O U I R E M E N T S I N T H E R E G I O N .
2 . A P P R O V E D E R O S I O N A N D S E D I M E N T C O N T R O _ M E A S U R E S S H A L L B E I N S T A L L E D
P R I O R T O A N Y C L E A R I N G G R A D I N G . E X C A V A T I O N , F I W N G , O R O T H E R L A N D
S T U S A N C E A C T I W T I E S , E X C E P T T H O S E O P E R A T I O N S N E E D E D T O I N S T A L L
S U C H M E A S U R E S .
3 I N S P E C 1 1 0 N E F A L L E R O S I O N C O N T R O L V E A S O R E S S H A L L O R R E P L A C E M E N T C O N D U C T E D
C S U C H E K L Y .
O R A F T E R M E A S U R E S S H A L L B E M A G E P R _ T Y A S N E E D E D .
4 . K E E P D U S T W I T H I N T O L E R A B L E L I M I T S B Y S P R I N K L I N G O R O T H E R A C C E P T A B L E
6 . F A I L U R E T O P R O P E R L Y I N S T A L L A N D M A I N T A I N E R O S I O N C O N T R O L P R A C T I C E S
S H A L L R E S U L T I N C O N S T R U C T I O N B E I N G " L I E D .
7 . D R A I N A G E I N L E T S S H A L L B E P R O T E C T E D B Y F I L T E R A N D G R A D E D R O C K A S P
I N L E T P R O T E C T I O N D E T A I L
a A l l A C C E S S R O U T E S T O S I E S H A L L B E B A S E D W T H C R U S H E D S T O N E . W H O
P R A C T I C A L .
E R _ " C _ - " E ' S R E S A R E T O B E A N T E D U N T I L P E R . A N C N T
V E R I S
T A B L I S H E D
1 0 W H E R E V E R D F E A S 8 L E . S N A T U R A L V E G E T A T I O N S H A L L B E R E T I N E D A N D P R O M I
1 1 A L L W 1 I S T O B E I N C O M P L L I I A N A C E I N T H E N R O R T H 1 1 E S T I T E O F F L T U O F S E N V D R E U E N L A T I O N S T E T
I R
A N D T H E C 1 1
7 y O F D E L R A Y R E _
2 N X I A R G E
E N T F R O M
D E W A T E R I N G O P E R A T I O N S S H A L L S E R E T A I N E D O N S I T E I N A
C O N T
E R O S I O N C O N T R O L N O T E S D E T A I L D 9 . 1
P O O L
a ��m v
L O T 2 0 0
L 2 O O T E M P A S I L T
F E N G
( , T Y P I C L )
C O N S T R U C T I O N E N T R A N C E
L O C A T I O N T O B E D .
D E T E R M I N E D B Y
I ,
- C O N T R A C T O R A S N E E D E D
1 1 1 , 4 8 -
M I D D L E R O A D
H W w w
t ) r + w - -
G
S T E E L
E % T R A S T R E N G T H F I L T E R F A B R I C W O O D
N E E D E D W I T H O U T V a R E M E S H S U P P O R T ,
F O R A D D I T I O N A L S T R E N G T H
F I L T E R F A B R I C M A T E R I A L C A N
B E A T T A C H E D T O A 6 - I N C H ( M A X . )
M E S H W R E S C R E E N W H I C H H A S
B E E N F A S T E N E D T O T H E P O S T S
F L ' W
1 0 F T . M A X . S P A C I W I T H W I R E S U P P O R T F E N C E
6 F T _ M A X . S P A C I N G W T H W T W I R E S U P P O R T F E N C E
N O T E S '
1 . T H E H E I G H T O F A S I L T F E N C E S H A L L N O T E X C E E D 3 6 I N C H E S ( 9 0 C M )
2 . T H E F I L T E R F A B R I C S H A L L B E P U R C H A S E D I N A C O N T I N U O U S R O L L C U T T O T H E L E N G T H
O F T H E B A R R I E R T O A V O I D T H E U S E O F J O I N T S . O S
3 . P T S S H A L L B E S P A C E D A M A X I M U M O F 1 0 F E E T ( 3 M ) A P A R T A T T H E B A R R I E R L O C A T I O N
A N D D R I V E N S E C U R E L Y I N T O T H E G R O U N D A M I N I M U M O F 1 2 I N C H E S ( 3 0 C M ) . W H E N E X T R A
S T R E N G T H F A B R I C I S U S E D W I T H O U T T H E W I R E S U P P O R T F E N C E , P O S T S P A C I N G S H A L L N O T
E X C E E D 6 F E E T ( 1 . 8 M ) .
4 . A T R E N C H S H A L L B E E X C A V A T E D A P P R O X I M A T E L Y 4 I N C H E S ( 1 0 C M ) W I D E A N D 4 I N C H E S
( , 0 C M ) D E E P A L O N G T H E L I N E O F P O S T S A N D U P S L O P E F R O M T H E B A R R I E R ,
5 . W H E N S T A N D A R D S T R E N G T H F I L T E R F A B R I C I S U S E D , A W I R E M E S H S U P P O R T F E N C E S H A L L
B E F A S T E N E D S E C U R E L Y T O T H E U P S L O P E S I D E O F T H E P O S T S U S I N G H E A V Y D U T Y W I R E
S T A P L E S A T L E A S T T I N C H ( 2 5 M M ) L O N G , T I E W I R E S , O R H O G R I N G S . T H E W I R E S H A L L
E X T E N D I N T O T H E T R E N C H A M I N I M U M O F 2 I N C H E S ( 5 C M ) A N D S H A L L N O T E X T E N D M O R E
T H A N 3 6 I N C H E S ( 9 0 C M ) A B O V E T H E O R I G I N A L G R O U N D S U R F A C E .
6 . T H E S T A N D A R D S T R E N G T H F I L T E R F A B R I C S H A L L B E S T A P L E D O R W R E D T O T H E F E N C E ,
A N D 8 I N C H E S ( 2 0 C M ) O F T H E F A B R I C S H A L L B E E X T E N D E D I N T O T H E T R E N C H , T H E
F A B R I C S H A L L N O T E X T E N D M O R E T H A N 3 6 I N C H E S ( 9 0 C M ) A B O V E T H E O R I G I O N A L
G R O U N D S U R F A C E .
7 . T H E T R E N C H S H A L L B E B A C K F I L L E D A N D T H E S O I L C O M P A C T E D O V E R T H E F I L T E R F A B R I C ,
8 . A L L P R O J E C T S R E Q U I R E S U B M I T T A L O F P O L L U T I O N P R E V E N T I O N P L A N ( P P P ) .
9 . A L L P R O J E C T S I A C . O R M O R E M U S T S U B M I T N O T I C E O F I N T E N T ( N O L ) T O F D E P .
S I L T F E N C E I N S T A L L A T I O N D E T A I L D 9 . 1 0
S h e e t 1 o f 2
i
O I
0
a
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r ��
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F E N C E P O S T
( W O O D O R S T E E L )
R U N O F F
D I C W I D E k 4 ' D E E P )
T R E N C H . B U R Y B O T T O M U
8 ' F A B R I C , A N D
A N C H O R
W / C O M P A C T E D
B A C K F I L L M A T E R I A L
S I L T F E N C E S E C T I O N
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KM = WATER METFR
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CV. = G47E VALVE
CO = SANTARY -'EWER CLEAN Off
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CERTIFIED TO
MCHAEL N. CANNZZARO SR., TRUSTEE OF THE
A$CHAEL N CAMLZZARO, SR. QUALIFIED PERSONAL
RESVENCE TRUST U/T/A 12/27/12
DAY PITAEY LLP
FOEPARTNERS TITLE SERVICES LLC
OLD REP.BLIC NA TIOWAL TITLE AGLRANCE COPANY
TITLE NOTES
THS SLRVEY SHOWS ALL EASEMENTS AAO RIGHTS OF WAY
AS SHOWN ON FIRST AMERICAN TITLE INSLRANCE
COMPANY TITLE COWTMENT FILE AU eER X62-
3926214, DATED JAN. 3, 2019.
09 PARCEL SU3,ECT TO RESTRICTIONS DEDICATIONS
CONDITIONS RESERVATIONS AMD EASEMENTS AS
RECO7DED IN PLAT BOOK 16 PAGE 27. (NOTE AO
PLATTED EASEMENTS AFFECTING SL&ECT PARCEL)
® PARCEL SLEIJECT TO EASEMENT DEED AS RECORDED
W O.R.B. 6727, PAGE 55. (AFFECTS GLLF
STREAM ROAD RIGHT OF WAY L PING EAST OF
SU5I,€CT PARCEL)
DESCRIPTION
LOT 20,6ULF STREAM PROPERTIES, ACCORDING TO THE
PLAT THEREOF, RECORDED IN PLAT 8"18, PAGE
27, OF TUE PU3 IC RECORDS OF PALM BEACH COUNTY,
FLORIDA.
MAP OF AS -BUIL T SURVEY
SITE ADDRESS: 3112 GIAF STREAM ROAD
GUFSTREAM, FLORIDA 33483
I HEREBY CERTIFY THAT THS SURVEY WAS MADE UAER NY RESPQvSIECE CHARGE
AW MEETS THE $TAHOAROS Of PRACTICE AS SET FORTH BY TIF FLORIDA
BOARD OF PRO'E5—AL SURVEYORS AAO MAPPERS W CHAPTER SJ -17. FLORIDA
D—STRnTW COOS. PURSUANT TO SECTION 01027,, FLO A STATUTES
PAUL D. ENGLE
SURVEYOR & MAPPER Jj5708
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