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MmDWASD AGREEMENT 1D# 21513 •
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6'701 S.W. 58TH PLACE, SOUTH MIAMI , 6'L
CONTRACTOR'S ADDITIONAL RESPONSIBILITIES FOR INSTALLATION OF WATER & SEWER
FACILITIES
(NOT A PART OF M-DWASD NOTES NOR APPROVAL)
1. SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL. ALL COMPONENTS OF THE WATER AND SEWER FACILITIES SHALL COMPLY WITH
THE MIAMI-DADE WATER k SEWER DEPARTMENT (M-DWASD) APPROVED MATERIALS LIST, NO EXCEPTIONS.
2. CONTRACTOR SHALL PREPARE AND PERMIT, AS REQUIRED, ALL MAINTENANCE OF TRANSPORTATION (MDT) PUNS RELATED TO ANY AND ALL OF THE CONSTRUCTION OF
THE FACILITIES OUTLINED IN THESE PLANS.
J. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION PERMITS, SUCH AS: PUBLIC WORKS, F -DOT, ETC.
4. CONTRACTOR SHALL COORDINATE ALL INSPECTIONS WITH ALL PERTINENT GOVERNMENTAL AGENCIES AND SHALL PROVIDE THE ENGINEER OF RECORD WITH WRITTEN
NOTIFICATIONS AND/OR PHONE CALLS AT LEAST 48 HOURS PRIOR TO EACH INSPECTION.
5. CONTRACTOR SHALL ARRANGE AND PAY FOR DENSITY TESTS AS PER M-DWASD SPECIFICATIONS, TO BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL.
6. THE CONTRACTOR SHALL HIRE A PROFESSIONAL LAND SURVEYOR TO PREPARE ALL AS-BUILTS REQUIRED BY M-DWASD, AS WELL AS, PROCESS ALL AS-BUILTS
THROUGH M-DWASD FOR REVIEW AND APPROVAL.
7. THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD WITH ALL REQUIRED BACTERIOLOGICAL SAMPLES, BACKFLOW DEVICE TESTS/INSPECTION REPORTS,
CERTIFICATIONS, PRESSURE TESTS, AS-BUILTS, COMPACTION REPORTS AND ANY OTHER CONSTRUCTION RELATED ITEMS REQUIRED GY MIAMI-DADE WATER k SEWER
DEPARTMENT IN A TIMELY FASHION FOR REVIEW AND APPROVAL.
M, IT IS THE RESPONSIBILITY OF THE CONTRACTOR INSTALLING THE WATER AND SEWER FACILITIES TO COORDINATE WITH THE GENERAL CONTRACTOR AND OWNER FOR
ANY WORK TO BE PERFORMED MY MIAMI-DADE WATER k SEWER DEPARTMENT FORCES AT THE OWNER'S EXPENSE. COORDINATION INCLUDES, BUT IS NOT LIMITED TO
THE FOLLOWING: 1) DEALING WITH M-DWASD OFFICIALS AT THE DEGINNING OF THE PROJECT TO ENSURE THAT THE M-DWASD WORK WILL NOT IMPACT THE PROJECT
SCHEDULE 2) OBTAINING ANY CHECKS OR OTHER FORMS OF PAYMENT FROM THE DEVELOPER, 3) PROVIDING THE OWNER AND ENGINEER OF RECORD WITH
M-OWASD'S ANTICIPATED WORK SCHEDULE.
9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL CONCRETE SLABS AND BOLLARDS REQUIRED BY MIAMI-DADE WATER k SEWER DEPARTMENT AS PER
=THEIR CURRENT STANDARD DETAILS.
10, IT IS THE RESPONSIBILITY OF THE CONTRACTOR INSTALLING THE WATER AND SEWER FACILITIES TO COORDINATE WITH THE GENERAL CONTRACTOR AND OWNER WITH
REGARDS TO THE WATER METER INSTALLATION EXPECTATIONS TO AVOID DELAYS AND POSSIBLE LIABILITIES.
11, IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR INSTALLING THE WATER AND SEWER FACILITIES TO INITIATE THE PREPARATION OF ALL WATER k SEWER
CONVEYANCE DOCUMENTS IN A TIMELY FASHION TO NOT IMPACT THE PROJECT SCHEDULE. ALL TASKS AND TIME FRAMES ASSOCIATED WITH THE CONSTRUCTION,
INSPECTION AND CLOSE-OUT (CONVEYANCE DOCUMENTS) PHASES OF THE WATER AND SEWER FACILITIES INSTALLATION, SHALL BE INCORPORATED WITHIN THE OVERALL
PROJECT SCHEDULE.
CIVIL SITE DEVELOPMENT PLANS
EXISTING LEGEND
e
AERIAL TARGET Q
FORCE MAIN MANHOLE Q
SANITARY SEWER MANHOLE
0
ALUMINUM LIGHT POST 0
FORCE MAIN VALVE
SIAMESE CONNECTION
0-0
ALUMINUM LIGHT POST (SINGLE) a
F.P.L ELECTRIC MANHOLE i
SIGN POST
w
ALUMINUM LIGHT POST (DOUBLE) QQ
F.P.L. TRANSFORMER PAD
SPRINKLER PUMP
WATER do SEWER PROFILES
ALUMINUM LIGHT POST (TRIPLE) ■ FPL
F.P.L. TRANSMISSION POLE O
STANDPIPE
Wk
Q
GAS MANHOLE ®
STORM SEWER MANHOLE
PAVING do GRADING PLAN
ALUMINUM LIGHT POST (QUAD)
GAS METER Q
STREET LIGHT HAND HOLE
E-
ANCHOR/GUY WIRE
GAS PUMP ®
SWALE INLET
DRAINAGE PLAN
BACKFLOW PREVENTER ASSEMBLY
GAS VALVE p
TELEPHONE BOX (SOUTHERN BELL)
Co
CABLE TELEVISION BOX QG
GREASE TRAP MANHOLE <e>
TELEPHONE HAND HOLE
®
CATCH BASIN Q
GROUND LIGHTING Q
TELEPHONE MANHOLE (S0. BELL)
---rt--
CENTERLINE • Gp
GUARD POST
TELEPHONE PAYPHONE
0=0
CHECK VALVE ASSEMBLY '�>
IRRIGATION HAND HOLE Q
TRAFFIC HAND HOLE
PAVEMENT MARKING & SIGNAGE PLAN
CIRCULAR DRAIN 0
IRRIGATION VALVE Q
TRAFFIC UTILITY BOX
O
COLUMN (CIRCULAR) 1j
MAILBOX
TRAFFIC SIGNAL POST
EROSION do SEDIMENT CONTROL DETAILS
COLUMN (SOUARE) ®
MONITOR WELL 4
UNDERGROUND UTILITY MARKER
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CONCRETE LIGHT POLE - -Id
MONUMENT LINE Qu
UNKNOWN UTILITY MANHOLE
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CONCRETE LIGHT POLE (DOUBLE)
P-5 INLET
UNKNOWN UTILITY HAND HOLE
■ cpp
CONCRETE POWER POLE
P-6 INLET
WATER MANHOLE
®
CONTROL POINT Qh
PARKING METIER ®
WATER METER
CURB INLET cc
PEDESTRIAN CROSSING SIGNAL '
WATER VALVE
ELECTRIC BOX opm
PERMANENT REFERENCE MONUMENT *LO
WOOD LIGHT POLE
®
ELECTRIC HAND HOLE 9
POST INDICATOR VALVE •
WOOD POWER POLE
+y�
ELEVATIONS (SEE NOTES FOR DATUM) Q=0
VACUUM BREAKER ASSEMBLY
HANDICAP PARKING
FIRE HYDRANT --IE--
PROPERTY LINE Loi
STROLLER PARKING
p
FLAGPOLE p
SANITARY SEWER CLEANOUT
11
FLOW LINE
ABBREVIATIONS:
DC denotes DEPRESSED CURB
F.I.P. denotes FOUND IRON RIPE
R denotes RADIUS
F.N.D. denotes FOUND NAIL k BRASS DI5C
denotes DELTA ANGLE
S.N.D. denotes SET LB -17 NAIL k BRASS DISC
denotes AMC DISTANCE
CL. denotes CLEAR
T denotes rANGENT DISTANCE
ENCR, denotes ENCROACHMENT
PCP denotes PERMANENT CONTROL POINT � denotes ASPHALT PAVEMENT
PRM denotes PERMANENT REFERENCE MONUMENT mak. denotes NON -VEHICULAR ACCESS LINE
PB denotes PUT TOOK
PG denotes PAGE
D
() denotes DEED DISTANCE
POC denotes POINT OF COMMENCEMENT
(L) denotes DISTANCE BY LEGAL DESCRIPTION
POB denotes POINT OF BEGINNING
(M) denotes MEASURED DISTANCE
OHW denotes OVERHEAD UTILITY WIRES
(R) denotes RECORD OR PUTTED
DISTANCE
ORB denotes OFFICIAL RECORDS BOOK
PC denotes POINT OF CURVATURE
C.M.P. denotes CORRUGATED METAL PIPE
CBS denotes CONCRETE BLOCK STRUCTURE 1_3pp denotes TREE NUMBERS
CONC denotes CONCRETE
UNK denotes UNDERGROUND UNKNOWN UTILITY
CLF denotes CHAINL/NK FfNCf
SIP. denotes SET IRON PIPE k LB -17 CAP
WF denotes WOOD FENCE
CIVIL SITE DEVELOPMENT PLANS
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MO AAV
VENERA V
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SCALE: I"=300'
LOCATION SKETCH_
SEC.25-TWP.54-RNG.40
p r e p a r e d b y
SCHWEBKE-SHISKIN & ASSOCIATES, INC.
3240 CORPORATE WAY, MIRAMAR, FL., 33025
F-- NOTE TO CONTRACTOR
(NOT A PART OF M-DWASD NOTES NOR APPROVAL)
• THIS PROJECT LIES OUTSIDE OF THE DESIGNATED
LIMITS OF WELLFIELD PROTECTION AREAS ("CONE OF
INFLUENCE") AS DEFINED BY MIAMI-DADE COUNTY.
Drawing
Index
Sheet Title
Qj
CID
Number
COVER
C--1
EXISTING CONDITIONS PLAN
C-2
WATER do SEWER PLAN do PROFILE
C-3
WATER do SEWER PROFILES
C-4
WATER do SEWER DETAILS
C-5
PAVING do GRADING PLAN
C-6
PAVING & GRADING PLAN
C--7
sw 67TH
ST
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4 OC
77
0
MO AAV
VENERA V
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N IGNACIO AVE �
W E
S
SCALE: I"=300'
LOCATION SKETCH_
SEC.25-TWP.54-RNG.40
p r e p a r e d b y
SCHWEBKE-SHISKIN & ASSOCIATES, INC.
3240 CORPORATE WAY, MIRAMAR, FL., 33025
F-- NOTE TO CONTRACTOR
(NOT A PART OF M-DWASD NOTES NOR APPROVAL)
• THIS PROJECT LIES OUTSIDE OF THE DESIGNATED
LIMITS OF WELLFIELD PROTECTION AREAS ("CONE OF
INFLUENCE") AS DEFINED BY MIAMI-DADE COUNTY.
Drawing
Index
Sheet Title
TEL:
Sheet
Number
COVER
C--1
EXISTING CONDITIONS PLAN
C-2
WATER do SEWER PLAN do PROFILE
C-3
WATER do SEWER PROFILES
C-4
WATER do SEWER DETAILS
C-5
PAVING do GRADING PLAN
C-6
PAVING & GRADING PLAN
C--7
DRAINAGE PLAN
C-8
CROSS—SECTIONS
C -9 -
-9PAVING,
PA VING,GRADING do DRAINAGE DETAILS
C-10
PAVING, GRADING do DRAINAGE DETAILS
C-11
PAVING, GRADING & DRAINAGE DETAILS
C-12
PAVEMENT MARKING & SIGNAGE PLAN
C-13
EROSION & SEDIMENT CONTROL PLAN
C-14
EROSION do SEDIMENT CONTROL DETAILS
C--15
POOL DECK JOINT PLAN
C-16
*NOT PART OF M—DWASD APPROVAL
LAND PLANNERS
-ENGINEERS -LAND
SURVEYORS (LB & PA #87)
TEL:
(305)652-7010
FAX:
(305)652-8284
FLOOD CRITERIA NOTES
(NOT A PART OF M—DWASD NOTES NOR APPROVAL)
1. MIAMI-DADE COUNTY FLOOD CRITERIA = 6.5' N.G.V.D.
2.FEMA FLOOD ELEVATION = FLOOD ZONE X (UNSHADED)
PER MAP NO. 12086CO458L MAP REVISED ON 9/1112009.
3.14IAMI-DADE COUNTY AVERAGE OCT. W.T. = 3.0' N.G.V.D.
LEGAL DESCRIPTION:
LOTS 10 THRU 17, IN BLOCK 8, REALTY SECURITIES CORPORATIONS TOWNSITE OF
LARKINS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 2, PAGE
105, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
LYING AND BEING IN SECTION 25, TOWNSHIP 54 SOUTH, RANGE 40 EAST, CITY OF
SOUTH MIAMI, MIAMI-DADE COUNTY, FLORIDA.
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D ESIGN AND
CONSTRUCTION, INC.
3990 North Powerline Road
Ft. Lauderdale, FL 33309
Voice: 954.566.3885
Fax: 954.566.3335
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LAND SURVEYORS
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DRAWN J.A.O.
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REVIEWED: H.J.N..
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CHECKED: H.J.N.
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DATE : 07-02-13
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SHEET TITLE
CIVIL FACILITIES
COVER SHEET
SHEET NUMBER
C-1