HomeMy WebLinkAboutAttachment A - 2015-5-8_Samson Oceanfront Park-PERMIT SETDRAWING INDEX
CIVIL
C-1 COVER SHEET
C-2 GENERAL NOTES
C-3 GENERAL NOTES
C-4 DEMOLITION PLAN
C-5 SANITARY SEWER PLAN
C-6 SANITARY SEWER PROFILE
C-7 -C-8 SANITARY SEWER DETAILS
C-9 LIFT STATION DETAILS
C-10 GEOMETRY PLAN
C-11 PAVING AND GRADING PLAN
C-12 CIVIL DETAILS
C-13 SIGNING AND PAVEMENT MARKING PLANS
C-14 TRAFFIC CONTROL PLAN & NOTES
C-15 STORMWATER POLLUTION PREVENTION PLAN
ARCHITECTURAL
AS-101 STAGE PLANS
AS-102 SMALL PLAYGROUND PLANS
AS-103 LARGE PLAYGROUND FLOOR PLAN
AS-104 LARGE PLAYGROUND ROOF PLAN
A-101 PROPOSED DEMOLITION PLAN
A-102 PROPOSED FLOOR PLAN
A-103 ELEVATIONS
A-104 BATHROOM INTERIOR ELEVATION
STRUCTURAL
S-1 GENERAL STRUCTURAL NOTES
S-2 BOARDWALK FRAMING PLAN AND DETAILS
S-3 ENTRY WALL PLAN AND DETAILS
S-4 SMART PLAY MOTION STRUCTURE
S-5 PLAY BOOSTER STRUCTURE
S-6 BOARDWALK FRAMING PLAN AND DETAILS
S-7 STRUCTURAL SCHEDULES AND DETAILS
MECHANICAL
M-O.1 MECHANICAL NOTES
M-2.1 RESTROOM MECHANICAL PLAN
ELECTRICAL
E-O.1 ELECTRICAL NOTES
E-1.1 SITE PHOTOMETRIC PLAN
E-1 .2 SITE POWER PLAN
E-1 .3 SITE SECURITY CONDUIT PLAN
E-2 .1 RESTROOM LIGHTING AND POWER PLAN
E-2.2 SWIGGLE STIX PLAYGROUND ELECTRICAL PLAN
E-2.3 STAGE & MOTIONS PLAYGROUND STRUCTURAL PLAN
PLUMBING
P-O.1 PLUMBING NOTES
P-2 .1 RESTROOM SANITARY AND DOMESTIC WATER PLAN
P-5.1 PLUMBING ISOMETRICS
LANDSCAPING
L 1.1 MATERIALS PLAN
L 1.2 ENTRY WALL DETAILS
L1.3 PLAYGROUND DETAILS
L 1.4 WASHDOWN STATION DETAILS
L1.5 FURNISHING DETAILS
L2.1 TREE DISPOSITION PLAN
L2.2 TREE DISPOSITION TABLE AND NOTES
L3.1 PLANTING PLAN -TREES
L3.2 PLANTING PLAN -SHRUBS
L3.3 PLANTING NOTES AND DETAILS
L4.1 IRRIGATION PLAN
L4.2 IRRIGATION NOTES AND DETAILS
CITY OF SUNNY ISLES BEACH
SAMSON OCEANFRONT PARK
17425 Collins Avenue, Sunny Isles Beach, Florida 33160 Folio No. 31-2211-004-0210
& 17451 Collins Avenue, Sunny Isles Beach, Florida 33160 Folio No. 31-2211.-004-0170
LEGAL DESCRIPTION:
ALL OF THAT PART OF THE SOUTH 100 FEET OF THE NORTH 300 FEET OF LOT 3, LYING EAST OF HIGHWAY A-l-A FORMERLY KNOWN AS STATE ROAD NO. 140 OF ''TATUMS
OCEAN PARK", ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10, AT PAGE 64, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY , FLORIDA.
A PORTION OF THE FOLLOWING DESCRIBED REAL PROPERTY WHICH LIES EASTERLY OF STATE HIG HWAY 140 (OTHERWISE KNOWN AS U.S. HIGHWAY AlA):
THE SOUTH 100 FEET OF THE NORTH 200 FEET OF LOT 3 OF "TATUM'S SUBDIVISION OF GOVERNMENT LOT 6", ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT
BOOK 10, AT PAGE 64 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. MORE PARTICULARLY DESCRIBED AS FOLLOWS :
THAT CERTAIN PART OF SAID LOT 3 BOUNDED AND DESCRIBED AS FOLLOWS:
BEGIN AT A POINT 100 FEET SOUTH OF THE NORTHEAST CORNER OF SAID LOT 3, FORMED BY THE INTERSECTION OF THE NORTH LINE OF SAID LOT 3, AND THE ATLANTIC
OCEAN HIGH WATER MARK; THENCE SOUTHERLY ALONG THE HIGHWATER MARK OF THE ATLANTIC OCEAN A DISTANCE OF 100 FEET; THENCE WESTERLY AND
PARALLEL WITH THE NORTH LINE OF SAID LOT 3 TO THE WESTERLY BOUNDARY OF SAID LOT 3; THENCE NORTHERLY AND ALONG THE WESTERLY BOUNDARY OF SAID LOT
3 AND MEANDERING ALONG THE WATERS OF BISCAYNE BAY A DISTANCE OF 100 FEET; THENCE EASTERLY AND AGAIN PARALLEL WITH THE NORTHERLY LINE OF SAID
LOT 3 A DISTANCE OF APPROXIMATELY 1953 .3 FEET TO THE POINT OF BEGINNING; TOGETHER WITH RIPARIAN RIGHTS; SAID AREA COMPRISING A STRIP OF LAND
RUNNING FROM THE ATLANTIC OCEAN TO BISCAYNE BAY , 100 FEET IN WIDTH .
CONTAINING 90 ,95 2 SQ UARE FEE T OR 2.09 ACRES, MORE OR LESS , BY CALCULATIONS.
CUR T I
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DESIGN STUDIO INC .
• ESTRUCTURAL
.. ENGINEERS
2020 NW 190 AVENUE
MIAMI, FLORIDA 33126
PEMBROKE PINES, FL 33029
R.J.Behar & Company, Inc.
En rl .rs
6861 s.w. 196 Avenue , Suite 302
Pembroke Pines , Florida' 33332
Phone: (954) 680-7771 . Fax: (954) 680-7781
CERTIFICATE OF AUTHORIZATION NO. 00008365
ICON DESIGN GROUP -=-
ARCHITECTURE CONSTRUC'T1ON
1200 NOR TH FEDERIJ.. HICHWAY. SUITE No. 200
BOCA RATON. FL 33432 -PHONE: (561)393-5a IB
'IIIIW.ICOtIOCS I GliGROU~NC .COM
EM~L : A R~1Il0 D ICIlN DE~GNGR!lJPIN C.C(]!j IvtkJ\MM
Consulting
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ENGINEERING
ENVIRONMENTAL
ECOLOGICAL
MIAMI-DADE
WATER & SEWER DEPARTMENT
WATER PERMIT SEWER PERMIT
OS -20 15 -518
APPROVED V APPROVED AS EVISED
fj S If (?) IfIAlJlI\I 1--~M~
REVIEWER'S NAME
FEB 1 9 2015
DATE
THIS ACCEPTANCE VALID FOR TWO YEARS AND DOES NOT RELIEVE
THE ENGINEER AND CONTRACTOR FROM COMPLIANCE WITH ALL
COUNTY AND STATE REQUIREMENTS AND AGREEMENTS .
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P.E. LI CENS E NO. 18264
DATE: DECEMBER 20 1 4
CAD FILE: COV ER SHEET
FI LE No .: RJ B 14026
PERMIT SET
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SURVEYOR'S REPORT:DATE OF FIELD SURVEY:The date of completion of original field survey was on June 2, 2014 and an updated field Survey was performed on August 22,2014.LEGAL DESCRIPTION:All of that part of the South 100 feet of the North 300 feet of Lot 3, lying East of Highway A-1-A formerly known as State Road No.140 of "TATUM'S OCEAN PARK", according to the plat thereof recorded in Plat Book 10, at Page 64, of the Public Records ofMiami-Dade County, Florida.Together withThat portion of the following described real property which lies Easterly of State Highway 140 (otherwise known as U.S. HighwayA1A):The South 100 feet of the North 200 feet of Lot 3 of "TATUM'S SUBDIVISION OF GOVERNMENT LOT 6", according to the Plat thereofrecorded in Plat Book 10, at Page 64 of the Public Records of Miami-Dade County, Florida, more particularly described asfollows:That certain part of said Lot 3 bounded and described as follows:Begin at a point 100 feet South of the Northeast corner of said Lot 3, formed by the intersection of the North line of said Lot 3,and the Atlantic Ocean high water mark; thence Southerly along the highwater mark of the Atlantic Ocean a distance of 100feet; thence Westerly and parallel with the North line of said Lot 3 to the Westerly boundary of said Lot 3; thence Northerly andalong the Westerly boundary of said Lot 3 and meandering along the waters of Biscayne Bay a distance of 100 feet; thenceEasterly and again parallel with the Northerly line of said Lot 3 a distance of approximately 1953.3 feet to the point of beginning;together with riparian rights; said area comprising a strip of land running from the Atlantic Ocean to Biscayne Bay, 100 feet inwidth.Containing 90,952 Square Feet or 2.09 Acres, more or less, by calculations.Property Addresses:17451 Collins Avenue, Sunny Isles Beach, Florida 33160Folio No. 31-2211-004-017017425 Collins Avenue, Sunny Isles Beach, Florida 33160Folio No. 31-2211-004-0210ACCURACY:The accuracy obtained by field measurement methods and office calculations of closed geometric figures meets and exceedsthe Minimum Technical Standards requirement for Commercial Area (Linear: 1 foot in 10,000 feet) as defined in Rule 5J-17.051,Florida Administrative Code.Elevations of well identified features as depicted on the Survey Map were measured to an estimated vertical position accuracyof 1/100 of a foot on hard surfaces and 1/10 of a foot on ground surfaces.Well identified features as depicted on the Survey Map were measured to an estimated horizontal position accuracy of 1/10 ofa foot.This Map of Survey is intended to be displayed at a scale of One inch equals Twenty feet or smaller.PERTINENT INFORMATION USED FOR THE PREPARATION OF THE MAP OF SURVEY:North arrow direction is based on an assumed Meridian.%HDULQJVDVVKRZQKHUHRQDUHEDVHGXSRQWKHFHQWHUOLQHRI&ROOLQV$YHQXHZLWKDQDVVXPHGEHDULQJRI1
(VDLGOLQHWRbe considered a well established and monumented line.This property appears to be located in a Flood Zone "AE" with the Base Flood Elevation being 8.0 Feet and Flood Zone "VE" withthe Base Flood Elevation being 10.0 Feet as per Federal Emergency Management Agency (FEMA) Community-Panel Number120688 (City of Sunny Isles Beach), Map No. 0161, Suffix L, Map Revised Date: September 11, 2009.Plat entitled "ESTABLISHMENT OF EROSION CONTROL LINE SUNNY ISLES BEACH UNINCOPORATED DADE COUNTY", recorded in PlatBook 134, Page 47, Miami-Dade County Records.Plat entitled "BULKHEAD LINE", recorded in Plat Book 55, Page 77, Miami-Dade County Records.The Costal Construction Control Line was obtained from a Map prepared for the State of Florida, Department of NaturalResources, recorded In Plat Book 74, Page 25, Miami-Dade County Records.Plat of "SUBDIVISION OF GOV'T LOT 6 SEC. 2-52-42 & GOV'T LOTS 1, 2, 4, 8 & PORTIONS OF 5 & 6 SEC. 11-52-42", recorded in PlatBook 10, Page 64, Miami-Dade County Records.Florida Department of Transportation RIGHT OF WAY MAP for State Road A-1-A, Section 87060, Sheet 32 of 39, last dated March2004.University of Florida Digital Collection entitled: CHARACTERISTICS OF SEASONAL HIGH WATER LINE CHANGE ALONG THE SANDYBEACHES OF THE STATE OF FLORIDA: AN ATLAS, prepared by Subarna Malakar and Robert Dean and sponsored by the FloridaDepartment of Enviromental Protection, Office of Beaches and Coastal Systems and the University of Florida, Department ofCivil and Coastal Engineering, and dated on January 2001.Trustees' Deed, recorded on June 26, 1998 in Official Records Book 18165, at Page 360, of the Public Records of Miami-DadeCounty, Florida.Quit Claim Deed, recorded on July 13, 1998 in Official Records Book 18186, at Page 420, of the Public Records of Miami-DadeCounty, Florida.Legal Description was furnished by client.
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4.5
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8.7
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CONSTRUCTION
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(PORTION OF LOT 2 (P.B. 10 - PG. 64)
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WITH CAP
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OF THE NORTH 200' OF TRACT 3
(P.B. 10 - PG. 64)
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PORTION OF LOT 3
(P.B. 10 - PG. 64)
THE SOUTH LINE OF NORTH 200' OF LOT 3 (P.B. 10 - PG. 64)APPROXIMATE LOCATION OF FLOOD ZONE LINE
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N 584075.49
E 945363.69
N 583874.37 E 945348.64 N 583849.84 E 944897.66
N 584050.61
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O
.
0
0
0
0
8
3
6
5
SA
M
S
O
N
O
C
E
A
N
F
R
O
N
T
P
A
R
K
GE
N
E
R
A
L
N
O
T
E
S
17
4
2
5
/
1
7
4
5
1
C
O
L
L
I
N
S
A
V
,
S
U
N
N
Y
I
S
L
E
S
,
F
L
3
3
1
6
0
C-3
3 16
14026
M-DWASD AGREEMENT ID 21988
MIAMI-DADE
WATER & SEWER DEPARTMENT
WATER PERMIT SEWER PERMIT
APPROVED APPROVED AS REVISED
BY:DATE:
4.
4
1
3.
4
5
3.82
3.844.13
3.8
5
3.9
9
4.1
2
4.1
3
4.
1
2
4.
0
3
4.
1
2
4.
1
6
3.5
5
3.77 3.5
4
3.61
3.8
0
3.663.9
4
3.38
3.65
3.2
2
2.92
2.
9
6
3.
5
4
3.7
5
3.8
8
3.
8
5
3.
9
1
4.18
3.
8
8
4.66
5.03
4.
9
2
4.5
2
4.20
4.40
4.1
4
3.
8
1
3.98
4.07
4.1
4
4.12
5.53
5.
9
4
6.72
6.22
7.03
7.50
8.34
7.86
8.6
9
9
.
1
8
8.
9
0
7
.
9
8
7.47
6.99
6.2
35.
5
4
4.
0
7
8.0
6
8
.
7
2
8.98
8.76
8
.
8
0
8.9
6
9.1
7
8.5
5
8.6
3
9.10
8.9
0
8.81
7.34
7.2
6
7.57
8.0
3
7.94
5.0
3.
9
3.5
3.
6
5.2
5.3
5.7
6.
6
6.
6
6.
8
7.
1
8.4
8.4
7.9
6.
9
8.
7
9.
0
9.1
9.
2
9.0
8.5
3.7
5.8
4.3
7.9
8.1
8.3
9.1
7.0
7.8
8.8
7.6
8.
7
7.
9
9.2
8.1
7.48.0
5.6
6.6
7.6 8.2
7.8
7.
3
7.5
7.
7
3
8.0
7.80
8.9
9.0
5.
7
4.
9
3.8
4.
0
9.1
8.5
9.8 7.5
6.6 6.
0
6.
2
5.
9
6.
1
6.67.
3
6.
1
6.
0
6.3
6.6
6.
4
6.7
6.8
8.
5
8.3
8.1
8.5
6
:
& 0
1
(
6
:
& 0
10
0
'
T
O
T
A
L
R
I
G
H
T
-
O
F
-
W
A
Y
1
(
PORTION OF LOT 2
(P.B. 10 - PG. 64)
20
0
.
9
7
'
(
C
&
M
)
THE NORTH LINE OF THE SOUTH 1
0
0
'
OF THE NORTH 200' OF TRACT 3
(P.B. 10 - PG. 64)
THE SOUTH LINE OF NORTH 300' O
F
T
R
A
C
T
3
(P.B. 10 - PG. 64)
PORTION OF LOT 3
(P.B. 10 - PG. 64)
NORTH LINE OF LOT 3
(P.B. 10 - PG. 64)
1
(
&
2
0
1
.
6
8
'
(
C
&
M
)
1
(
&
1
(
&
PORTION OF LOT 3
(P.B. 10 - PG. 64)
E X I S T I N G C B S B U I L
D
I
N
G
G A R A G E
E X I S T I N G C B S B U I L
D
I
N
G
x4.1
4
'
x4.
2
8
'
x4.4
2
'
x4
.
5
6
'
x7
.
5
2
'
x7
.
7
5
'
x7
.
0
4
'
x7.
4
5
'
x9.1
6
'
x1
1
.
9
7
'
x1
1
.
4
3
'
x3.6
3
'
x4.0
7
'
x3
.
6
5
'
x3
.
5
0
'
x3
.
7
0
'
C B S B U I L D I N G U N D E R C O N S T R U C T
I
O
N
C B S B U I L D I N G
U N D E R C O N S T R U C T I O
N
METAL TRAILER
8.2
5
'
x
x8
.
7
'
x8
.
8
'
x8
.
8
'
x8
.
8
'
8.5
0
'
x
x8
.
9
'
x1
0
.
0
'
x8
.
2
'
x6
.
2
'
x7
.
0
'
x6
.
4
'
x6
.
3
'
x6
.
5
'
x7.
2
'
x6
.
6
'
x6
.
5
'
x7.
0
'
x7
.
0
'
8"
G
A
S
T
E
C
O
2" PL I-3
2" PL I-3
2" WM
18
"
C
I
P
M
-
D
W
A
S
D
S
A
N
8"
M
-
D
W
A
S
D
S
A
N
12
"
W
M
C
N
M
B
EXIST. HOTWIRE
1"-2" HDPE WITH
FIBER OPTIC CABLE
36" DEPTH MIN.
36
"
M
-
D
W
A
S
D
SA
N
.
A
S
-
B
U
I
L
T
3
4
9
-
1
2
8"
G
A
S
T
E
C
O
18
"
V
C
P
M
-
D
W
A
S
D
S
A
N
8" SEWER
8" SEWER
8" SEWER
8" SEWER
36
"
S
T
O
R
M
LP
LP
ȭ C
O
L
L
I
N
S
A
V
E
N
U
E
EXISTING WALL
TO REMAINR/W
(TYP)
PUBLIC SIDEWALK
TO BE REPLACED
EXIST. PRIVATE 4" PVC
SANITARY SEWER MAIN
TO BE REMOVED
C 174th STREET
CO
A
S
T
A
L
C
O
N
S
T
R
U
C
T
I
O
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(P
.
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7
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-
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5
)
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C
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1
0
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1
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8
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FL
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2
9
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,
8
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4
3
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(
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A
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8
8
)
N 584075.49
E 945363.69
N 583874.37
E 945348.64
N 584050.61 E
944906.50
REFER TO ARCHITECTURAL
PLANS FOR INTERIOR BLDG
DEMOLITION
EXIST. RESTROOM
BUILDING TO REMAIN
EXIST. VENDING
MACHINE AREA & MACHINES TO REMAIN
EXIST. PICNIC AREA TABLES AND
CONCRETE ROOF TO REMAIN
EXIST. LIGHTS AND OUTLETS
TO BE REMOVED.
COORDINATE WITH
ELECTRICAL SHEETS
EXIST. TREES TO BE
REMOVED OR PROTECTED IN PLACE.
COORDINATE WITH LANDSCAPE SHEETSEXIST. TREE TO BE
REMOVED. COORDINATE
WITH LANDSCAPE SHEETS
EXISTING FENCE TO BE REPLACED
REFER TO STRUCTURAL & ARCHITECTURAL SHEETS
4' WOODEN POST &
POLE FENCE TO BE
REMOVED
EXISTING FENCE
TO REMAIN
EXISTING FENCE
TO REMAIN
NO STAGING IN
DUNES AREA
EX
I
S
T
.
8
"
S
A
N
.
SF
W
.
P
E
R
M-
D
W
A
S
D
A
S
-
B
U
I
L
T
ES
3
4
9
-
2
9
EX
I
S
T
.
8
"
G
A
S
(
T
E
C
O
)
EX
I
S
T
.
3
6
"
S
T
O
R
M
S
F
W
EX
I
S
T
.
3
6
"
S
A
N
.
F
L
O
W
P
E
R
M-
D
W
A
S
D
A
S
-
B
U
I
L
T
3
4
9
-
1
2
EX
I
S
T
.
1
2
"
W
M
(C
I
T
Y
O
F
N
O
R
T
H
M
I
A
M
I
B
E
A
C
H
)
SET 5/8 " IRON PIPE WITH CAP
(REFER TO SURVEY
BY LONGITUDE)
L
EXISTING SANITARY
LATERAL TO BE CUT
AND CAPPED AT MAIN
(TYP) (REFER TO SANITARY
PLANS FOR DETAILS)
STA. 50+00.00 =
N 583944.79
E 944802.23
C
O
L
L
I
N
S
A
V
E
N
U
E
(
S
T
A
T
E
R
O
A
D
N
o
.
A
1
A
)
FO
R
M
E
R
L
Y
O
C
E
A
N
B
L
V
D
.
S
T
A
T
E
R
O
A
D
N
o
.
1
4
0
N 583849.84
E 944897.66
LEGEND
EXISTING SIDEWALK REMOVAL
EXISTING WALL REMOVAL
EXISTING BOARD-WALK, FOUNDATION & FENCE REMOVAL
EXISTING CURB & GUTTER REMOVAL
EXISTING CAMERA TO REMAIN (PROTECT IN PLACE)
EXISTING FLAG POLE TO REMAIN (PROTECT IN PLACE)
EXISTING ELECTRICAL PANEL TO REMAIN (PROTECT IN PLACE)
EXISTING SHOWER HEADS AND ASSEMBLY TO BE
REMOVED
EXISTING LIGHT POLES TO BE REMOVEDEXISTING 2" WATER MAIN TO REMAIN (PROTECT IN PLACE)
EXISTING WATER PUMP TO REMAIN (PROTECT IN PLACE)
DEMOLITION NOTES:
1.PRIOR TO DEMOLITION CONTRACTOR SHALL IMPLEMENT
THE STORMWATER POLLUTION PREVENTION PLAN (SHEET
C-14).
2.THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR,
SUPERVISION, AND EQUIPMENT REQUIRED FOR THE
ORDERLY DEMOLITION AND REMOVAL OF EXISTING
APPURTENANCES AS SHOWN ON THE DRAWINGS AND
DESCRIBED HEREIN.
3.PROTECT ALL UTILITIES, UNLESS OTHERWISE NOTED.
4.ALL EXISTING STRUCTURES, PAVEMENTS, SLABS,
FOUNDATIONS, AND OTHER EXISTING FEATURES
INDICATED ON THE DRAWINGS TO BE REMOVED SHALL BE
DEMOLISHED AND REMOVED BY THE CONTRACTOR.
DEMOLISH COMPLETELY ON THE PREMISES.
5.REMOVAL OF ANY UTILITY SHALL BE COORDINATED WITH
THE AFFECTED UTILITY COMPANY PRIOR TO
COMMENCEMENT OF CONSTRUCTION. ADEQUATE TIME
SHALL BE PROVIDED FOR RELOCATION AND CLOSE
COORDINATION WITH THE UTILITY COMPANY IS A
NECESSITY TO PROVIDE A SMOOTH TRANSITION IN
UTILITY SERVICE.
6.CONTRACTOR MUST STOP OPERATION AND IMMEDIATELY
NOTIFY THE OWNER FOR PROPER DIRECTION IF ANY
ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS
ENCOUNTERED DURING THE DEMOLITION/EXCAVATION PROCESS.
7.DISPOSAL
7.A. REMOVE AND LEGALLY DISPOSE OF ALL OTHER
RUBBISH, RUBBLE, AND DEBRIS. COMPLY WITH
ALL APPLICABLE LAWS AND REGULATIONS
GOVERNING DISPOSAL OF WASTES AND DEBRIS.
8.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE
SURROUNDING PROPERTIES AND BUILDINGS AT ALL
TIMES DURING DEMOLITION OF THE EXISTING FACILITIES.
9.THE CONTRACTOR SHALL COORDINATE WITH OWNER
PRIOR TO COMMENCEMENT OF ANY WORK. ACTUAL
REMOVAL AND/OR RELOCATION OF ALL EXISTING
LANDSCAPING WITHIN DEMOLITION AREAS SHALL BE
CONDUCTED BY A LANDSCAPE CONTRACTOR. IT IS THE
RESPONSIBILITY OF THE SITEWORK DEMOLITION
CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES
WITH THE LANDSCAPE CONTRACTOR. THE CONTRACTOR
IS RESPONSIBLE FOR REMOVING AND PRESERVING TREES
AS INDICATED ON THE PLANS.
68
6
1
S
.
W
.
1
9
6
A
v
e
n
u
e
,
S
u
i
t
e
3
0
2
3H
P
E
U
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N
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3
L
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)
O
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U
L
G
D
ā
3K
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ā
)
D
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CE
R
T
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F
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C
A
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O
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I
Z
A
T
I
O
N
N
O
.
0
0
0
0
8
3
6
5
SA
M
S
O
N
O
C
E
A
N
F
R
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N
T
P
A
R
K
DE
M
O
L
I
T
I
O
N
P
L
A
N
17
4
2
5
/
1
7
4
5
1
C
O
L
L
I
N
S
A
V
,
S
U
N
N
Y
I
S
L
E
S
,
F
L
3
3
1
6
0
C-4
4 16
14026
EXISTING STATUE TO REMAIN (PROTECT IN PLACE)
REFER TO LANDSCAPE PLANS FOR TREES TO BE
REMOVED/PROTECTED IN PLACE.
REFER TO ELECTRICAL PLANS FOR ELECTRICAL OUTLETS
AND UPLIGHTS TO REMAIN OR BE REMOVED.
M-DWASD AGREEMENT ID 21988
THIS SHEET IS NOT A PART OF M-DWASD REVIEW NOR APPROVAL
EXISTING BENCHES TO BE REMOVED AND
TRANSPORTED TO THE CITY PUBLIC WORKS FACILITY
CONTRACTOR TO FIELD VERIFY SANITARY SEWER
LATERAL LOCATIONS BEFORE EXCAVATING ON 36"
SANITARY SEWER MAIN.
NOTES TO THE CONTRACTOR:
CONTRACTOR TO REMOVE AND DELIVER ALL EXISTING
SIGNS TO THE CITY OF SUNNY ISLES PUBLIC WORKS
DEPARTMENT FACILITY FOR DISPOSAL.
8"
G
A
S
T
E
C
O
2" PL I-3
2" PL I-3
2" WM
18
"
C
I
P
M
-
D
W
A
S
D
S
A
N
8"
M
-
D
W
A
S
D
S
A
N
12
"
W
M
C
N
M
B
EXIST. HOTWIRE
1"-2" HDPE WITH
FIBER OPTIC CABLE
36" DEPTH MIN.
36
"
M
-
D
W
A
S
D
SA
N
.
A
S
-
B
U
I
L
T
3
4
9
-
1
2
8"
G
A
S
T
E
C
O
18
"
V
C
P
M
-
D
W
A
S
D
S
A
N
8" SEWER
8" SEWER
8" SEWER
8" SEWER
36
"
S
T
O
R
M
4.41
3.45
3.
8
2
3.8
4
4.1
3
3.
8
5
3.
9
9
4.12
4.
1
3
4.1
2
4.0
3
4.1
2
4.1
6
3.55
3.7
7
3.
5
4
3.
6
1
3.80
3.6
63.94
3.
3
8
3.65
3.
2
2
2.9
2
2.
9
6
3.5
4
3.
7
5
3.
8
8
3.85
3.91
4.1
8
3.8
8
4.6
6
5.0
3
4.9
2
4.52
4.2
0
4.4
0
4.14
3.8
1
3.
9
8
4.0
7
4.14
4.12
5.
5
3
5.9
4
6.7
2
6.
2
2
7.0
3
7.5
0
8.34
7
.
8
6
8.
6
9
9.
1
8
8.90
7.98
7.4
7
6.9
9
6.
2
35.5
4
4.07 8.06
8.
7
2
8.98
8.76
8.80
8.
9
6
9.1
7
8.
5
5
8.
6
3
9.10
8.
9
0
8.81
7.34
7.
2
6
7.
5
7
8.
0
3
7.94
5.0
3.9
3.
5
3.6
5.
2
5.
3
5.7
6.6
6.6
6.8
7.1
8.4
8.
4
7.
9
6.9
8.
7
9.0
9.
1
9.2
9.0
8.
5
3.
7
5.
8
4.
3
7.9
8
.
1
8.3
9.1
7.
0
7.8
8.8
7.
6
8.7
7.9
9.2
8.1
7.
4
8.
0
5.6
6.
6
7.6 8.
2
7.
8
7.3
7.5
7.73
8.0
7.8
0
8.
9
9.0
5.7
4.9
3.8
4.0
9.1
8.
5
9.
8
7.
5
6.6
6.0
5.9
6.1
6.67.3
6.1
6.0
6.3
6.7
6.8
8.5
8.3
8.
1
8.5
6
:
& 0
1
(
6
:
& 0
1
(
20
0
.
9
7
'
(
C
&
M
)
1
(
&
2
0
1
.
6
8
'
(
C
&
M
)
1
(
&
1
(
&
x4.
1
4
'
x4.2
8
'
x4
.
4
2
'
x4.5
6
'
x7.5
2
'
x7
.
7
5
'
x7
.
0
4
'
x7
.
4
5
'
x9
.
1
6
'
x1
1
.
9
7
'
x1
1
.
4
3
'
x3
.
6
3
'
x4.
0
7
'
x3
.
6
5
'
x3
.
5
0
'
x3.
7
0
'
8.2
5
'
x
x8
.
7
'
x8
.
8
'
x8
.
8
'
x8
.
8
'
8.
5
0
'
x
x8
.
9
'
x10
.
0
'
x8
.
2
'
x6
.
2
'
PP
SEWE
R
SEW
E
R
SEWER
EXISTING PRIVATE
4" PVC SAN. SEWER MAIN
(TO BE REMOVED)
EXISTING 2" WATER LINE
TO REMAIN
P
LP
LP
L
ȭ C
O
L
L
I
N
S
A
V
E
N
U
E
ȭ SURVEY
PROP. 23 LF 2"
PVC SAN FM
PROP. PRIVATE 6" PVC
SAN SEWER
(102 LF) @ 1.00%
NW 174TH STREET
P
CO
L
L
I
N
S
A
V
E
N
U
E
PROP. GRINDER PUMP
STA. 51+47.18
RIM ELEV. 5.00'
INV. ELEV. 1.00' (SW)
INV. ELEV. 2.10' (SE)
1.0% MIN.
LS-1
EXIST. FPL PANEL (TO REMAIN)
PROP. 8" D.I.P. SAN. SEWER
(80 LF) @ MIN. 0.40%
MH-1
IINSTALL PRIVATE SAN. SEWER
CLEAN-OUT WITH TRAFFIC
RATED COVER AS PER
M-DWASD STANDARD
DETAILS SS 21.00 & 22.0
STA. 53+77.10
11.70' LT
SA
N
D
STA. 50+27.00
(38.50' LT)
CONSTRUCT TYPE "A" MANHOLE
AS PER M-DWASD STANDARD
DETAIL SS7.0
RIM ELEV. 4.10
INV. ELEV. -0.32' (N)
INV. ELEV. -0.32' (S)
INV. ELEV. -0.32' (E)
MH-1
STA. 50+67.50
(34.50' LT)
CONSTRUCT CONFLICT
STRUCTURE W/ EXIST.
36" STORM SEWER*
RIM ELEV. 4.10
INV. ELEV. -0.19' (E)
INV. ELEV. -0.16' (W)
DIAMETER: 5.00'
MH-3
STA. 51+15.00
(29.40' LT)
CONSTRUCT PRIVATE
TYPE "A" MANHOLE
AS PER M-DWASD STANDARD
DETAIL SS7.0
RIM ELEV. 4.19
INV. ELEV. 0.00' (W)
INV. ELEV. 0.00' (NE)
EXIST. LIGHT POLE
(TO REMAIN)
EXIST. IRRIGATION PUMP
(TO REMAIN)
COASTAL CONSTRUCTION
CONTROL LINE (CCCL)
6
:
EXIST. 10 LF WALL
(TO BE REPLACED)
PROP. M-DWASD EASEMENT
(15' x 19.60')
INSTALL PRIVATE SAN. SEWER
CLEAN-OUT WITH TRAFFIC
RATED COVER
AS PER M-DWASD STANDARD
DETAILS SS 21.00 & 22.0
STA. 52+44.50
41.75' LT
8.
5
'
+06.42
65.00' LT
95
.
0
0
'
EXIST. MH 34
(M-DWASD
AS-BUILT 349-29)
RIM ELEV. 5.06'
8" PIPE
INV ELEV. -0.84 (N)
INV ELEV. -1.09 (S)
INV ELEV. -1.09 (E)
CURB & GUTTER
TYPE "F"
CURB & GUTTER
TYPE "F"
+93.04
51.50' LT
+93.35
27.27' LT
STA. 51+00.00 =
N 583950.22
E 944902.08
1
(
1
(
50.00'
R/W
R/W
L
PL
EXIST. MH 33
(M-DWASD
AS-BUILT 349-13)
RIM ELEV. 5.88'
36" PIPE
INV. ELEV. -6.47 (N)
36" PIPE
INV. ELEV. -6.47 (S)
8" PIPE
INV. ELEV. 1.93 (E)
8" PIPE
INV. ELEV. -1.33 (W)
MH-3
EXIST. SEW. MH
(TO REMAIN)
EXIST. WALL
TO REMAIN
EXIST. FLAG POLE TO REMAIN
EX
I
S
T
.
8
"
S
A
N
.
S
F
W
.
P
E
R
M-
D
W
A
S
D
A
S
-
B
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3
4
9
-
2
9
EX
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S
T
.
8
"
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A
S
(
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C
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)
EX
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S
T
.
3
6
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S
T
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S
F
W
.
EX
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S
T
.
3
6
"
S
A
N
.
F
L
O
W
P
E
R
M-
D
W
A
S
D
A
S
-
B
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4
9
-
1
2
EX
I
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T
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2
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W
M
(C
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O
F
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A
M
I
B
E
A
C
H
)
N 583849.84
E 944897.72
15
.
0
0
'
19.50'
EXIST. MH
RIM ELEV. 5.86'
INV ELEV. 1.30 (N)
INV ELEV. 1.30 (S)
174th STREET
STA. 50+00.00 =
N 583944.79
E 944802.23
INSTALL PRIVATE SAN. SEWER
CLEAN-OUT WITH TRAFFIC
RATED COVER
AS PER M-DWASD STANDARD
DETAILS SS 21.00 & 22.0
STA. 54+04.65
40.00' RT
FL
O
O
D
Z
O
N
E
:
A
E
EL
E
V
A
T
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:
8
.
0
'
(
N
G
V
D
2
9
)
,
6
.
4
3
'
(
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A
V
D
8
8
)
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:
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0
.
0
'
(
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V
D
2
9
)
,
8
.
4
3
'
(
N
A
V
D
8
8
)
R/W
1.
4
4
'
MH-4
PROP. 23 LF 6" PVC LAT.
@ SLOPE 1
8" PER FOOT
PROP. 6" PVC CLEANOUT WITH TRAFFIC
RATED COVER PER MD-WASD SS1.0
PROP. PRIVATE
MH-4
PROP. MH-3
MH-4
STA. 51+28.75
(54.20' LT)
CONSTRUCT PRIVATE
TYPE "A" MANHOLE
AS PER M-DWASD STANDARD
DETAIL SS7.0
RIM ELEV. 4.40
INV. ELEV. 1.00' (W)
INV. ELEV. 0.26' (NE)
CMH-2
CMH-2
PRIVATE
ELECTRIC
MH
DIP CASING MATERIAL
SEE DETAIL ON SHEET C-7
PROP. PRIVATE 6" PVC
SAN SEWER
(134 LF) @ 1.00%
PROP. PRIVATE 6" PVC
SAN SEWER
(64 LF) @ 1.00%
CUT & CAP EXIST. LAT.
AND ABANDON IN R/W
IF APPLICABLE (TYP.)
CUT & CAP EXIST. LATERALS AT MAIN
AND ABANDON IN R/W
IF APPLICABLE (TYP.)
CUT & CAP EXIST. LAT.
AND ABANDON IN R/W
IF APPLICABLE (TYP.)
C
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O
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N
o
.
1
4
0
6" SAN. SEWER
INV. ELEV. 5.88'
COORDINATE 6" SEWER CONNECTION
WITH PLUMBING SHEETS
PROP. AIR RELEASE VALVE
PER M-DWASD DETAILS SS11.0 & SS 21.0
PAVEMENT RESTORATION (SEE PAVEMENT
DESIGN ON SHEET C-7)
LEGEND
PROP. MANHOLE
GRINDER PUMP
DENOTES M-DWASD DEDICATED EASEMENT
NOTES:
1.SALTWATER INTRUSION AREA. ALL PROP. D.I.P. PIPES AND FITTINGS TO
HAVE POLYETHYLENE ENCASEMENT PER M-DWASD DETAIL A 9.0.
2.FOR CONNECTIONS TO VCP, THE CONTRACTOR SHALL TELEVISE THE VCP
BEFORE AND AFTER INSTALLATION.
3.CUT AND PLUG ALL 8" SANITARY SEWER LATERALS AT THE MAIN. CONTRACTOR
TO FIELD VERIFY SANITARY SEWER LATERAL LOCATIONS BEFORE EXCAVATING ON
36" SANITARY SEWER MAIN.
R
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0
C-5
5 16
14026
* FOR CONFLICT STRUCTURE DETAILS
SEE SHEET C-7: DETAILS
M-DWASD AGREEMENT ID 21988
VAULT
MIAMI-DADE
WATER & SEWER DEPARTMENT
WATER PERMIT SEWER PERMIT
APPROVED APPROVED AS REVISED
BY:DATE:
EXISTING 36"
SANITARY SEWER
IE -6.41
EXISTING GROUND
PROP. 8" DIP SAN. SEWER
90 LF @ 0.4% MIN.
PROP. 23 LF 6" PVC LAT.
@ SLOPE 1
8" PER FOOT
INV. 0.26'
(FOR CONTINUATION
SEE PROFILE B)
MH-1
MH-3
R/W LINE
BOT. EL. -0.99'
BOT. EL. -0.85'
BOT. EL. -0.67'
PROPERTY LINE
EXISTING
8" W.M.
INV. 0.29
INV. -0.32'
INV. 0.00'
EXISTING 8"
GAS (6" COVER MIN.)
1.
2
0
'
2.
5
0
'
EXISTING 8"
SANITARY SEWER
IE -0.32
EXISTING 36"
STORM SEWER
IE 0.29
1" - 2" HDPE WITH FIBER OPTIC
CABLE 36" DEPTH MIN.
(TO BE RELOCATED BY HOTWIRE
PRIOR TO CONSTRUCTION)
3.
3
1
'
8" D.I.P.0.4%
PUBLIC PRIVATE
8"8"
INV. -0.18'
8"
4.10 4.10 4.19
4.13
EASEMENT LIMITS
7.42'
PROP. MH
CMH-2
ELECTRIC
DUCT
INV. -2.22'
0.
8
'
CLEAN-OUT
WITH TRAFFIC
RATED COVER
R/W LINE
EXISTING GROUND
MH-3 LS-1
PROPERTY LINE
BOT. EL. -0.67'
IN
V
.
1
.
0
0
'
PROP. 8" DIP
SAN. SEWER (90 LF @ 0.4%)
INV. 0.00'
(FOR CONTINUATION
SEE PROFILE A)
PROP. 25 LF 2" PVC
PRIVATE SAN. F.M.
PROP. 6" PVC PRIVATE SAN. SEWER
(300 LF @ 1%)
INV. 2.10'
(FOR CONTINUATION
SEE PROFILE C)
CLEAN-OUT
WITH TRAFFIC
RATED COVER
5.00
4.19
5.4'
EASEMENT LIMITS
MH-4
PROP. PRIVATE MH
PROP. 23 LF 6" PVC LAT.
@ SLOPE 1
8" PER FOOT
INV. 0.26'
PUBLIC PRIVATE
PROP. AIR RELEASE VALVE
STA. 51+60.00
CONNECT PROP. 6" PVC
PRIVATE SANITARY SEWER
TO PROP. 6" PIPE
REFER TO PLUMBING PLANS
IE 5.88'
EXISTING BUILDING
PROP. 2" PVC PRIVATE SAN. F.M.
INV. 1.00
(50 LF)
(FOR CONTINUATION
SEE PROFILE B)
EXISTING GROUND
CLEAN-OUT WITH
TRAFFIC RATED COVER
LS-1
PROP. 6" PVC PRIVATE SAN. SEWER
(300 LF @ 1%)
6" PVC
˥1% MIN.
INV. 2.10'
CLEAN-OUT WITH
TRAFFIC RATED COVER
PROP. 6" PIPE5.00
7.58
8.77 8.89
CLEAN-OUT
WITH TRAFFIC
RATED COVER
8.90
STA. 50+27.00
(38.50' LT)
CONSTRUCT TYPE "A" MANHOLE
AS PER M-DWASD STANDARD
DETAIL SS7.0
RIM ELEV. 4.10
INV. ELEV. -0.32' (N)
INV. ELEV. -0.32' (S)
INV. ELEV. -0.32' (E)
MH-1 CMH-2
STA. 50+67.50
(34.50' LT)
CONSTRUCT CONFLICT
STRUCTURE W/ EXIST.
36" STORM SEWER*
RIM ELEV. 4.10
INV. ELEV. -0.19' (E)
INV. ELEV. -0.16' (W)
DIAMETER: 5.00'
MH-3
STA. 51+15.00
(29.40' LT)
CONSTRUCT PRIVATE
TYPE "A" MANHOLE
AS PER M-DWASD STANDARD
DETAIL SS7.0
RIM ELEV. 4.19
INV. ELEV. 0.00' (W)
INV. ELEV. 0.00' (NE)
MH-3
LS-1
PROP. GRINDER PUMP
STA. 51+47.18
RIM ELEV. 5.00'
INV. ELEV. 1.00' (SW)
INV. ELEV. 2.10' (SE)
MH-4
STA. 51+28.75
(54.20' LT)
CONSTRUCT PRIVATE
TYPE "A" MANHOLE
AS PER M-DWASD STANDARD
DETAIL SS7.0
RIM ELEV. 4.40
INV. ELEV. 1.00' (W)
INV. ELEV. 0.26' (NE)
8
6
4
2
0
-2
-4
-6
-8
-10
51+00
SEWER PROFILE A
SCALE: 1" = 20'-0" HOR.
1" = 2'-0" VERT.
10
50+00
8
6
4
2
0
-2
-4
-6
-8
-10
10
51+00 52+00
PUBLIC R/W
SEWER PROFILE B
CITY OF SUNNY ISLES R/W
2
0
-2
-4
-6
-8
-10
8
6
4
10
52+0051+00 53+00 54+00
SEWER PROFILE C
* FOR CONFLICT STRUCTURE DETAILS SEE SHEET
C-7: SANITARY SEWER DETAILS
CITY OF SUNNY ISLES R/W
NOTE:
SALTWATER INTRUSION AREA. ALL
PROP. D.I.P. PIPES AND FITTINGS TO
HAVE POLYETHYLENE ENCASEMENT
PER M-DWASD DETAIL A 9.0.
R
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C-6
6 16
14026
M-DWASD AGREEMENT ID 21988
NOT A PART OF M-DWASD REVIEW NOR APPROVAL
2'
M
I
N
.
8"8"
6" MIN.6" MIN.
7'-4"
12
"
5' MIN.
VA
R
I
E
S
1'
-
6
"
M
I
N
.
4'
-
0
"
M
A
X
.
24" MIN.
#4 BARS @ 12" O.C. EACH
WAY AT MID DEPTH
CONFLICT SANITARY SEWER
PIPE @ PROJECTED SLOPE
ENCASING PIPE 4" MINIMUM
CLEARANCE TO CONFLICT
SANITARY SEWER PIPE
(WALL OPENING MUST BE
ENCASING PIPE O.D. PLUS 4")
STORM WATER PIPE
(WALL OPENING MUST BE STORM
WATER PIPE O.D. PLUS 4")
PRECAST CONCRETE
(OTHERWISE NOTED)
REINFORCED CONCRETE SECTION
#4 BARS @ 12" O.C. EACH WAY
(KEYED TO LOWER WALL)
MANHOLE RIM ELEVATION TO
BE AT PROPOSED FINISHED
GRADE EXCEPT WHERE
OTHERWISE NOTED
FRAME AND COVER TO BE
USF 385 RING & 'OD' COVER
PROVIDE STRUCTURE TOP
WITH OFFSET HOLE FOR
ACCESS. DO NOT PLACE
MANHOLE OPENING
DIRECTLY OVER THE
CONFLICT SLEEVE.
1'
M
I
N
.
1' TYP.
5' MIN.
PIPE SLEEVE SHALL BE
OFFSET IN STRUCTURE
FOR ACCESS
CONCRETE BRICKS TO GRADE
MINIMUM 3 COURSES
MAXIMUM 5 COURSES
GENERAL NOTES:
1.PRECAST CONCRETE MANHOLES SHALL CONFORM TO ASTM
C478, SHALL BE TYPE ii ACID RESISTANT CEMENT AND SHALL
MAINTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI IN
28 DAYS
2.REFER TO FDOT INDEX 200 FOR ADDITIONAL DETAILS AND
SPECIFICATIONS.
3.ALL REINFORCING BARS SHALL BE ASTM A615 GRADE 60, ALL
COVER SHALL BE 3 INCHES MINIMUM.
4.ALL OPENINGS SHALL BE SEALED WITH ELASTOMETRIC GROUT
(TYPE 3 CEMENT).
5.O.D. = OUTSIDE DIAMETER
CONFLICT MANHOLE SECTION DETAIL
N.T.S.
CONFLICT MANHOLE PLAN DETAIL
N.T.S.
R
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C-7
7 16
14026THIS SHEET IS NOT A PART OF M-DWASD REVIEW NOR APPROVAL
M-DWASD AGREEMENT ID 21988
R
68
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C-8
8 16
14026
M-DWASD AGREEMENT ID 21988
THIS SHEET IS NOT A PART OF M-DWASD REVIEW NOR APPROVAL
6'-0" SQUARE
ARM SHAFT ASSEMBLY.
TO REMOVE LEVER
SHALL BE AS REQ'D.
** MINIMUM DIMENSION
4"TYP 8"
N.T.S.
8"
NOTE: ACTUAL ORIENTATION OF STATION TO BE
IN ACCORDANCE WITH SITE PLAN.
ASPHALT
SST 316 CABLE
SINGLE LEAF
ALUM COVER *FLXPE
WALL PIPE
12
"
TOP/SLAB
EL "A"
SST 20/20 MESH
INSECT SCREEN
HANGER
*PRESSURE GAUGE ISOLATION VALVE BETWEEN TWO FLANGES NEED TO BE FILLED WITH OIL
PVC INFLUENT PIPE
(REFER TO SITE PLAN
FOR ORIENTATION)
FLEXIBLE MANHOLE COUPLING
W/SS CLAMP
4' DIAMETER
6:((3
ELBOW
POWER CABLE IN MIN. SCH 80-2" PVC
CONDUIT TO CONTROL CENTER
FILLET LINE
PUMP NO.1
PIPE SLEEVE
(TYP OF 4)
1" SCH 80 PVC BUBBLER TO CONTROL CENTER
ALARM CABLE IN 1" SCH. 80 PVC CONDUIT TO CONTROL CENTER
PUMP NO. 2
DIP
FLGxP.E.
(TYP)
EMERGENCY
PUMP CONNECT
W/CAP
GATE VALVE CHECK VALVE (TYP)
4" FEMALE CAMLOCK
CHECK
VALVE
(TYP)
RESTRAINING PLATE
(TYP 2 OF 2)
PRESSURE
GAUGE
(TYP)
GATE VALVE W/
FLANGE ENDS
(TYP)**
PIPE
SUPPORT
2" PVC
PRESSURE
TRANSMITTER
VALVE BOX SETTING
3"
PUMP MOUNTING PLATE
(TYP OF 2)
SST ANCHOR
BOLTS AS REQD.
BY PUMP MFR
WELWELL TO BE
REINFORCED PER
ASTM C478
GROUT
FILLET
PUMP &
MOTOR
PVC INFLUENT
FLEXIBLE MANHOLE COUPLING
LOW LEVEL FLOAT SWITCH CABLE
BUBBLER INSTALLATION
RAMNEK JOINT FILLER
(TYP ALL JOINTS)FLANGED
DIP DISCHARGE
STAINLESS STEEL
GUIDE BAR
DISCHARGE
PIPE EL. "B"
#5 @ 6"
O.C. - E.W.
4" DIP
VENT
DOUBLE LEAF
ALUM COVER
TOP EL. "A"
FIN GRADE
EL
#4 @ 12"
O.C. -E.W.
GATE VALVE W/
MECH. JOINT ENDS
#4 @ 12"
O.C. -E.W.
OUTLET TO EMERGENCY
PUMP CONNECT
PRESSURE GAUGE
(0-60 PSI)
CHECK
VALVE
2" PVC DRAIN W/ TRAP
(SLOPE TO WETWELL)
SUPPORT EVERY TEN FEET
----X----FLG REDUCER
(AS REQUIRED)
SST 316 LIFTING CHAIN
LOOP THRU PUMP LIFT
HANDLE & ATTACH WITH
2 SST 316 BOLTS
GROUND ELEVATION
GATE VALVE
CHECK
VALVE
PRESSURE GAUGE
(0-60 PSI)
4" FEMALE CAMLOCK
INV EL "C"
HIGH LEVEL FLOAT SWITCH EL "D"
HIGH LEVEL ALARM "E"
LAG PUMP ON EL= "F"
PUMPS OFF EL= "H"
LEAD PUMP ON EL= "G"
"J"10"10"2'-0"8"P"8"
MIN MIN MIN
N.T.S.
K
I
NOTE: ALL ELEVATIONS ARE N.A.V.D.
PUMP DISCHARGE PIPE DIAMETER
WET WELL BASE SLAB ELEVATION
INFLUENT PIPE INVERT ELEVATION
C DISCHARGE PIPE ELEVATION
ELEVATION DATA
BASE SLAB THICKNESS
VALVE BOX SIZE
OPERATING RANGE
PUMP WEIGHT
CYCLE (HZ)
VOLTS
PHASE 3
60
MANUF
MODEL
TOTAL DYNAMIC HEAD (FT)
MAX. SOLID SIZE
IMPELLER NUMBER
H.P.
SIZE
R.P.M.
DESIGN G.P.M.
NUMBER OF PUMPS
P U M P
INFLUENT PIPE DIAMETER
WETWELL INSIDE DIAMETER [MIN. (6'0")]
ALL PUMPS OFF
LEAD PUMP ON
LAG PUMP ON
HIGH WATER FLOAT SWITCH
HIGH WATER ALARM
TOP SLAB ELEVATION
L
PUMP DATA TABLE
"P"
"M"
"N"
"L"
4.00'
X
12"
2"
ELEVATION "F"
ELEVATION "H"
ELEVATION "G"
ELEVATION "I"
"J"
"K"
4.00'
6"
-2.90'
0.86'
1.00
1.50'
ELEVATION "E"
ELEVATION "D"
ELEVATION "C"
ELEVATION "B"
ELEVATION "A"
2.10'
2.00'
1.90'
1.00'
5.00'
2
60
16.60
FLY6T
MP3085-172
259
3435
4
2"
N/A
230
120
R
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1
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0
C-9
9 16
14026
M-DWASD AGREEMENT ID 21988
THIS SHEET IS NOT A PART OF M-DWASD REVIEW NOR APPROVAL
8"
G
A
S
T
E
C
O
2" PL I-3
2" PL I-3
2" WM
18
"
C
I
P
M
-
D
W
A
S
D
S
A
N
8"
M
-
D
W
A
S
D
S
A
N
12
"
W
M
C
N
M
B
EXIST. HOTWIRE
1"-2" HDPE WITH
FIBER OPTIC CABLE
36" DEPTH MIN.
36
"
M
-
D
W
A
S
D
SA
N
.
A
S
-
B
U
I
L
T
3
4
9
-
1
2
8"
G
A
S
T
E
C
O
18
"
V
C
P
M
-
D
W
A
S
D
S
A
N
8" SEWER
8" SEWER
8" SEWER
8" SEWER
36
"
S
T
O
R
M
PP
SEWE
R
SEW
E
R
SEWER
EXIST. 2" WATER MAIN
(TO REMAIN)
ɓ
ɓ
ɓ
ȭ C
O
L
L
I
N
S
A
V
E
N
U
E
EXIST. IRR. WATER PUMP
(TO REMAIN)
PROP. 6" PVC SAN SEWER
(300 LF) @ 1.00%
REFER TO SANITARY SEWER PLAN
EXIST. SAN. SEWER MH
(TO REMAIN)
6
:
& 0
1
(
6
:
& 0
1
(
20
0
.
9
7
'
(
C
&
M
)
1
(
&
2
0
1
.
6
8
'
(
C
&
M
)
1
(
&
1
(
&
x4
.
1
4
'
x4
.
2
8
'
x4
.
4
2
'
x4
.
5
6
'
x7.5
2
'
x7.
7
5
'
x7.
0
4
'
x7
.
4
5
'
x9.
1
6
'
x1
1
.
9
7
'
x1
1
.
4
3
'
x3
.
6
3
'
x4.
0
7
'
x3
.
6
5
'
x3.
5
0
'
x3
.
7
0
'
8.25
'
x
x8
.
7
'
x8.
8
'
x8
.
8
'
x8
.
8
'
8.
5
0
'
x
x8
.
9
'
x1
0
.
0
'
x8
.
2
'
x6
.
2
'
x7.
0
'
x6
.
4
'
x6
.
3
'
x6
.
5
'
x7
.
2
'
x6
.
6
'
x6
.
5
'
x7
.
0
'
x7
.
0
'
CO
L
L
I
N
S
A
V
E
N
U
E
EXIST. FPL STATION
(TO REMAIN)
EXIST. MH
(TO REMAIN)
PROP. STAGE AND CONC. ROOF
(SEE ARCHITECTURE & STRUCTURAL
SHEETS FOR DETAILS)
PROP. WALL & SHOWER HEADS
(SEE STRUCTURAL SHEET A-102)
SA
N
D
EXIST. FPL MH
(TO REMAIN)
EXIST. FLAG POLE
(TO REMAIN)
PROP. COLUMNS & WALL
(SEE LANDSCAPE SHEETS)
EXIST. FPL MH
(TO REMAIN)
PROP. SEAWALL & COLUMNS
(SEE STRUCTURAL & LANDSCAPE SHEETS)
EXIST. PICNIC AREA &
CONC. ROOF STRUCTURE
(TO REMAIN)
PROP. WASHDOWN STATION
(SEE LANDSCAPE SHEET L1.4)
PROP. 8'X10' STORAGE SHED
+95.02
48.27' RT
PROP. 12' DRIVEWAY
(SEE FDOT DRIVEWAY DETAIL
THIS SHEET)
EXIST. VENDING MACHINES
AND WALLS (TO REMAIN)
EXIST. BUILDING & ROOF STRUCTURES
(TO REMAIN)
PROP. INTERIOR & RESTROOMS
(SEE ARCHITECTURAL SHEETS)
R
2
6
7
'
R 75'
R
3
8
'
R 3
5
'
ELECTRICAL METER
& LIGHT POLE
(TO BE RELOCATED)
1
2
'
25
.
5
'
PROP. ENTRY WALL (REFER TO SHEET S-3 & L1.2
FOR INSTALLATION AND FINISH DETAILS
+36.70
52.96' RT
+73.04
73.08' RT
+89.12
63.14' RT
+72.31
30.42' LT
+76.97
50.42' LT+40.39
52.66' LT
+06.02
66.15' LT
R 1
5
7
'
+30.66
68.26' RT
N: 583849.84
E: 944897.66
STA. 51+00.00 =
N: 583950.22
E: 944902.08
ȭ SURVEY
N: 584050.61
E: 944906.50
20
'
40'
PROPOSED BUS STOP
SHELTER
+2.40
70.61' LT
+53.89
73.35' LT
+59.73
78.64' LT
20'
12
'
R 2'
+12.45
61.29' LT
R
2
5
7
'
+44.08
46.42' LT
R
3
'
+56.13
72.07' RT
R
2
0
'
N 583876.87
E 945208.15
N 583874.88
E 945214.73
+33.95
73.47' LT
+35.28
73.29' LT
+41.09
74.51' LT
R
2
'
R
1
'
(T
Y
P
.
)
(
T
Y
P
.
)
+79.41
72.42' LT
+84.82
70.60' LT
+86.17
70.69' LT
CO
A
S
T
A
L
C
O
N
S
T
R
U
C
T
I
O
N
CO
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R
(P
.
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.
7
4
-
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G
.
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5
)
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C
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R
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Y
1
0
,
1
9
8
2
SAW CUT & MATCH
EXISTING
NOTE:
SOILS EXCAVATED
EAST OF CCCL SHALL
REMAIN EAST OF CCCL
WITHIN THE PROPERTY
R/W
C
O
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L
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4
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C 174th STREET FL
O
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:
X
FL
O
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)
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3
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(
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)
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EL
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9
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6
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3
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(
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A
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8
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FL
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E
:
V
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EL
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1
0
.
0
'
(
N
G
V
D
2
9
)
,
8
.
4
3
'
(
N
A
V
D
8
8
)
PROPOSED
FIRE HYDRANT.
STA. 51+5.50
68' LT
INSTALL AS PER
MD WASD 4.50
SHEET 2 OF 2
(SEE SHEET C-13)
EXIST. FLOOR AND ROOF
STRUCTURES TO REMAIN
+51.09
47.45' LT
+47.60
75.30' LT
+47.60
75.30' RT
+02.25
65.45' LT
EX
I
S
T
.
8
"
S
A
N
.
S
F
W
.
P
E
R
M-
D
W
A
S
D
A
S
-
B
U
I
L
T
ES
3
4
9
-
2
9
EX
I
S
T
.
3
6
"
S
T
O
R
M
S
F
W
.
EX
I
S
T
.
3
6
"
S
A
N
.
F
L
O
W
P
E
R
M-
D
W
A
S
D
A
S
-
B
U
I
L
T
3
4
9
-
1
2
EX
I
S
T
.
1
2
"
W
M
(C
I
T
Y
O
F
N
O
R
T
H
M
I
A
M
I
B
E
A
C
H
)
PROP. PLAY BOOSTER ROOF STRUCTURE
(SEE ARCHITECT & STRUCTURAL SHEETS)
PROP. SMART PLAY MOTION ROOF
STRUCTURE (SEE ARCHITECT
& STRUCTURAL SHEETS)
EX
I
S
T
.
8
"
G
A
S
ɓ
+53.33
70.07' LT
+54.28
50.25' LT
TYP. LAWN BENCH
REFER TO L1.5
+13.76
66.70' RT
+32.93
70.05' RT
+26.63
64.22' RT
+36.34
49.38' RT
END TYPE F C&G
AS PER FDOT INDEX
STA. 50+84.45
63.30' RT
BEGIN TYPE F C&G
AS PER FDOT INDEX
STA. 50+80.00
27.39' RT
+37.06
58.69' LT
+42.41
43.06' LT
PROP. STAGE
FOUNDATION
SEE SHEET S-6
PROP. PLAYGROUND
FOUNDATION
SEE SHEET S-5
RECONSTRUCT BEACH ACCESS WALK
(SEE STRUCTURAL SHEET S-2)
STA. 50+00.00 =
N 583944.79
E 944802.23
L
CR-A
CR-A
+92.00
2.50' RT
+01.00
91.00' LT
+81.68
5.44' RT
R
2
4
'
N 583945.41
E 945241.06
N 583938.20
E 945242.78
LEGEND
EXIST. MDT BUS SHELTER
(TO BE RELOCATED)
BUS STOP
MDT. BUS SHELTER
PROPOSED LOCATION
FDOT DRIVEWAY DETAIL
AS PER FDOT STANDARD INDEX 515
12" WATERMAIN CNMB
EXISTING WATER VALVES TO BE
RELOCATED BY CONTRACTOR)
REFER TO SHEET C-13
EXIST. FIRE HYDRANT
(TO BE RELOCATED BY CONTRACTOR
PRIOR TO CONSTRUCTION)
PROP. 12' DRIVEWAY
AS PER FDOT INDEX 515
EXIST. CNMB WATER METER
(TO BE RELOCATED)
REFER TO SHEET C-13
BEING TYPE "F" C&G AS PER FDOT INDEX 300
2" WM
EXIST. HOTWIRE
1"-2" HDPE WITH
FIBER OPTIC CABLE
36" DEPTH MIN.
EXIST. FPL MH
(TO REMAIN)
+9
5
.
0
2
48
.
2
7
'
R
T
EXISTING ELEVATION
CONTROL POINT
4'
M
I
N
.
0.
0
2
MA
X
0.
0
2
0.
0
2
6'
CURB
TRANSITION
4'12'4'6'
CURB
TRANSITION
6" CONC.
DRIVEWAY
R/W
R
68
6
1
S
.
W
.
1
9
6
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P
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K
GE
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P
L
A
N
17
4
2
5
/
1
7
4
5
1
C
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S
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,
S
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N
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L
E
S
,
F
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3
3
1
6
0
C-10
10 16
14026
MATCH EXIST.
ELEVATION MATCH EXIST.
ELEVATION
M-DWASD AGREEMENT ID 21988
THIS SHEET IS NOT A PART OF M-DWASD REVIEW NOR APPROVAL
1'
REPAIR SIDEWALK ACROSS
EXISTING BUS STOP
SIDEWALK
+56.13
72.07' RT PROPOSED STATION & OFFSET
SUNNY ISLES BEACHWAVE SIDEWALK
REFER TO SHEET L1.1 (DETAIL 1) FOR PATTERN
CITY OF NORTH MIAMI BEACHCNMB
REFER TO ADVANCED NOTICE NOTES ON SHEET C-2 PRIOR
TO CONSTRUCTION FOR RELOCATION OF AMENITIES AT
PROPOSED DRIVEWAY LOCATION.
FOR THE FIRE HYDRANT RECOLCATION DETAILS REFER TO
SHEET C-14.
4" CONCRETE PAD
TRUNCATED DOME PAVERS. (80mm, 300 PSI)
90 STACK BOND RECTANGLES.
SEA GRAY WITH TRUNCATED DOME (COASTAL AND
OLDCASTLE COMPANY OR APPROVED EQUAL).
4.
4
1
3.4
5
3.82
3.8
4
4.13
3.
8
5
3.99
4.
1
2
4.13
4.
1
2
4.
0
3
4.1
2
4.16
3.55
3.7
7 3.54
3.61
3.
8
0
3.6
6
3.
9
4
3.38
3.
6
5
3.
2
2
2.92
2.9
6
3.
5
4
3.75
3.88
3.8
5
3.9
1
4.1
8
3.8
8
4.6
6
5.0
3
4.92
4.52
4.2
0
4.4
0
4.
1
4
3.81
3.
9
8
4.0
7
4.
1
4
4.
1
2
5.53
5.9
4
6.72
6.
2
2
7.03
7.5
0
8.
3
4
7.86
8.69
9.
1
8
8.9
0
7.
9
8
7.4
7
6.99
6.
2
35.54
4.0
7 8.06
8
.
7
2
8
.
9
8
8
.
7
6
8.
8
0
8.96
9.1
7
8.55
8.63
9.
1
0
8.
9
0
8.8
1
7.
3
4
7.
2
6
7.
5
7
8.03
7.9
4
5.0
3.9
3.
5
3.6
5.
2
5.
3
5.
7
6.6
6.6
6.8
7.1
8.4
8.
4
7.
9
6.9
8.7
9.0
9.
1
9.2
9.
0
8.
5
3.7
5.8
4.3
7.9
8.1
8.3
9.
1
7.
0
7.
8
8.8
7.
6
8.7
7.9
9.2
8.1
7.
4
8.
0
5.
6
6.
6
7.
6 8.2
7.8
7.3
7.
5
7
.
7
3
8.0
7.8
0
8.
9
9.0
5.7
4.9
3.
8
4.0
9.1
8.
5
9.8 7.5
6.6
6.0
6.2
5.9
6.1
6.67.3
6.1
6.0
6.
3
6.6
6.4
6.7
6.
8
8.5
8.
3
8.
1
8.5
6
:
& 0
1
(
6
:
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1
(
20
0
.
9
7
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(
C
&
M
)
1
(
&
2
0
1
.
6
8
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(
C
&
M
)
1
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&
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&
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1
4
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x4.2
8
'
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.
4
2
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.
5
6
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2
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x7
.
7
5
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.
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O
L
L
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S
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PP
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R
SEW
E
R
SEWER
8"
G
A
S
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C
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2" PL I-3
2" PL I-3
2" WM
18
"
C
I
P
M
-
D
W
A
S
D
S
A
N
8"
M
-
D
W
A
S
D
S
A
N
12
"
W
M
C
N
M
B
EXIST. HOTWIRE
1"-2" HDPE WITH
FIBER OPTIC CABLE
36" DEPTH MIN.
36
"
M
-
D
W
A
S
D
SA
N
.
A
S
-
B
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I
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8" SEWER
8" SEWER
8" SEWER
8" SEWER
36
"
S
T
O
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M
SA
N
D
PROP. BEACH ACCESS BOARDWALK
(SEE STRUCTURAL SHEET S-2)
1
2
'
25
.
5
'
N: 583849.84
E: 944897.66
STA. 51+00.00
N: 583950.22
E: 944902.08
ȭ SURVEY
N: 584050.61
E: 944906.50
8.6
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SOILS EXCAVATED
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WITHIN THE PROPERTY
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PROP. WASHDOWN
(SEE LANDSCAPE SHEET L1.4)
LIMITS OF PROP. SIDEWALK
SAW CUT & MATCH EXIST.
LIMITS OF PROP. SIDEWALK
SAW CUT & MATCH EXIST.
C
C
B
C-12
B
B
AA
A
STA. 50+00.00 =
N 583944.79
E 944802.23
L
C
C-12
C-12
9.58.5
0
.
0
1
REFER TO ARCHITECTURAL
SHEET AS-101
DETAIL 2
MATCH EXIST. ELEVATIONS AT
PROPOSED FENCE LINE
REFER TO SIDEWALK TYPICAL SECTION
DETAIL B ON SHEET C-12
EXIST. ROOF LINE
TO REMAIN
MAINTAIN EXIST. GRADES ALONG
SOUTH SIDE OF THE PROJECT LIMITS LEGEND
EXISTING ELEVATION
PROPOSED ELEVATIONX.XX
FLOW DIRECTION
R
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0
C-11
11 16
14026
M-DWASD AGREEMENT ID 21988
THIS SHEET IS NOT A PART OF M-DWASD REVIEW NOR APPROVAL
6" CONCRETE SIDEWALK
(SEE DETAIL B / C-2 FOR CONSTRUCTION DETAILS)
REFER TO SHEET L1.1 FOR FINISH & SCORING
SUNNY ISLES BEACHWAVE SIDEWALK
REFER TO SHEET L1.1 (DETAIL 1) FOR PATTERN
LANDSCAPE
AREA20' X 40' OVAL
CONCRETE STAGE
6" CONCRETE SLAB
REFER TO STAGE SECTIONS ON SHEET
AS-101. FINISH SHALL BE A SMOOTH
TROWEL FINISH, REFER TO LANDSCAPE
SHEET L1.1.
25.5' WALKWAY LANDSCAPE AREA
(VARIES)
12' WALKWAY
8" COMPACTED
LIMEROCK
6" CONCRETE
SURVEY
PROPOSED
PICKET FENCE
REFER TO DETAIL 1/C-12
(THIS SHEET)
TYPICAL SECTION
N.T.S.
C
C-12
2' CLEARANCE
EXISTING 10.5' WALL
BY CHATEAU BEACH
LANDSCAPE
AREA
2% MAX
LANDSCAPE
AREA
SURVEY
8" COMPACTED
LIMEROCK
TYPICAL SECTION
N.T.S.
A
C-12
2% MAX
REFER TO L1.1
FOR FINISH
& SCORING
MATCH EXIST. ELEVATION
AT CURB
BRICK PAVERS INSTALLED WITH SUNNY ISLES
BEACHWAVE SIDEWALK PATTERN. REFER TO
LANDSCAPE SHEET L1.1.
REFER TO DETAILS D & E FOR INSTALLATION.
EXIST. ASPHALT
TO REMAIN
EXIST. CURB & GUTTER
TO REMAIN
TYPICAL SECTION
N.T.S.
B
C-12
8" COMPACTED
LIMEROCK
6" CONCRETE
2% MAX
FINISH SHALL BE A DESIGN OF
SMOOTH TROWEL FINISH AND
EXPOSED SHELL AGGREGATE.
REFER TO L1.1
FOR FINISH & SCORING
2% MAX.
PROPOSED WALL
TROWELED CONC. EDGE RESTRAINT
6" LIMEROCK BASE COMPACTED TO 95% DENSITY
PER AASHTO T-180
2" COMPACTED CONSTRUCTION SAND
STABILIZED SUBGRADE COMPACTED TO
95% MODIFIED PROCTOR DENSITY
EXISTING CURB AND GUTTER, TYP.
EXISTING ROADWAY
MATERIALSPROPOSED IMPROVEMENTS
CONCRETE PAVERS; SEE HARDSCAPE PLAN FOR
LAYOUT AND MANUFACTURER SPECIFICATION
CONCRETE PAVERS EDGE CONDITION; SEE HARDSCAPE PLAN FOR
LAYOUT AND MANUFACTURER SPECIFICATION
EXISTING CURB AND GUTTER, TYP.
FOR SLOPES SEE CIVIL DWGS.
CONCRETE PAVERS; SEE HARDSCAPE PLAN FOR
LAYOUT AND MANUFACTURER SPECIFICATION
3000 PSI POURED CONCRETE
SLAB AND FOUNDATION
8'-0"
6" LIMEROCK BASE COMPACTED TO 95% DENSITY
PER AASHTO T-180
STABILIZED SUBGRADE COMPACTED TO 95%
MODIFIED PROCTOR DENSITY
EXISTING ROADWAY
MATERIALSPROPOSED IMPROVEMENTS
CONCRETE PAVERS EDGE CONDITION;
SEE HARDSCAPE PLAN FOR LAYOUT AND
MANUFACTURER SPECIFICATION
10"
CONCRETE DRIVEWAY - SEE DETAIL 7; LM-03
8"
1'
-
0
"
6"
9'
-
5
"
1" MORTAR SETTING BED
1" VERT. PVC DRAIN PIPE W/ SCREEN ON TOP AT EA.
CORNER OF CONC. DRIVEWAY APRON
1/2" EXPANSION JOINT
RI
G
H
T
O
F
W
A
Y
L
I
N
E
COLLINS AVE TRAVEL LANE
CONC. SLABS AND PADS
1
2" TYPICAL RADIUS
1
2" THICK CONTINUOUS PRE-MOLDED EXPANSION
JOINT WITH RECESSED (1/2") EPOXY SEALANT ON
TOP (COLOR TO BE APPROVED BY LANDSCAPE
ARCHITECT)
STABILIZED SUBGRADE
SIDEWALK PAVING DETAILS
N.T.S.
D
C-12
DRIVEWAY APRON SECTION DETAIL
N.T.S.
E
C-12
CONC. EXPANSION JOINT SECTION DETAIL
N.T.S.
F
C-12
NOTES:
FOR LAYOUT SPECIFICATIONS REFER TO LANDSCAPE SHEET L.1.1.
AT DRIVEWAY LIMITS, PAVERS SHALL BE MORTAR SET.
SEE LAYOUT
FENCE PICKETS SHALL BE
INTEGRAL TO POSTS
RAILS AND NOT SURFACE
WELDED
2-1/2" [64MM] SQ. 0.093"
ALUMINUM POST.
1" [25MM] SQ 0.065"
ALUMINUM PICKET.
1 3/4" [45MM] SQ ALUM.
FORERUNNER RAIL
FLAT CAP FLAT POST CAP
6"
4"
2" (51 MM)
3 3
4"
H=5'
FENCE SECTION ELEVATION
N.T.S.
G
C-12
7'-6"
RI
G
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O
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W
A
Y
L
I
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6"
6"
FOR FOOTING DESIGN
REFER TO STRUCTURAL
DETAIL 7/S-3
NOTE:
SIGNED AND SEALED ENGINEERED:
SHOP DRAWINGS REQUIRED FOR REVIEW AND APPROVAL BY THE CITY OF
SUNNY ISLES BEACH BUILDING DEPARTMENT PRIOR TO CONSTRUCTION.
68
6
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C-12
12 16
14026
M-DWASD AGREEMENT ID 21988
THIS SHEET IS NOT A PART OF M-DWASD REVIEW NOR APPROVAL
3.
8
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C-13
13 16
14026
M-DWASD AGREEMENT ID 21988
THIS SHEET IS NOT A PART OF M-DWASD REVIEW NOR APPROVAL
PROPOSED WATER METER
PROPOSED WATER VALVE
PROPOSED MJ TEE
OR TAPPING SLEEVE
AS PER MD WASD
WS 4.50 PROPOSED
FIRE HYDRANT.
INSTALL AS PER
MD WASD 4.50
SHEET 2 OF 2
PROPOSED
6" D.I. PIPE
EXISITING 8"
SANITARY SEWER
R/W
EXIST. 12" WM
(CNMB)
EXIST. 36" SAN.
FLOW PER M-DWASD
AS-BUILT 349-12
EXIST. HOTWIRE
1"-2" HDPE WITH
FIBER OPTIC CABLE
36" DEPTH MIN.
ATLANTIC BROAD BAND
OVERHEAD FACILITY ON
FPL POLES
N 584018.43
E 944903.80
6
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P
SA
N
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EXIST. SIGN
TO REMAIN
EXIST. SIGNS
TO BE RELOCATED
PRIOR TO CONSTRUCTION
(BY MIAMI-DADE TRANSIT
REFER TO ADVANCED NOTICE
NOTES C-2)
ȭ C
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EXIST. SIGN
TO REMAIN
EXIST. SIGN B
TO REMAIN
REFER TO LANDSCAPE SHEETS
FOR PROPOSED LANDSCAPING
EXIST. SIGNS
TO REMAIN
MAINTENANCE
VEHICLES
ONLY
PROPOSED SIGN C
MATCH EXISTING
PROPOSED SIGN C
MATCH EXISTING
EXIST. SIGN B
TO BE RELOCATED
S #8'0674#
/#..
8+#/+#/+$%*
$'#%*/#:
#8'0674#/#..
POST SPECIFICATIONS
POST SHALL BE FURNISHED BY THE CITY OF
SUNNY ISLES BEACH.
CONTRACTOR TO NOTIFY BILL EVANS
@ 305-792-1773 PRIOR TO CONSTRUCTION.
PROPOSED SIGN D
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2020 NW 190TH Avenue
(305) 219-2344 - Fax: (813) 425-9300
Pembroke Pines, Florida - 33029
PEDRO L. FIALLO, P.E. LICENSE No. 76100
CONSULTING STRUCTURAL ENGINEER
CA# 30758
S-2
1
SCALE: 1/4"=1'-0"
BOARDWALK FRAMING PLAN
S-2
2
SCALE: 3/4"=1'-0"
SECTION
S-2
3
SCALE: 3/4"=1'-0"
SECTION
S-2
4
SCALE: 3/4"=1'-0"
SECTION
S-2
5
SCALE: 1-1/2"=1'-0"
SECTION
S-2
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SCALE: 3/4"=1'-0"
SECTION
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2020 NW 190TH Avenue
(305) 219-2344 - Fax: (813) 425-9300
Pembroke Pines, Florida - 33029
PEDRO L. FIALLO, P.E. LICENSE No. 76100
CONSULTING STRUCTURAL ENGINEER
CA# 30758
S-3
1
SCALE: 1/8"=1'-0"
ENTRY WALL PLAN DETAIL
S-3
2
SCALE: 3/4"=1'-0"
SECTION
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S-3
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SCALE: 3/4"=1'-0"
ENTRY WALL SECTION
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PLAYGROUND SEATWALL DETAIL
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SCALE: 3/4"=1'-0"
CROSS SECTION
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SCALE: 1-1/2"=1'-0"
AT 20'-0" MAX. CENTER TO CENTER
TYPICAL SEATWALL CONTROL JOINT
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DETAIL
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SCALE: 3/4"=1'-0"
ALUMINUM FENCE FOOTING DETAIL (TYP.)
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14026
2020 NW 190TH Avenue
(305) 219-2344 - Fax: (813) 425-9300
Pembroke Pines, Florida - 33029
PEDRO L. FIALLO, P.E. LICENSE No. 76100
CONSULTING STRUCTURAL ENGINEER
CA# 30758
FOUNDATION PLAN
SMART MOTION STRUCTURE
LEGEND:
ROOF FRAMING PLAN
SMART MOTION STRUCTURE
SECTION 1 SECTION 2
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(305) 219-2344 - Fax: (813) 425-9300
Pembroke Pines, Florida - 33029
PEDRO L. FIALLO, P.E. LICENSE No. 76100
CONSULTING STRUCTURAL ENGINEER
CA# 30758
FOUNDATION PLAN
PLAY BOOSTER STRUCTURE
LEGEND:
SECTION 1 SECTION 2
ROOF FRAMING PLAN
PLAY BOOSTER STRUCTURE
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2020 NW 190TH Avenue
(305) 219-2344 - Fax: (813) 425-9300
Pembroke Pines, Florida - 33029
PEDRO L. FIALLO, P.E. LICENSE No. 76100
CONSULTING STRUCTURAL ENGINEER
CA# 30758
STAGE GROUND FLOOR & FOUNDATION PLAN
LEGEND:
SECTION 1 SECTION 2
STAGE ROOF FRAMING PLAN
ROOF WIND LOAD DIAGRAM
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2020 NW 190TH Avenue
(305) 219-2344 - Fax: (813) 425-9300
Pembroke Pines, Florida - 33029
PEDRO L. FIALLO, P.E. LICENSE No. 76100
CONSULTING STRUCTURAL ENGINEER
CA# 30758
3PC
1 4" & 16" D I A M E T E R P I L E C A P S D E T A I L S
TYPICAL REINFORCING
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N.T.S.
BAR LAP LENGTH SCHEDULE DEVELOP. LENGTH (ldh) SCHEDULE
OF HOOKED BARS IN TENSION
TYPICAL STEEL COLUMN DETAIL
TYPICAL STEEL COLUMN
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CONNECTION DETAIL
TYPICAL BASE PLATE DETAIL
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ISOLATION JOINT DETAIL (TYP.)
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2020 NW 190TH Avenue
(305) 219-2344 - Fax: (813) 425-9300
Pembroke Pines, Florida - 33029
PEDRO L. FIALLO, P.E. LICENSE No. 76100
CONSULTING STRUCTURAL ENGINEER
CA# 30758
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14026
CA# 30758
PEDRO L. FIALLO, P.E. LICENSE No. 76100
CONSULTING STRUCTURAL ENGINEER
4960 SW 52 ST, SUITE #407, DAVIE FL 33314
PH :(954) 533-3237 - Fax: (954) 533-2117
EMAIL: PFIALLO@PLFENGINEERS.COM
SHEET NAME:
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14026
CA# 30758
PEDRO L. FIALLO, P.E. LICENSE No. 76100
CONSULTING STRUCTURAL ENGINEER
4960 SW 52 ST, SUITE #407, DAVIE FL 33314
PH :(954) 533-3237 - Fax: (954) 533-2117
EMAIL: PFIALLO@PLFENGINEERS.COM