Attachment_C_-_Drawings.pdf
PDF 26 MB Posted
- Attached to
- Mims Wells 12 & 13
- Solicitation number
- B-7-25-52
- Issued by
- Brevard County, Florida
About this file
The provided file is a comprehensive set of engineering and construction drawings for the Mims Wells No. 12 and No. 13 project by Brevard County Utilities Department. The project involves designing and constructing two groundwater wells located along Indian River Parkway in Viera, Florida, with detailed specifications for site development, wellhead improvements, electrical systems, instrumentation, and infrastructure. The drawings cover multiple disciplines including civil, structural, process, electrical, and instrumentation, providing technical details for installing submersible pumps, discharge piping, control panels, generators, site lighting, and associated equipment. The project includes constructing concrete pads, fencing, gates, electrical infrastructure with RTU towers, grounding systems, and comprehensive network architecture for telemetry and monitoring.
The project is estimated at $1,445,860.00 and requires substantial completion within 420 calendar days from the Notice to Proceed, with final completion 30 calendar days thereafter. The technical specifications mandate compliance with Build America, Buy America Act (BABAA) provisions, requiring all products to be domestically produced. The wells are designed to be 12-inch groundwater wells with Grundfos submersible pumps rated at 318 gpm, and have received permits from the St. Johns River Water Management District. Contractors must provide a 5% bid bond, demonstrate E-Verify registration, and maintain comprehensive insurance coverage. The project emphasizes strict quality control standards, with a two-year warranty period commencing upon final acceptance, and includes specific requirements for water system construction and operational standards as defined by the Florida Department of Environmental Protection (FDEP).
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© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
WELL NO.13
PROJECT LOCATION
WELL NO.12
PROJECT LOCATION
IN
D
IA
N
R
IV
ER
P
KW
Y
NORTH BREVARD WASTEWATER
TREATMENT PLANT
48 HOURS BEFORE DIGGING
1-800-432-4770
SUNSHINE STATE ONE CALL CENTER
CALL 811
TOLL FREE
OR
UTILITY SERVICES DEPARTMENT
BREVARD COUNTY UTILITY SERVICES DEPARTMENT
MIMS WELLS NO. 12 AND NO. 13
BID NO. B-4-16-17
PROJECT NO. 200-76510-23002
DECEMBER, 2024
DESIGN OF WELLHEAD IMPROVEMENTS INCLUDING
WELL PUMP, DISCHARGE PIPING AND
APPURTENANCES, ELECTRICAL, SITE, CIVIL AND
OTHER IMPROVEMENTS FOR WELL NO. 12 AND 13.
WELLS WERE RECENTLY DRILLED IN THE INDIAN
RIVER PRESERVE COMMUNITY AND WILL CONNECT
TO THE EXISTING RAW WATER MAIN.
LOCATION MAP
SITE
GENERAL NOTES
1. BENCHMARKS FOR CONSTRUCTION HAVE BEEN PROVIDED ON SHEET V-101.
2. ALL FIELD LAYOUT SURVEYING FOR CONSTRUCTION AND LOCATING EASEMENTS, ROW, AND PROPERTY LINES FOR THIS PROJECT SHALL BE PROVIDED BY THE CONTRACTOR AT THEIR EXPENSE; UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL LAND SURVEYOR.
3. BENCHMARK DATUM IS NATIONAL NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
4. TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WERE TAKEN FROM SURVEY PROVIDED BY:
TETRA TECH, 201 E. PINE ST., SUITE 1000, ORLANDO, FL 32801. (407) 839-3955.
5. THE CONTRACTOR SHALL INCLUDE IN BID NECESSARY BYPASSING AND IS FULLY RESPONSIBLE FOR
SYSTEM BYPASSING DURING WELL CONSTRUCTION.
6. SITE RESTORATION SHALL INCLUDE SOD WITHIN THE LIMITS OF DRAINAGE SWALES OR DITCHES AS WELL AS ANY OTHER AREAS WITH A SLOPE GREATER THAN 4:1. ALL OTHER LOCATIONS SHALL BE
SEEDED AND MULCHED.
7. CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS ARE IN-HAND BEFORE BEGINNING ANY
CONSTRUCTION.
8. ALL CONSTRUCTION SHALL MEET CURRENT REQUIREMENTS OF FDEP, AWWA AND BCUD FOR MATERIALS
OF CONSTRUCTION, DESIGN, AND INSTALLATION.
9. UNDER NO CIRCUMSTANCES SHALL THE ACTIVITIES OF THE CONTRACTOR OR HIS SUBCONTRACTORS CAUSE ANY INTERRUPTIONS TO THE SERVICE OPERATION OF EXISTING UTILITIES WITHOUT WRITTEN
AUTHORIZATION FROM THE COUNTY.
10. CONTRACTOR SHALL NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES, WITH THE OWNER OF THE UTILITY, PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL INSURE THAT THE UTILITY OWNERS AND BCUD PROJECT MANAGER ARE PROPERLY NOTIFIED OF ANY TEMPORARY DISRUPTION OF SERVICE AT LEAST 1
WEEK IN ADVANCE.
11. AT LEAST 14 DAYS BEFORE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL EXISTING PUBLIC AND
PRIVATE UTILITY LOCATIONS IN THREE DIMENSIONS ALONG THE PROJECT CORRIDOR. THE
CONTRACTOR SHALL UTILIZE MANUAL OR NONDESTRUCTIVE (E.G., VACUUM EXCAVATION) METHODS TO PHYSICALLY EXPOSE UTILITIES FOR MEASUREMENT AND DATA RECORDING. ACCURACIES SHALL BE TO ONE HALF (0.5) INCH VERTICAL AND TO APPLICABLE HORIZONTAL SURVEY AND MAPPING ACCURACY.
EXCAVATE TEST HOLES EXPOSING THE UTILITY TO BE MEASURED IN SUCH A MANNER THAT PROTECTS THE INTEGRITY OF THE UTILITY TO BE MEASURED. COMPLY WITH APPLICABLE UTILITY DAMAGE PREVENTION LAWS, PERMITS, AND SPECIFICATIONS AND COORDINATE WITH UTILITY AND OTHER INSPECTORS, AS REQUIRED. DETERMINE (A) THE HORIZONTAL AND VERTICAL LOCATION OF THE TOP AND/OR BOTTOM OF THE UTILITY; (B) THE ELEVATION OF THE EXISTING GRADE OVER THE UTILITY AT A TEST HOLE; (C) THE OUTSIDE DIAMETER OF THE UTILITY AND CONFIGURATION OF NON-ENCASED, MULTI-CONDUIT SYSTEMS; (D) THE UTILITY STRUCTURE MATERIAL COMPOSITION, WHEN REASONABLY
ASCERTAINABLE; (E) THE BENCHMARKS AND/OR PROJECT SURVEY DATA USED TO DETERMINE
ELEVATIONS; (F) THE PAVING THICKNESS AND TYPE, WHERE APPLICABLE; (G) THE GENERAL SOIL TYPE
AND SITE CONDITIONS; AND (H) SUCH OTHER PERTINENT INFORMATION AS IS REASONABLY
ASCERTAINABLE FROM EACH TEST HOLE SITE. IF THERE IS A POTENTIAL CONFLICT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. ANY DAMAGE TO UTILITIES, STRUCTURES AND/OR SERVICES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE IN A MANNER APPROVED BY AND
COORDINATED WITH THE UTILITY OWNER.
12. PRIOR TO ROAD CLOSURE, CONTRACTOR SHALL NOTIFY AND COORDINATE WITH BREVARD COUNTY 7
DAYS IN ADVANCE.
13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE CONDITION EXISTING BEFORE COMMENCING CONSTRUCTION WORK.
14. WHEN ENCOUNTERED, UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE EXCAVATED MATERIALS AND BACKFILLED WITH SUITABLE MATERIALS. UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE
JOB SITE AND DISPOSED OF IN A TIMELY AND LEGAL MANNER AND APPROVED BY BCUD.
15. CONTRACTOR SHALL DEVELOP A STORMWATER PLAN APPROVED BY BCUD THAT PROVIDES, MAINTAINS
AND REMOVES TEMPORARY EROSION AND SEDIMENTATION CONTROLS AND IS RESPONSIBLE FOR
KEEPING THE STORMWATER PLAN AT THE PROJECT SITE AT ALL TIMES. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF EROSION AND SEDIMENT CONTROL EFFORTS. ANY NECESSARY REMEDIES SHALL BE PERFORMED IMMEDIATELY. THE CONTRACTOR SHALL
NOTIFY THE ENGINEER OF ANY REQUIRED CHANGES AND MODIFY THE STORMWATER PLAN
ACCORDINGLY.
16. THE STORMWATER PLAN SHALL INCLUDE TEMPORARY CONTROLS TO PREVENT SOIL EROSION FROM THE PROJECT SITE CAUSED BY STORMWATER RUNOFF, SOIL TRACKING BY EQUIPMENT, AND/OR WIND.
BEST MANAGEMENT PRACTICES (BMPS) INCLUDED IN THE STORMWATER PLAN SUCH AS INSTALLATION OF SILT FENCE, MEASURES AT CONSTRUCTION ENTRANCES AND EXITS THAT PREVENT SOIL TRACKING, DUST CONTROL, AND STABILIZING OF STOCKPILES SHALL BE INSTALLED AND MAINTAINED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING ANY ADDITIONAL BMPS THAT ARE NECESSARY TO COMPLY WITH FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS AT NO
ADDITIONAL COST.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED TREES WITH TREES OF SIMILAR QUALITIES, SIZE AND SPECIES AT NO COST TO THE BCUD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF NEWLY PLANTED GRASS OR VEGETATION UNTIL THE WORK HAS
BEEN ACCEPTED BY BCUD.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND SHALL REPLACE
ANY PORTION WHICH HAS BECOME DISPLACED DUE TO EROSION OR DUE TO CARELESSNESS OR
NEGLIGENCE ON THE PART OF THE CONTRACTOR.
19. TEMPORARY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY FLOODING OF PRIVATE PROPERTY AND EXISTING ROADWAYS CAUSED BY CONSTRUCTION ACTIVITIES. CONTRACTOR
SHALL PROVIDE ADDITIONAL DRAINAGE AT NO EXTRA COST TO BCUD.
20. CONTRACTOR SHALL REFERENCE THE REQUIREMENTS SET FORTH BY BCUD'S ENGINEERING
STANDARDS MANUAL.
21. A COMPLETE SET OF AS-BUILT DRAWINGS (34" X 22" HARD COPY & AutoCAD FILE), AND ALL INSPECTION
AND TEST RECORDS MUST BE SUBMITTED TO BCUD AND APPROVED BEFORE THE NEW SYSTEM IS
ALLOWED TO BE PUT INTO SERVICE. THE DRAWINGS MUST INCLUDE ACCURATE LAYOUT, SIZING, VERTICAL LOCATION, AND STATE PLANE COORDINATES FOR ALL VALVES, PIPING BENDS, BRANCHES, ENDS, OUTLETS, CONNECTION POINTS, METER BOXES AND LOCATOR BALLS, OR ANY ITEM LISTED ABOVE. AS-BUILTS SHALL BE SIGNED AND SEALED BY FLORIDA LICENSED SURVEYOR. ADDITIONAL REQUIREMENTS AND SUBMITTALS ARE LISTED IN SECTION 01050 FIELD ENGINEERING AND SURVEYING.
22. ALL BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY AS MEASURED BY AASHTO T-180 METHOD "D" TEST (MODIFIED PROCTOR) IN OPEN AREAS AND TO NOT LESS THAN 98% MAXIMUM DRY DENSITY AS MEASURED BY AASHTO T-180 METHOD "D" TEST (MODIFIED PROCTOR) UNDER
ASPHALT OR CONCRETE PAVEMENT. ALL SOIL TESTING TO BE CONDUCTED BY THE CITY. THE
CONTRACTOR SHALL PROVIDE ALL REASONABLE ASSISTANCE DURING SOIL TESTING.
23. WHEN USING SCALED DATA CONSIDER THAT THESE PLANS MAY HAVE BEEN ALTERED IN SIZE DURING
REPRODUCTION.
24. BENCHMARK LOCATIONS AND ELEVATION ARE SHOWN IN THE PLANS AS REPRESENTED BY SURVEYOR AT THE TIME OF THE SURVEY. CONTRACTOR SHALL VERIFY ITS CORRECTNESS AT THE TIME OF CONSTRUCTION AND INSTALL HIS OWN TEMPORARY BENCHMARKS. ANY DISCREPANCIES SHALL BE
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE BCUD FIELD REPRESENTATIVE.
25. APPROVED HOURS CONTRACTOR MAY WORK ONSITE ARE 7:00AM TO 3:30PM DAILY. ANY WORK OUTSIDE
THE STATED TIME MUST BE APPROVED BY BCUD.
26. SURVEY SHALL BE IN ACCORDANCE TO BCUD ENGINEERING STANDARDS MANUAL. CONTRACTOR SHALL HAVE FLORIDA LICENSED SURVEYOR REFERENCE ALL CONTROL POINTS TO CONSTRUCTION. INCLUDING RIGHT OF WAY, CORNERS, OR ANY CONTROL POINTS AND PROVIDE INFORMATION TO CITY SURVEYOR.
ADDITIONAL REQUIREMENTS AND SUBMITTALS ARE LISTED IN SECTION 01050 SURVEYING AND FIELD
ENGINEERING.
1. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF
WATER, WASTEWATER FORCE MAINS AND GRAVITY SEWERS. LOCATIONS SHOWN ON PLANS ARE
NOT EXACT OR GUARANTEED. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING
UTILITY LOCATIONS WHETHER SHOWN ON THE PLANS OR NOT.
2. BCUD SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT OF A FORCE MAIN, WATER MAIN, RECLAIMED
WATER MAIN, OR GRAVITY SEWER BREAK OR DAMAGE AT (386) 424-3037.
3. BCUD SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT OF A ELECTRICAL BREAK OR DAMAGE AT (386) 424-1366.
4. ALL DAMAGE TO MAINS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE
CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY
BCUD, BCUD MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR REPAIRS.
EMERGENCY WASTEWATER SPILL, WATER MAIN OR
ELECTRICAL BREAK PROCEDURES
SEQUENCE OF CONSTRUCTION
1. CONTRACTOR SHALL SUBMIT SEQUENCE OF CONSTRUCTION PLAN FOR APPROVAL TO BCUD
14-DAYS PRIOR TO CONSTRUCTION.
Always call 811 two full business days before you dig to have underground utilities located and marked.
UTILITY CONTACT LIST
(WITHIN ADJACENT RIGHT-OF-WAY)
WATER AND WASTEWATER
BREVARD COUNTY UTILITY SERVICES DEPARTMENT
OFFICE (321) 633-2091
UTILITYSERVICESCONTACT@BREVARDFL.GOV
AFTER HOURS EMERGENCY (321) 455-1338
ELECTRIC
FLORIDA POWER & LIGHT (F.P.L.)
JAMIE PURNELL
(386) 586-6403
GAS
FLORIDA CITY GAS COMPANY
GAS LINE LOCATIONS (800) 432-4770
24-HOUR EMERGENCY (321) 636-4644
TELEPHONE
AT&T CONSTRUCTION AND ENGINEERING
LUKE FOLKERTS
(800) 331-0500
CABLE TV
CHARTER COMMUNICATIONS
JERROLD KAISER
(321) 338-1928
FIBER/CABLE TV
WALTER DAVILA
HOTWIRE COMMUNICATIONS
(954) 699-0900
MAINTENANCE OF TRAFFIC (MOT) NOTES (AS NECESSARY)
1. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF
TRANSPORTATION (FDOT) ROADWAY DESIGN STANDARDS (LATEST EDITION AND REVISIONS).
2. CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN THAT IS DESIGNED, SIGNED, AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA, FOR REVIEW AND APPROVAL PRIOR TO START OF WORK. THE PLAN SHALL BE PREPARED IN ACCORDANCE WITH FDOT
TRAFFIC DESIGN STANDARDS (LATEST EDITION AND REVISIONS).
3. THE DESIGN OF THE TRAFFIC CONTROL SHALL INCLUDE ALL SIGNS, BARRIERS, CHANNELIZING DEVICES, PAVEMENT MARKINGS, ETC. FOR THE SAFE PASSAGE OF PEDESTRIAN, BICYCLIST, AND
VEHICULAR TRAFFIC THROUGH THE PROJECT AND FOR THE PROTECTION OF THE WORKERS.
4. ANY CHANGES MADE TO THE TRAFFIC CONTROL PLAN BY THE CONTRACTOR SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA AND APPROVED BY
THE ENGINEER PRIOR TO IMPLEMENTATION.
5. BCUD RESERVES THE RIGHT TO REQUIRE ADDITIONAL DEVICES AND/OR CHANGES TO THE TRAFFIC
CONTROL PLAN BASED UPON CHANGING TRAFFIC CONDITIONS.
6. LOCAL RESIDENTIAL/BUSINESS ACCESS SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL
PROVIDE WRITTEN NOTIFICATION TO THE RESIDENT/BUSINESS AFFECTED BY CONSTRUCTION
ACTIVITIES SEVEN (7) DAYS IN ADVANCE OF THE START OF ANY PHASE OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE COPIES OF THE NOTIFICATION TO THE TRAFFIC CONTROL MANAGER
PRIOR TO DISTRIBUTION.
7. DURING NON-WORKING HOURS, NO EQUIPMENT, VEHICLES, OR MATERIAL SHALL BE PARKED OR
STORED WITHIN THE CLEAR ZONE OF A ROADWAY OPEN TO VEHICULAR TRAFFIC.
8. PEDESTRIAN CONTROL SHALL BE MAINTAINED ON ONE SIDE OF THE ROAD AT ALL TIMES. IF UNABLE
TO DO SO, THE CONTRACTOR SHALL PROVIDE TEMPORARY WALKWAYS, BOARDWALKS, AND/OR
TEMPORARY CONCRETE SIDEWALKS.
9. DELIVERY TRUCKS SHALL NOT BLOCK TRAFFIC.
PIPE MATERIAL SCHEDULE
MARK SERVICE
BURRIED PIPE BURRIED FITTINGS ABOVE GROUND PIPE ABOVE GROUND FITTINGS
MATERIAL CLASS LINING MATERIAL LINING MATERIAL CLASS LINING MATERIAL LINING
RW RAW WATER DP DP (CLASS 350 MIN.) CEMENT DI CEMENT DIP 53 CEMENT DI CEMENT
RW RAW WATER DIP DIP (CLASS 350 MIN.) CEMENT DI CEMENT DIP 53 CEMENT DI CEMENT
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SHEET INDEX
SHEET NO. DESCRIPTION
GENERAL
G-001 COVER SHEET
G-002 LOCATION MAP, GENERAL NOTES, AND DRAWING INDEX
G-003 LEGEND AND ABBREVIATIONS
SURVEY
V-101 TOPOGRAPHIC SURVEY WELL SITE 12
V-102 TOPOGRAPHIC SURVEY WELL SITE 13
CIVIL
C-101 EXISTING CONDITIONS, EROSION CONTROL AND DEMOLITION (WELL NO.12)
C-102 SITE LAYOUT PLAN (WELL NO.12)
C-103 GEOMETRY PLAN (WELL NO.12)
C-104 GRADING AND DRAINAGE PLAN (WELL NO.12)
C-201 EXISTING CONDITIONS, EROSION CONTROL AND DEMOLITION (WELL NO.13)
C-202 SITE LAYOUT PLAN (WELL NO.13)
C-203 GEOMETRY PLAN (WELL NO.13)
C-204 GRADING AND DRAINAGE PLAN (WELL NO.13)
C-501 CIVIL DETAILS
C-502 CIVIL DETAILS
C-503 CIVIL DETAILS
C-601 MIMS RAW WATER MAIN PLAN
STRUCTURAL
S-001 GENERAL NOTES
S-101 WELL 12 PLAN AND SECTIONS
S-102 WELL 13 PLAN AND SECTIONS
S-501 STANDARD DETAILS
PROCESS
D-101 RAW WATER MAIN PLAN AND PROFILE (WELL NO.12)
D-201 RAW WATER MAIN PLAN AND PROFILE (WELL NO.13)
D-501 WELLHEAD PLAN AND SECTION
D-502 PROCESS DETAILS
D-503 PROCESS DETAILS
ELECTRICAL
E-001 ELECTRICAL LEGEND AND NOTES
E-002 ELECTRICAL LEGEND AND NOTES
E-101 ELECTRICAL SITE PLAN NO. 1
E-102 ELECTRICAL SITE PLAN NO. 2
E-103 WELLHEAD ELECTRICAL PLAN
E-104 TYPICAL WELLHEAD GROUNDING PLAN
E-201 SINGLE LINE DIAGRAM
E-202 CONDUIT SCHEDULE
E-301 WIRING DIAGRAM
E-302 WIRING DIAGRAM
E-303 WIRING DIAGRAM
E-501 ELECTRICAL DETAILS
E-502 ELECTRICAL DETAILS
INSTRUMENTATION
I-001 INSTRUMENTATION LEGEND AND ABBREVIATIONS
I-002 INSTRUMENTATION LEGEND AND ABBREVIATIONS
I-101 NETWORK ARCHITECTURE
I-201 WELL P&ID
I-501 INSTRUMENTATION DETAILS
SECTION REFERENCE
X
X-XX
REFERENCE SYMBOLS
LIST OF STANDARD ABBREVIATIONS HATCHING LEGEND
MECHANICAL/DRAFTING LEGEND
PIPING LEGEND
DENOTES SECTION
LETTER IDENTIFICATION
DENOTES DRAWING NO
WHERE SECTION IS LOCATED
DETAIL REFERENCE
X
X-XX
DENOTES DRAWING NO
WHERE DETAIL IS LOCATED
DENOTES DETAIL NUMBER
IDENTIFICATION
SECTION TITLE DETAIL TITLE
SECTIONX
_ SCALE:
DETAILX
_ SCALE:
DENOTES DRAWING NO
WHERE SECTION IS LOCATED
DENOTES SECTION
LETTER IDENTIFICATION
DENOTES DRAWING NO
WHERE DETAIL IS LOCATED
DENOTES DETAIL NUMBER
IDENTIFICATION
ASPHALT MILL AND
RESURFACE
CONCRETE
RESTORATION
PHANTOM LINE
HIDDEN LINE
VISIBLE LINE
CENTER LINE
BREAK LINE
DIMENSION LINES AND LEADERS
EXISTING PROPOSED
N/A N/A
MATCHLINE
1 3/32"
NOTE
FITTING/
APPURTENANCE
BEND
TEE
WYE
REDUCER
CAP/
BLIND FLANGE
PLUG
BUTTERFLY
VALVE
BALL VALVE
CHECK VALVE
GATE VALVE
PLUG VALVE
AUTOMATIC
CONTROL VALVE
PINCH VALVE
FLANGED
SINGLE-LINE DOUBLE-LINE
EXISTING PROPOSEDPROPOSEDEXISTING
N/A N/A
CIVIL LEGEND
EXISTING STORM DRAIN
EXISTING SANITARY SEWER
EMBANKMENT
TOP
BOTTOM
MONITORING WELL
HYDRANT
POWER POLE
UTILITY POLE
SEWER MANHOLE
SEWER VALVE
MANHOLE
MONUMENT
FLARED END - RCP
STORM MANHOLE
WATER METER
WATER VALVE
WATER WELL
MW-X
FH
CO
SS
SV
MH-??
SD
WM
WV
WELL
LIGHT POLE
SEWER CLEANOUT
STORM CULVERT END
SPOT ELEVATION
XXXX.XX
EASEMENT
PROPERTY LINE
RIGHT OF WAY LINE (R-O-W)
LIMITS OF CONTRUCTION
PROPOSED CONTOUR MAJOR130
129 PROPOSED CONTOUR MINOR
(LABEL OPTIONAL)
EXISTING FORCE MAIN
VEGETATION
A
AAP ALARM ANNUNCIATOR PANEL
AARV AUTOMATIC AIR RELEASE
VALVE
AAV AUTOMATIC AIR VENT
AB ANCHOR BOLT
ABAN ABANDON(ED)
ABRSV ABRASIVE
ABS ACRYLONITRILE BUTADIENE
STYRENE
ABV ABOVE
AC ALTERNATING CURRENT
ACCMP ASPHALT-COATED
CORRUGATED METAL PIPE
ACP ASBESTOS CEMENT PIPE
ADDM ADDENDUM
ADH ADHESIVE
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFS ABOVE FINISHED SLAB
AHD AHEAD
AL ALUMINUM
ALT ALTERNATE
AMP AMPERE
AMT AMOUNT
ANT ANTENNA
APPROX APPROXIMATE(LY)
ARCH ARCHITECT(URAL)
AS AMMONIUM SULFATE
ASPH ASPHALT
ASSY ASSEMBLY
AVE AVENUE
A/C AIR CONDITIONING
A/VV AIR/VACUUM AIR VALVE
B
BAF BAFFLE
BCV BALL CHECK VALVE
BF BLIND FLANGE
BFP BACKFLOW PREVENTER
BFV BUTTERFLY VALVE
BHP BRAKE HORSEPOWER
BI BLACK IRON
BITUM BITUMINOUS OR BITUMASTIC
B/L BASELINE
BLDG BUILDING
BLK BLOCK
BM BENCH MARK
BOC BACK OF CURB
BOT BOTTOM
BP BASE PLATE
BRG BEARING
BSP BLACK STEEL PIPE
BV BALL VALVE
BW BOTH WAYS
BWW BACKWASH WATER
C
(C) CALCULATED
CAP CAPACITY
CA COMPRESSED AIR
CAV COMBINATION AIR VALVE
CB CATCH BASIN
CCC CHLORINE CONTACT CHAMBER
CE CHLORINATED EFFLUENT
CFM CUBIC FEET PER MINUTE
CFS CUBIC FEET PER SECOND
CV CHECK VALVE
CI CAST IRON
CIP CAST IRON PIPE
CISP CAST IRON SOIL PIPE
CJ CONSTRUCTION JOINT
CKT CIRCUIT
C/L CENTER LINE
CL2 SODIUM HYPOCHLORITE
CLF CHAIN LINK FENCE
CLR CLEAR OR CLEARANCE
CLVT CULVERT
CM CONCRETE MONUMENT
CMP CORRUGATED METAL PIPE
CMPA CORRUGATED METAL PIPE
ARCH
CMU CONCRETE MASONRY UNIT
CND CONDUIT
CNR CORNER
CO CLEAN OUT
CO2 CARBON DIOXIDE
COAG COAGULANT
COL COLUMN
COM COMMON
CONC CONCRETE
CONN CONNECTION
CONSTR CONSTRUCT(ION)
CONT CONTINUOUS
CONTR CONTRACT(OR)
COORD COORDINATE
CO COMPANY
CP CONCRETE PIPE
CPA CONCRETE PIPE ARCH
CPLG COUPLING
CPVC CHLORINATED POLYVINYL
CHLORIDE
CR CONCENTRIC REDUCER
CS CHLORINE SOLUTION
CSG CASING
CTV CABLE TELEVISION
CY CUBIC YARD
CYL CYLINDER
C&G CURB AND GUTTER
C/C CENTER TO CENTER
D
(D) AS DESCRIBED
DAT DATUM
DBL DOUBLE
DC DIRECT CURRENT
DEMO DEMOLITION
DEPT DEPARTMENT
DESC DESCRIPTION
DET DETAIL
DF DIESEL FUEL
DH DRILL HOLE
DI DUCTILE IRON
DIA DIAMETER
DIFF DIFFUSER
DIM DIMENSION
DIP DUCTILE IRON PIPE
DISCH DISCHARGE
DIR DIRECTION
DMH DROP MANHOLE
DN DOWN
DR DRAIN
DV DIAPHRAGM VALVE
DW DRIVEWAY
DWG DRAWING
DWV DRAIN, WASTE, AND VENT
E
E EAST
EA EACH
EB ELECTRIC RISER
ECC ECCENTRIC
EF EACH FACE
EFF EFFLUENT
E/L EASEMENT LINE
EL ELEVATION
ELAST ELASTOMERIC
ELEC ELECTRICAL
EM ELECTRIC METER
EMER EMERGENCY
EMC ENCASE(MENT)
ENGR ENGINEER
EOG EDGE OF GRAVEL
EOP EDGE OF PAVEMENT
EP EDGE OF PAVEMENT
EPDM ETHYLENE PROPYLENE DIENE
MONOMER
EPRF EXPLOSION PROOF
EQUIP EQUIPMENT
ER ECCENTRIC REDUCER
ESTM EASEMENT
EST ESTIMATE(D)
ET ELECTRIC TRANSFORMER
EW EACH WAY
EX EXISTING
EXC EXCAVATE
EXP EXPANSION
EXST EXISTING
EXST GR EXISTING GRADE
EXT EXTERIOR
EXTN EXTENSION
F
F FOUND
FAB FABRICATE(D)
FCA FLANGED COUPLING ADAPTER
FB FLAT BAR
FCV FLOW-CONTROL VALVE
FD FLOOR DRAIN
FDN FOUNDATION
FE FILTER(ED) EFFLUENT
FHY FIRE HYDRANT
FIG FIGURE
FIN FINISH(ED)
FIN FLR FINISH FLOOR
FIN GR FINISH GRADE
FL FLUORIDE
FLG FLANGE(D)
FLL FLOW LINE
FLTR FILTER
FM FORCE MAIN
FO FIBER OPTIC
FPM FEET PER MINUTE
FPS FEET PER SECOND
FRP FIBERGLASS REINFORCED
PLASTIC
FT FOOT OR FEET
FUT FUTURE
FV FOOT VALVE
FW FINISHED WATER
FWP FACTORY WIRED PANEL
F/F FACE TO FACE
G
G GAS
GA GAUGE
GAL GALLON(S)
GALV GALVANIZED
GIP GALVANIZED IRON PIPE
GJ GROOVE JOINT
GM GAS METER
GND GROUND
GPD GALLONS PER DAY
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
GPS GALLONS PER SECOND
GR GRADE
GRTG GRATING
GS GALVANIZED STEEL
GSP GALVANIZED STEEL PIPE
GSR GROUND STORAGE RESERVOIR
GST GROUND STORAGE TANK
GT GROUT
GV GAS VALVE
H
HB HOSE BIBB
HD HEAVY-DUTY
HDPE HIGH-DENSITY POLYETHYLENE
HDR HYDRAULIC
HFA HYDROFLUOSILICIC ACID
HGR HANGER
HGT HEIGHT
HNDRL HAND RAIL
HOA HAND-OFF-AUTO
HORIZ HORIZONTAL
HP HORSEPOWER
HPA HIGH PRESSURE AIR
HR HOUR
HVAC HEATING, VENTILATION, AND AIR
CONDITIONING
HWL HIGH WATER LEVEL
HWY HIGHWAY
HZ HERTZ
I
ID INSIDE DIAMETER
IN INCH(ES)
INF INFLUENT
INT INTERSECTION
INTR INTERIOR
INV INVERT
IP IRON PIPE
IPS INTERNATIONAL PIPE
STANDARD
IR IRON ROD
IRRV IRRIGATION VALVE
IW IRRIGATION WATER
J
JB JUNCTION BOX
JT JOINT
K
K KIP (1,000 LB)
KPL KICK PLATE
KV KILOVOLT
KVA KILOVOLT-AMPERE
KW KILOWATT
KWH KILOWATT-HOUR
L
L LEFT
LAB LABORATORY
LAM LAMINATE OR LAMINATION
LATL LATERAL
LAV LAVATORY
LEN LENGTH
LB POUND(S)
LF LINEAR FEET
LP LIGHT POLE
LS LIME SLURRY
LSS LIME STABILIZED SLUDGE
LVR LOUVER
LWL LOW WATER LEVEL
M
(M) MEASURED
M METER
MAINT MAINTAIN OR MAINTENANCE
MAN MANUAL(LY)
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MB MAILBOX
MCC MOTOR CONTROL CENTER
ME MITERED END
MECH MECHANICAL
MEG MATCH EXISTING GRADE
MFR MANUFACTURE(R)
MG MILLION GALLONS
MGD MILLION GALLONS PER DAY
MH MANHOLE
MI MILE(S)
MIN MINIMUM, MINUTE(S)
MISC MISCELLANEOUS
MJ MECHANICAL JOINT
ML MIXED LIQUOR
MO MASONRY OPENING
MON MONUMENT
MPH MILES PER HOUR
MPT MALE PIPE THREAD
MS MOTOR STARTER
MSP MOTOR STARTER PANEL
MTD MOUNTED
MV MOTORIZED VALVE
MW MANWAY
MWL MEAN WATER LEVEL
MWP MAXIMUM WORKING PRESSURE
N
N NORTH
ND NAIL & DISK
NH3 AMMONIUM SULFATE
NE NORTHEAST
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NPF NATIONAL PIPE THREAD
NPT NATIONAL PIPE TAPER
(THREAD)
NPW NON-POTABLE WATER
NRS NON-RISING SYSTEM
NTS NOT TO SCALE
NW NORTHWEST
N/A NOT APPLICABLE
O
O2 OXYGEN
OC ON CENTER
OCL SODIUM HYPOCHLORITE
OD OUTSIDE DIAMETER
ODP OPEN DRIP PROOF
OE OVERHEAD UTILITY LINES
OF OVERFLOW
OH OVER HEAD
OHW OVER HEAD WIRE
OPP OPPOSITE
OPT OPTIONAL
OR OFFICIAL RECORDS
OSY OUTSIDE SCREW AND YOKE
O&M OPERATION AND MAINTENANCE
P
(P) PER PLAT
P POST
PA PROCESS AIR
PB PLAT BOOK
PC POINT OF CURVE
PCM PERMANENT CONTROL
MONUMENT
PE PLAIN END
PG PRESSURE GAGE
PI POINT OF INTERSECTION
PL PLATE
P/L PROPERTY LINE
PNV PINCH VALVE
PO4 CORROSION INHIBITOR
POB POINT OF BEGINNING
POE POINT OF ENTRY
POJ PUSH-ON JOINT
POL POLYMER
PP POWER POLE
PPD POUNDS PER DAY
PPM PARTS PER MILLION
PREFAB PREFABRICATED
PRESS PRESSURE
PRV PRESSURE REDUCING VALVE
PRW PROCESS WATER
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PSIA POUNDS PER SQUARE INCH
ABSOLUTE
PSIG POUNDS PER SQUARE INCH
GAGE
PT POINT OF TANGENCY
PV PLUG VALVE
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
PW POTABLE WATER
PWR POWER
Q
Q FLOW
QTY QUANTITY
R
RAD RADIUS
RAS RETURN ACTIVATED SLUDGE
RC REINFORCED CONCRETE
RCB REINFORCED CONCRETE BOX
RCP REINFORCED CONCRETE PIPE
RCPA REINFORCED CONCRETE PIPE
ARCH
RD ROAD
RDCR REDUCER
REBAR REINFORCING STEEL
REF REFERENCE
REINF REINFORCE(D)(ING)(MENT)
REM REMOVE(ABLE)
REQ'D REQUIRED
RF RAISED FACE
RJ RESTRAINED JOINT
RM ROOM
RPBP REDUCED PRESSURE
BACKFLOW PREVENTER
RPM REVOLUTIONS PER MINUTE
RR RAILROAD
RT RIGHT
RVT RIVETED
RW RECLAIMED WATER
RWM RAW WATER
RWW RAW WASTEWATER
R/W RIGHT-OF-WAY
S
S SOUTH
SA SAMPLE LINE
SAN SANITARY
SCHED SCHEDULE
SD STORM DRAIN
SE SOUTHEAST
SECT SECTION
SEFF SECONDARY EFFLUENT
SF SQUARE FOOT OR FEET
SHT SHEET(ED)(ING)
SIG SIGNAL
SIM SIMILAR
SL SLUDGE
SLV SLEEVE
SM SHEET METAL
SOLN SOLUTION
SP SOIL PIPE, SPACE(ING)
SPEC SPECIFICATION
SPRT SUPPORT
SQ SQUARE
SS SANITARY SEWER
SSE SUBSTANDARD EFFLUENT
SST STAINLESS STEEL
ST STREET
STA STATION
STD STANDARD
STK STAKE
STL STEEL
STR STRAIGHT
STRUCT STRUCTURAL
SURF SURFACE
SV SOLENOID VALVE
SVCE SERVICE
SVW SERVICE WATER
SW SOUTHWEST
SWD SIDEWATER DEPTH
SWSH SURFACE WASH
SYM SYMBOL
SYMM SYMMETRICAL
S/W SIDEWALK
T
TAN TANGENT
TB TOP OF BEAM
TBM TEMPORARY BENCH MARK
TB-xx TEST BORING-xx (e.g. TB-1)
TD TRENCH DRAIN
TDH TOTAL DYNAMIC HEAD
TE TOTALLY ENCLOSED
TEFC TOTALLY ENCLOSED FAN
COOLED
TEL TELEPHONE
TENV TOTALLY ENCLOSED
NON-VENTILATED
THD THREAD(ED)
THK THICK(NESS)
TLM TELEMETRY
TOB TOP OF BANK
TOC TOP OF CURB
TOS TOE OF SLOPE
TOT TOTAL
TP TELEPHONE POLE
TS THICKENED SLUDGE
TV TELEVISION
TYP TYPICAL
T&B TOP AND BOTTOM
U
UD UNDERDRAIN
UE UNDERGROUND ELECTRIC
UG UNDERGROUND
ULT ULTIMATE
UN UNION
UON UNLESS OTHERWISE NOTED
UPVD UNPAVED
UGE UNDERGROUND ELECTRIC
UT UNDERGROUND TELEPHONE
UTC UNDERGROUND TELEPHONE
CABLE
UTIL UTILITY
V
V VOLT(S)
VAC VACUUM
VAR VARIES
VC VERTICAL CURVE
VCP VITRIFIED CLAY PIPE
VEL VELOCITY
VERT VERTICAL
VFD VARIABLE FREQUENCY DRIVE
VOL VOLUME
W
W WATER MAIN
WAS WASTE ACTIVATED SLUDGE
WCO WALL CLEAN OUT
WF WIDE FLANGE
WH WALL HYDRANT
WL WATER LINE
WM WATER MAIN
WP WATER PROOF(ING), WORKING
POINT
WPR WORKING PRESSURE
WS WATER SURFACE
WSP WELDED STEEL PIPE
WT WEIGHT
WTP WATER TREATMENT PLANT
WV WATER VALVE
WW WASH WATER
WWF WELDED WIRE FABRIC
WWM WELDED WIRE MESH
WWTP WASTEWATER TREATMENT
PLANT
W/ WITH
W/O WITHOUT
X
XFER TRANSFER
Y
YD YARD(S)
YH YARD HYDRANT
YR YEAR(S) YR
FM
v
PROPOSED STORM DRAIN
SS
SS PROPOSED SANITARY SEWER
S
F P
UTILITY MARKER (AS SHOWN)
UTILITY METER (AS SHOWN)
UTILITY RISER (AS SHOWN)
UTILITY VALVE (AS SHOWN)
LIGHT POLE
ELECTRIC TRANSFORMER
FIRE HYDRANT
SATELLITE DISH
POST
TRAFFIC SIGN
SPRINKLER HEAD
SPIGOT
DECIDUOUS TREE
EVERGREEN TREE
CLEANOUT
FLAG (AS SHOWN)
BENCHMARK
NAIL & DISK
TRAVERSE POINT
SET 1/2" IRON ROD LB# 26
FOUND IRON (TYPE)
SECTION CORNER
BM
ND
TP
SC
CO
UTILITY POLE (AS SHOWN)
GUY ANCHOR
MAIL BOXMB
PALM TREE
F
S SET MONUMENT (TYPE)
FOUND MONUMENT (TYPE)
BACKFLOW PREVENTER
PROPOSED FORCE MAINFM
INLET PROTECTION
FORCE MAIN TO BE CUT, CAPPED,
AND ABANDONED
SILT FENCE
TREE PROTECTION
REMOVE EXISTING BOLLARD
SF
REMOVE AND REPLACE
EX. ASPHALT
SODDING
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8" OAK
16" PALM14" PALM
14" PALM
14" PALM
14" PALM
SD
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TOP 19.24
18" RCP (NE) INV 13.45
18" RCP (SW) INV 13.69
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SITE BENCHMARK NAIL & DISC LB 6762
N 1580642.0580
E 697972.8420
ELEV 19.16
18" RCP DIRECTION (END NOT LOCATED)
RIGHT OF WAY
''W
''W
SITE BENCHMARK IRON ROD & CAP LB
N 1580647.3160
E 697958.1210
ELEV 19.11
PER GIS
NOT FIELD LOCATED
BR
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RAW WATER MAIN PER
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NOT FIELD LOCATED
''R
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''R
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''R
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''R
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''R
AW
''R
AW
''R
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FM
FM
FM
FM
FM
TH-02
PROPERTY LINE
WELL 12
TOP OF CASING 23.59
GROUND ELEV 18.40
(S
EE
N O
TE
2)
TEST HOLE DATA
TEST HOLE UTILITY TYPE SIZE MATERIAL DEPTH
TH-02 RAW WATER 18.5 METAL 3.25
S
F
P
UTILITY MARKER (AS SHOWN)
UTILITY METER (AS SHOWN)
UTILITY RISER (AS SHOWN)
UTILITY MANHOLE (AS SHOWN)
UTILITY VALVE (AS SHOWN)
LIGHT POLE
ELECTRIC TRANSFORMER
FIRE HYDRANT
POST
TRAFFIC SIGN
SPRINKLER HEAD
SPIGOT WELLDECIDUOUS TREE
EVERGREEN TREE
CLEANOUT
FLAG (AS SHOWN)
BENCHMARK
NAIL & DISK
TRAVERSE POINT
SET 1/2" IRON ROD LB# 26
FOUND IRON (TYPE)
SECTION CORNER
BM
ND
TP
SC
CO UTILITY POLE (AS SHOWN)
GUY ANCHOR
MAIL BOXMB
PALM TREE
F
S SET MONUMENT (TYPE)
FOUND MONUMENT (TYPE)
ANT ANTENNA
BFP BACK FLOW PREVENTER
BM BENCHMARK
(C) CALCULATED
CO CLEANOUT
CONC CONCRETE
CM CONCRETE MONUMENT
CMP CORRUGATED METAL
PIPE
CPP CORRUGATED PLASTIC
PIPE
(D) AS DESCRIBED
DIP DUCTILE IRON PIPE
DH DRILL HOLE
EB ELECTRIC RISER
ELEC ELECTRIC
EM ELECTRIC METER
EOP EDGE OF PAVEMENT
ET ELECTRIC TRANSFORMER
F FOUND
FDC FIRE DEPT CONNECTION
FF FINISHED FLOOR
FH FIRE HYDRANT
FO FIBER OPTIC
G GAS
GM GAS METER
GV GAS VALVE
INV INVERT
IP IRON PIPE
IR IRON ROD
IRC IRON ROD & CAP
IRRV IRRIGATION VALVE
JBL JURISDICTIONAL
BOUNDARY LINE
(M) MEASURED
MB MAILBOX
MH MANHOLE
MW MONITORING WELL
ND NAIL & DISK
NL NAIL
OE OVERHEAD UTILITY LINES
OR OFFICIAL RECORDS
P POST
(P) PER PLAT
PB PLAT BOOK
PG PAGE
PK PK NAIL
POL POINT ON LINE
RCP REINFORCED CONC PIPE
RR RAILROAD
RW RECLAIMED WATER
S SET
SC SECTION CORNER
SH SPRINKLER HEAD
SPIG WATER SPIGOT
SS SANITARY SEWER
SD STORM DRAIN
SV SANITARY SEWER VALVE
TB TELEPHONE RISER
TEL TELEPHONE
TP TRAVERSE POINT
TSC TRAFFIC SIGNAL
CONTROL
TSP TRAFFIC SIGNAL POLE
TV CABLE TELEVISION
UE UNDERGROUND UTILITY
LINES
W WATER
WM WATER METER
WV WATER VALVE
XC X CUT
10'5' 20'0
LEGEND
N
ABBREVIATIONS
1. HORIZONTAL COORDINATES ARE BASED ON NAD83 (2011), FLORIDA EAST ZONE.
2. A PERPETUAL EASEMENT IS HEREBY DEDICATED OVER TRACT F AND TRACT F1 (PRIVATE
RIGHT OF WAYS) TO BREVARD COUNTY FOR INGRESS EGRESS FOR PUBLIC SERVICE AND
EMERGENCY VEHICLE ACCESS AND FOR THE INSTALLATION, OPERATION AND MAINTENANCE
OF WATER AND SEWER UTILITIES (PER PLAT).
3. ELEVATIONS SHOWN HEREON ARE BASED ON BREVARD COUNTY BENCHMARK # B4A09, BEING
A 2.5" BRASS DISC, HAVING A PUBLISHED ELEVATION OF 17.329. (NAVD 88)
4. THERE MAY BE EASEMENTS AND RESTRICTIONS OF RECORDS AND/OR PRIVATE
AGREEMENTS NOT FURNISHED TO THIS SURVEYOR THAT MAY AFFECT PROPERTY RIGHTS
AND/OR LAND USE RIGHTS OF THE LANDS SHOWN HEREON.
5. NO UNDERGROUND INSTALLATIONS, FOUNDATION FOOTINGS OR IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS NOTED.
6. THIS SURVEY WAS PERFORMED IN ACCORDANCE WITH THE STANDARDS OF PRACTICE FOR
SURVEYS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND
MAPPERS, CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE.
7. BASED ON THE NATIONAL FLOOD INSURANCE PROGRAM "FIRM" MAP COMMUNITY - PANEL
NUMBER 12009 C0115 H DATED 01/29/2021 THE ABOVE DESCRIBED PROPERTY IS LOCATED IN
ZONES "X" AND "A".
8. THIS FIELD SURVEY WAS PERFORMED ON JULY 17TH, 2023.
9. THIS IS NOT A BOUNDARY SURVEY.
A PORTION OF TRACT J AS SHOWN ON THE PLAT OF WALKABOUT P.U.D. AS RECORDED IN PLAT BOOK 49, PAGE 27 OF THE PUBLIC RECORDS OR BREVARD COUNTY, FLORIDA. EXCLUSIVE WELL
SITE EASEMENT AS RECORDED IN O.R.B. 8761, PAGE 2054.
NOTES
LEGAL DESCRIPTION
UTILITY PULLBOX (AS SHOWN)
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SITE BENCHMARK NAIL & DISC LB 26
N 1581866.6160
E 698227.6800
ELEV 17.84
FOUND IR 1/2 UNREADABLE
FOUND IR 1/2 LB7545
FOUND IR 1/2 PLS5383
FOUND ND TIN
BENCHMARK NAIL & DISC BMEG #504
N 1581781.98 E 698251.72
ELEV 17.86
WV
VERTICAL 6" PVC PIPE
VERTICAL 6" PVC PIPE
ET
7" BAY
14" PINE
14" PINE
13" PINE
12" PINE
13" PINE
FOUND IR 1/2 LB7545
10" PINE DEAD
FOUND IR 1/2
DROP INLET
TOP 17.36
24" RCP (N) INV 13.35
24" RCP (E) INV 13.46
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.8
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.8
.7
.9 17
.6
.4
.4
.6
.015 .9
.8
.4
.6
.4
.6
.6
.2
.9
.1
.7
.2
.2
.0 16
.7
.8 17 .1
.418
.1
.2
.5
.2
.318
.2
.3
.6
.4
.7
.2 16
.3
.8
.3
.3
16.74 17 .14
.96
.88
SS-
TOP 17.68
8" CLAY PIPE (N) INV 7.63
8" CLAY PIPE (S) INV 7.68
SD
CONC PAD
CURB
EOP
SD
SS
SS
SS
SS
SS
SS
SS
SS
SS
WELL P4
TOP OF CASING 19.26
GROUND ELEV 16.13
CONC TRANSFORMER
PAD
RIGHT OF WAY
RIGHT OF WAY
DROP INLET
''W
''W
''W
''W
''W
RAW WATER MAIN PER
2021 AS-BUILT SURVEY
NOT FIELD LOCATED
PER GIS
NOT FIELD LOCATED
6''RAW
ET
U E
U E
U E
''R
AW
''R
AW
''R
AW
''R
AW
UNKNOWN UTILITY
TH-01
PROPERTY LINE
WELL 13
TOP OF CASING 21.92
GROUND ELEV 16.81
(S
EE
N O
TE
2)
50.00'
20.00'
50.00'
TEST HOLE DATA
TEST HOLE UTILITY TYPE SIZE MATERIAL DEPTH
TH-01 RAW WATER 18.5 METAL 4.00
S
F
P
UTILITY MARKER (AS SHOWN)
UTILITY METER (AS SHOWN)
UTILITY RISER (AS SHOWN)
UTILITY MANHOLE (AS SHOWN)
UTILITY VALVE (AS SHOWN)
LIGHT POLE
ELECTRIC TRANSFORMER
FIRE HYDRANT
POST
TRAFFIC SIGN
SPRINKLER HEAD
SPIGOT WELLDECIDUOUS TREE
EVERGREEN TREE
CLEANOUT
FLAG (AS SHOWN)
BENCHMARK
NAIL & DISK
TRAVERSE POINT
SET 1/2" IRON ROD LB# 26
FOUND IRON (TYPE)
SECTION CORNER
BM
ND
TP
SC
CO UTILITY POLE (AS SHOWN)
GUY ANCHOR
MAIL BOXMB
PALM TREE
F
S SET MONUMENT (TYPE)
FOUND MONUMENT (TYPE)
ANT ANTENNA
BFP BACK FLOW PREVENTER
BM BENCHMARK
(C) CALCULATED
CO CLEANOUT
CONC CONCRETE
CM CONCRETE MONUMENT
CMP CORRUGATED METAL
PIPE
CPP CORRUGATED PLASTIC
PIPE
(D) AS DESCRIBED
DIP DUCTILE IRON PIPE
DH DRILL HOLE
EB ELECTRIC RISER
ELEC ELECTRIC
EM ELECTRIC METER
EOP EDGE OF PAVEMENT
ET ELECTRIC TRANSFORMER
F FOUND
FDC FIRE DEPT CONNECTION
FF FINISHED FLOOR
FH FIRE HYDRANT
FO FIBER OPTIC
G GAS
GM GAS METER
GV GAS VALVE
INV INVERT
IP IRON PIPE
IR IRON ROD
IRRV IRRIGATION VALVE
JBL JURISDICTIONAL
BOUNDARY LINE
(M) MEASURED
MB MAILBOX
MH MANHOLE
MW MONITORING WELL
ND NAIL & DISK
NL NAIL
OE OVERHEAD UTILITY LINES
OR OFFICIAL RECORDS
P POST
(P) PER PLAT
PB PLAT BOOK
PG PAGE
PK PK NAIL
POL POINT ON LINE
RCP REINFORCED CONC PIPE
RR RAILROAD
RW RECLAIMED WATER
S SET
SC SECTION CORNER
SH SPRINKLER HEAD
SPIG WATER SPIGOT
SS SANITARY SEWER
SD STORM DRAIN
SV SANITARY SEWER VALVE
TB TELEPHONE RISER
TEL TELEPHONE
TP TRAVERSE POINT
TSC TRAFFIC SIGNAL
CONTROL
TSP TRAFFIC SIGNAL POLE
TV CABLE TELEVISION
UE UNDERGROUND UTILITY
LINES
W WATER
WM WATER METER
WV WATER VALVE
XC X CUT
0 5' 10' 20'
LEGEND
N
ABBREVIATIONS
1. HORIZONTAL COORDINATES ARE BASED ON NAD83 (2011), FLORIDA EAST ZONE.
2. A PERPETUAL EASEMENT IS HEREBY DEDICATED OVER TRACT F AND TRACT F1 (PRIVATE
RIGHT OF WAYS) TO BREVARD COUNTY FOR INGRESS EGRESS FOR PUBLIC SERVICE AND
EMERGENCY VEHICLE ACCESS AND FOR THE INSTALLATION, OPERATION AND MAINTENANCE
OF WATER AND SEWER UTILITIES (PER PLAT).
3. ELEVATIONS SHOWN HEREON ARE BASED ON BREVARD COUNTY BENCHMARK # B4A09, BEING
A 2.5" BRASS DISC, HAVING A PUBLISHED ELEVATION OF 17.329. (NAVD 88)
4. THERE MAY BE EASEMENTS AND RESTRICTIONS OF RECORDS AND/OR PRIVATE
AGREEMENTS NOT FURNISHED TO THIS SURVEYOR THAT MAY AFFECT PROPERTY RIGHTS
AND/OR LAND USE RIGHTS OF THE LANDS SHOWN HEREON.
5. NO UNDERGROUND INSTALLATIONS, FOUNDATION FOOTINGS OR IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS NOTED.
6. THIS SURVEY WAS PERFORMED IN ACCORDANCE WITH THE STANDARDS OF PRACTICE FOR
SURVEYS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND
MAPPERS, CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE.
7. BASED ON THE NATIONAL FLOOD INSURANCE PROGRAM "FIRM" MAP COMMUNITY - PANEL
NUMBER 12009 C0115 H DATED 01/29/2021 THE ABOVE DESCRIBED PROPERTY IS LOCATED IN
ZONES "X" AND "A".
8. THIS FIELD SURVEY WAS PERFORMED ON JULY 17TH, 2023.
9. THIS IS NOT A BOUNDARY SURVEY.
TRACT C AS SHOWN ON THE PLAT OF THE LAKES AT INDIAN RIVER PRESERVE (PODS 12 AND 13)
AS RECORDED IN PLAT BOOK 68, PAGE 30 OF THE PUBLIC RECORDS OF BREVARD COUNTY,
FLORIDA.
NOTES
LEGAL DESCRIPTION
UTILITY PULLBOX (AS SHOWN)
CHKD:
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V-102
TO
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W
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TAY
LEJ
BOUNDS OF PROPOSED MONITORING WELL EASEMENT
MONITORING WELL
WV
16" PALM
8" OAK
16" PALM
14" PALM
14" PALM
14" PALM
14" PALM
SD
SD
SD
SD
SD
SD
SD
SD
SD-
TOP 19.24
18" RCP (NE) INV 13.45
18" RCP (SW) INV 13.69
IN
D
IA
N
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IV
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P
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KW
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.38
.27
.43
.18
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.34
.32
.1019
.24
.16
.01
.25
.31
.4
.4
.5
.216
.2
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17.1
.0
.5
.4
.8
.6
.8
.6
.3
.9
.8
.2
.4
.1
.6
.7
.6
.0
.7
.8
.0
.5
.1
.3
.1
.2
.2
.6
.6
.4
.4
.0
.4
.41
18.41
.40
.38
O E
O E
O E
O E
O E
O E
O E
OE OE
CURB
CONC PAD
CURB
O E
SITE BENCHMARK NAIL & DISC LB 6762
N 1580642.0580
E 697972.8420
ELEV 19.16
SITE BENCHMARK IRON ROD & CAP LB
N 1580647.3160
E 697958.1210
ELEV 19.11
BR
IC
K
PA
VE
R
S
ID
EW
AL
K6''RAW
RAW WATER MAIN PER 2021 AS-BUILT
SURVEY NOT FIELD LOCATED
''R
AW
''R
AW
''R
AW
''R
AW
''R
AW
''R
AW
''R
AW
''R
AW
''R
AW
FM
FM
FM
FM
FM
FM
FM
TH-02
PROPERTY LINE
WELL 12
TOP OF CASING 23.59
GROUND ELEV 18.40
SILT FENCE (TYP)
C-501
EXISTING TREE TO
BE REMOVED (TYP)
OPEN-CUT
TRENCHING (TYP)
OPEN-CUT REMOVE AND
REPLACE THE EXISTING PAVERS
SIDEWALK IN KIND OR BETTER
TEMPORARY
CONSTRUCTION
ENTRANCE
C-501
CONTRACTOR TO REPAIR
ANY DAMAGES CAUSED TO
THE EXISTING CURB DURING
CONSTRUCTION ACTIVITIES
SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
DEMOLISH EXISTING
CONCRETE PAD
CHKD:
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Bar Measures 1 inch, otherwise drawing not to scale
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C-101
EX
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D
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C O
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N (W
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ZSP
RLM
JEC
N
0 6'3' 12'
SCALE: 1" = 6'
LEGEND
SIDEWALK DEMO
OPEN CUT TRENCHING
MONITORING WELL
WV
16" PALM
14" PALM
14" PALM
SD
SD
SD
SD
SD
SD
SD
SD
SD-
TOP 19.24
18" RCP (NE) INV 13.45
18" RCP (SW) INV 13.69
IN
D
IA
N
R
IV
ER
P
AR
KW
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C
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P.
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.41
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.38
.27
.43
.18
.41
.34
.32
.1019
.24
.16
.01
.25
.31
.4
.4
.5
.216
.2
.5
17.1
.0
.5
.4
.8
.6
.8
.6
.3
.9
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.2
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.3
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.2
.2
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.6
.4
.4
.0
.4
.41
18.41
.40
.38
O E
O E
O E
O E
O E
O E
O E
OE OE
CURB
CONC PAD
CURB
O E
SITE BENCHMARK NAIL & DISC LB 6762
N 1580642.0580
E 697972.8420
ELEV 19.16
SITE BENCHMARK IRON ROD & CAP LB
N 1580647.3160
E 697958.1210
ELEV 19.11
BR
IC
K
PA
VE
R
S
ID
EW
AL
K6''RAW
RAW WATER MAIN PER 2021 AS-BUILT
SURVEY NOT FIELD LOCATED
''R
AW
''R
AW
''R
AW
''R
AW
''R
AW
''R
AW
''R
AW
''R
AW
''R
AW
FM
FM
FM
FM
FM
FM
FM
TH-02
PROPERTY LINE
WELL 12
TOP OF CASING 23.59
GROUND ELEV 18.40
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
PROPOSED CONTROL PANEL
(SEE ELECTRICAL DRAWINGS)
PROPOSED CONCRETE PAD (TYP)
(SEE STRUCTURAL DRAWINGS)
PROPOSED 6' HIGH
PVC FENCE
C-503
PROPOSED PVC
12' DOUBLE
SWING GATE
C-503
WELL PUMP AND DISCHARGE PIPING
(SEE PROCESS DRAWINGS)
PROPOSED BOLLARD
(TYPICAL FOR SOFT SURFACE)
C-502
PROPOSED SIDEWALK
(RESTORE BRICK PAVERS LIKE
KIND OR BETTER)
6" RAW WATER LINE
(SEE PROCESS DRAWINGS)
PROPOSED CONCRETE GENERATOR PAD
(SEE ELECTRICAL AND STRUCTURAL DRAWINGS)
HOSE BIBB AND RACK6
D-502
1" GV WITH VALVE BOX
1" RAW WATER POLY LINE
D-502
6"x1" SERVICE
SADDLE WITH
CORP STOP
D-502
ARTIFICAL TURF
(SEE NOTE 1)
C-503
"NON-POTABLE WATER"
SIGN (SEE NOTE 2)
C-502
NOTES:
1. ARTIFICIAL TURF SHALL BE INSTALLED WITHIN THE
LIMITS OF FENCE UNLESS OTHER MATERIAL IS
SPECIFIED.
2. CONTRACTOR TO COORDINATE LOCATION OF SIGN
POSTING WITH COUNTY.
C-502
MONITORING WELL PAD
RTU TOWER
SITE LIGHT
NO TRESPASSING
SIGN
C-501
PROPOSED REMOVABLE BOLLARD
(TYPICAL FOR CONCRETE PAVEMENT)
C-502
CHKD:
DRWN:
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DESN:
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BID SET
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SI
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AY
O U
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PL
AN
(W
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L
N O
.1 2)
ZSP
RLM
JEC
N
0 6'3' 12'
SCALE: 1" = 6'
ASPHALT PAVEMENT
ARTIFICIAL TURF
CONCRETE
C-503
LEGEND
C-501
MONITORING WELL
WV
16" PALM
14" PALM
14" PALM
SD
SD
SD
SD
SD
SD
SD
SD
IN
D
IA
N
R
IV
ER
P
AR
KW
AY
' P
R
IV
AT
E
R
IG
H T
O F
W
AY
TR
AC
T F
EX
C
LU
SI
VE
W
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L
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AS
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EN
T O
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. 8
1, P
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TR
AC
T J
W
AL
KA
BO
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PU
D
PL
AT
B O
O K
, P
AG
E
O W
N
ER
: I N
D
IA
N R
IV
ER
P R
ES
ER
VE
E
ST
AT
ES
C
O R
P.
EOP
.41
.15
.32
.38
.27
.43
.18
.41
.34
.32
.1019
.24
.16
.01
.25
.31
.4
.4
.5
.216
.2
.5
17.1
.0
.5
.4
.8
.6
.8
.6
.3
.9
.8
.2
.4
.1
.6
.7
.6
.0
.7
.8
.0
.5
.1
.3
.1
.2
.2
.6
.6
.4
.4
.0
.4
.41
18.41
.40
.38
O E
O E
O E
O E
O E
O E
O E
OE OE
CURB
CONC PAD
CURB
SITE BENCHMARK NAIL & DISC LB 6762
N 1580642.0580
E 697972.8420
ELEV 19.16
SITE BENCHMARK IRON ROD & CAP LB
N 1580647.3160
E 697958.1210
ELEV 19.11
BR
IC
K
PA
VE
R
S
ID
EW
AL
K6''RAW
RAW WATER MAIN PER 2021 AS-BUILT
SURVEY NOT FIELD LOCATED
''R
AW
''R
AW
''R
AW
''R
AW
''R
AW
''R
AW
''R
AW
''R
AW
''R
AW
FM
FM
FM
FM
FM
FM
FM
TH-02
PROPERTY LINE
WELL 12
TOP OF CASING 23.59
GROUND ELEV 18.40
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
C-503
PROPOSED PVC
12' DOUBLE
SWING GATE
C-503
PROPOSED BOLLARD
(TYPICAL FOR SOFT SURFACE)
C-502
PROPOSED SIDEWALK
(RESTORE BRICK PAVERS
LIKE KIND OR BETTER)
111.12'
.7 5'
GEOMETRY POINT TABLE
PT#
DESCRIPTION
FENCE CORNER
FENCE CORNER
FENCE CORNER
FENCE CORNER
GATE
GATE
CENTERLINE
CENTERLINE
SLAB CORNER
NORTHING
1580626.37
1580669.06
1580644.84
1580602.60
1580636.21
1580624.66
1580624.20
1580649.62
1580632.81
EASTING
697825.58
697835.12
697943.56
697931.99
697940.90
697937.57
697967.14
697853.35
697842.41
GEOMETRY POINT TABLE
PT#
DESCRIPTION
SLAB CORNER
SITE LIGHT
SLAB CORNER
SLAB CORNER
EOP
EOP
EOP
EOP
EOP
NORTHING
1580631.39
1580662.10
1580658.68
1580655.46
1580643.75
1580640.48
1580634.51
1580619.87
1580615.51
EASTING
697848.75
697855.29
697878.22
697854.72
697852.11
697866.74
697870.53
697867.26
697886.78
15 16
23 24
GEOMETRY POINT TABLE
PT#
DESCRIPTION
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
SIDEWALK
NORTHING
1580630.15
1580633.94
1580621.76
1580620.00
1580616.55
1580633.26
1580631.45
1580632.97
1580639.12
EASTING
697890.05
697896.02
697950.53
697958.42
697962.76
697954.09
697962.18
697967.54
697956.13
GEOMETRY POINT TABLE
PT#
DESCRIPTION
SIDEWALK
SIDEWALK
SIDEWALK
CENTER RADIUS
CENTER RADIUS
RTU TOWER
SLAB CORNER
SLAB CORNER
SLAB CORNER
NORTHING
1580639.12
1580613.12
1580613.09
1580635.60
1580629.06
1580654.43
1580657.01
1580643.88
1580665.07
EASTING
697965.26
697948.16
697956.61
697865.65
697894.93
697879.43
697847.81
697851.54
697849.61
GEOMETRY POINT TABLE
PT#
DESCRIPTION
SLAB CORNER
SLAB CORNER
SLAB CORNER
SLAB CORNER
SLAB CORNER
SLAB CORNER
SLAB CORNER
SLAB CORNER
NORTHING
1580668.25
1580658.20
1580655.01
1580624.46
1580624.02
1580625.98
1580626.41
1580650.62
EASTING
697835.35
697833.10
697847.37
697837.57
697839.53
697839.96
697838.01
697876.42
20'
R5'
R5'
PROPOSED CONTROL PANEL
(SEE ELECTRICAL DRAWINGS)
PROPOSED CONCRETE PAD (TYP)
(SEE STRUCTURAL DRAWINGS)
WELL PUMP
(SEE PROCESS DRAWINGS)
PROPOSED CONCRETE GENERATOR PAD
(SEE ELECTRICAL AND STRUCTURAL DRAWINGS)
PROPOSED REMOVABLE BOLLARD
(TYPICAL FOR CONCRETE PAVEMENT)
C-502
8.
'5.
'7.08'
28.35'
.3
15.02'
PROPOSED 6' HIGH
PVC FENCE
4' (TYP)
CHKD:
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PL
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(W
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ZSP
RLM
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0 6'3' 12'
SCALE: 1" = 6'
LEGEND
ASPHALT PAVEMENT
ARTIFICIAL TURF
CONCRETE
C-503
MONITORING WELL
WV
16" PALM
8" OAK
16" PALM
14" PALM
14" PALM
14" PALM
14" PALM
SD
SD
SD
SD
SD
SD
SD
SD
IN
D
IA
N
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P
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P R
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C
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P.
EOP
.41
.15
.32
.38
.27
.43
.18
.41
.34
.32
.1019
.24
.16
.01
.25
.31
.4
.4
.5
.216
.2
.5
17.1
.0
.5
.4
.8
.6
.8
.6
.3
.9
.8
.2
.4
.1
.6
.7
.6
.0
.7
.8
.0
.5
.1
.3
.1
.2
.2
.6
.6
.4
.4
.0
.4
.41
18.41
.40
.38
O E
O E
O E
O E
O E
O E
O E
OE OE
CURB
CONC PAD
CURB
O E
SITE BENCHMARK NAIL & DISC LB 6762
N 1580642.0580
E 697972.8420
ELEV 19.16
SITE BENCHMARK IRON ROD & CAP LB
N 1580647.3160
E 697958.1210
ELEV 19.11
BR
IC
K
PA
VE
R
S
ID
EW
AL
K
FM
FM
FM
FM
FM
FM
FM
TH-02
PROPERTY LINE
WELL 12
TOP OF CASING 23.59
GROUND ELEV 18.40
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
PROPOSED 6' HIGH
PVC FENCE
C-503 PROPOSED PVC
12' DOUBLE
SWING GATE
C-503
PROPOSED BOLLARD
(TYPICAL FOR SOFT SURFACE)
C-502
PROPOSED SIDEWALK
(RESTORE BRICK PAVERS
WALK IN KIND OR BETTER)
GS 18.40
GS 17.40
GS 17.90
GS 18.00
GS 16.55
GS 16.80
GS 17.00
GS 18.50
GS 18.39
GS 18.30
GS 17.96
GS 17.97
GS 18.30
GS 18.50
GS 18.40
GS 18.30
GS 18.30
GS 17.60
MEG 19.34
MEG 19.32
MEG 19.34 MEG 19.22
MEG 19.35
MEG 19.33
MEG 19.39
MEG 19.35
MEG 19.31
MEG 19.23
PROPOSED CONTROL PANEL
(SEE ELECTRICAL DRAWINGS)
PROPOSED CONCRETE SLAB (TYP)
(SEE STRUCTURAL DRAWINGS)
WELL PUMP
(SEE PROCESS DRAWINGS)
PROPOSED CONCRETE GENERATOR PAD
(SEE ELECTRICAL AND STRUCTURAL DRAWINGS)
FFE = 18.40
FFE = 18.40
PROPOSED "DO NOT
ENTER AUTHORIZED
VEHICLES ONLY" SIGN
C-502
GS 18.40
GS 18.40
SITE LIGHT
RTU TOWER
FFE = 18.40
C-502
PROPOSED REMOVABLE BOLLARD
(TYPICAL FOR PAVEMENT)
PROPOSED 24" WHITE
STOP BAR (TYP)
STOP SIGN (TYP)
C-502
CHKD:
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(W
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ZSP
RLM
JEC
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0 6'3' 12'
SCALE: 1" = 6'
LEGEND
ASPHALT PAVEMENT
ARTIFICIAL TURF
CONCRETE
C-503
E 698227.6800
ELEV 17.84
FOUND IR 1/2 UNREADABLE
FOUND IR 1/2 LB7545
FOUND IR 1/2 PLS5383
FOUND ND TIN
BENCHMARK NAIL & DISC BMEG #504
N 1581781.98 E 698251.72
ELEV 17.86
WV
VERTICAL 6" PVC PIPE
VERTICAL 6" PVC PIPE
ET
7" BAY
14" PINE
14" PINE
13" PINE
12" PINE
13" PINE
FOUND IR 1/2 LB7545
10" PINE DEAD
FOUND IR 1/2
DROP INLET
TOP 17.36
24" RCP (N) INV 13.35
24" RCP (E) INV 13.46
TR
AC
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.73
.57
.83
.91
.79
.85
.8417
.64
.89
.92
.97
.66
.93
.06
18.05
.71
.00
.11
.9
.1
.4
.5
.6
.5
.3
.4
.5
.0
.7
.2
.0
.7
.5
.8
.8
.4
.8
.7
.9 17
.6
.4
.4
.6
.015
.9
.8
.4
.6
.4
.6
.6
.2
.9
.1
.7
.2
.2
.0 16
.7
.8 17
.1
.418
.1
.2
.5
.2
.3
.2
.3
.6
.4
.7
.2 16
.3
.8
.3
.3
16.74 17 .14
.96
.88
SS-
TOP 17.68
8" CLAY PIPE (N) INV 7.63
8" CLAY PIPE (S) INV 7.68
SD
CONC PAD
CURB
EOP
SS
SS
SS
SS
SS
SS
SS
WELL P4
TOP OF CASING 19.26
GROUND ELEV 16.13
CONC TRANSFORMER
PAD
RIGHT OF WAY
DROP INLET
RAW WATER MAIN PER
2021 AS-BUILT SURVEY
NOT FIELD LOCATED
6''RAW
ET
U E
U E
U E
U E
''R
AW
''R
AW
''R
AW
''R
AW
''R
AW
TH-01
PROPERTY LINE
WELL 13
TOP OF CASING 21.92
GROUND ELEV 16.81
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SILT FENCE (TYP)
C-501
EXISTING TREE TO
BE REMOVED (TYP)
OPEN-CUT
TRENCHING (TYP)
REMOVE AND
REPLACE EXISTING
SIDEWALK
TEMPORARY
CONSTRUCTION
ENTRANCE
C-501
CONTRACTOR TO REPAIR
ANY DAMAGES CAUSED TO
THE EXISTING CURB DURING
CONSTRUCTION ACTIVITIES
INLET PROTECTION
GRATE WRAP (TYP)
C-501
UNKNOWN UTILITYDEMOLISH EXISTING
CONCRETE PAD
CHKD:
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BID SET
EN
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C-201
EX
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TI
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G C
O N
D
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N
S, ER
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SI
O N
C O
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TR
O L
AN
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O
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TI
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N (W
EL
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N O
.1 3)
ZSP
RLM
JEC
N
0 6'3' 12'
SCALE: 1" = 6'
LEGEND
SIDEWALK DEMO
OPEN CUT TRENCHING
INLET PROTECTION
GRATE WRAP
E 698227.6800
ELEV 17.84
FOUND IR 1/2 UNREADABLE
FOUND IR 1/2 LB7545
FOUND IR 1/2 PLS5383
FOUND ND TIN
BENCHMARK NAIL & DISC BMEG #504
N 1581781.98 E 698251.72
ELEV 17.86
WV
VERTICAL 6" PVC PIPE
VERTICAL 6" PVC PIPE
ET
14" PINE
13" PINE
12" PINE
FOUND IR 1/2 LB7545
FOUND IR 1/2
24" RCP (E) INV 13.46
TR
AC
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TR
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PA
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TR
AC
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C O
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S
ID
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AL
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17 17
.47
.73
.57
.83
.91
.79
.85
.8417
.64
.89
.92
.97
.66
.93
.06
.71
.00
.11
.9
.1
.4
.5
.6
.5
.3
.4
.5
.0
.7
.2
.0
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.5
.8
.8
.4
.8
.7
.9 17
.6
.4
.4
.6
.015
.9
.8
.4
.6
.4
.6
.6
.2
.9
.1
.7
.2
.2
.0 16
.7
.8 17
.1
.418
.1
.2
.5
.2
.3
.2
.3
.6
.4
.7
.2 16
.3
.8
.3
.3
16.74 17 .14
.96
.88
SS-
TOP 17.68
8" CLAY PIPE (N) INV 7.63
8" CLAY PIPE (S) INV 7.68
SD
CONC PAD
CURB
EOP
SS
SS
SS
SS
SS
SS
SS
WELL P4
TOP OF CASING 19.26
GROUND ELEV 16.13
CONC TRANSFORMER
PAD
RIGHT OF WAY
RAW WATER MAIN PER
2021 AS-BUILT SURVEY
NOT FIELD LOCATED
6''RAW
ET
U E
U E
U E
U E
''R
AW
''R
AW
''R
AW
''R
AW
''R
AW
TH-01
PROPERTY LINE
WELL 13
TOP OF CASING 21.92
GROUND ELEV 16.81
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx
PROPOSED CONCRETE PAD (TYP)
(SEE STRUCTURAL DRAWINGS)
PROPOSED 6' HIGH
PVC FENCE
C-503
PROPOSED PVC
12' DOUBLE
SWING GATE
C-503
WELL PUMP AND DISCHARGE PIPING
(SEE PROCESS DRAWINGS)
PROPOSED BOLLARD
(TYPICAL FOR SOFT SURFACES)
C-502
PROPOSED
SIDEWALK
C-501
6" RAW WATER LINE
(SEE PROCESS DRAWINGS)
PROPOSED GENERATOR PAD
(SEE ELECTRICAL AND STRUCTURAL DRAWINGS)
NOTES:
1. CONTRACTOR SHALL MAINTAIN ACCESS TO NEARBY
RESIDENCES DURING CONSTRUCTION AT ALL TIMES
FOR EMERGENCY AND OCCUPANTS ACCESS.
2. CONTRACTOR SHALL OBTAIN ROW PERMIT IF
REQUIRED. SHALL INDIAN RIVER PARKWAY ROAD
CROSSING REQUIRE NIGHT WORK, ONE LANE TO
REMAIN OPEN, SIGNED AND SEALED MOT PLAN, AND
3RD PARTY CONSTRUCTION INSPECTOR ALL
SUBJECT TO COUNTY ENGINEER'S APPROVAL.
3. ARTIFICIAL TURF SHALL BE INSTALLED WITHIN THE
LIMITS OF FENCE UNLESS OTHER MATERIAL IS
SPECIFIED.
4. CONTRACTOR TO COORDINATE LOCATION OF SIGN
POSTING WITH COUNTY.
HOSE BIBB AND RACK
D-502
1" GV WITH VALVE BOX
1" RAW WATER POLY LINE
D-502
6"x1" SERVICE
SADDLE WITH
CORP STOP
D-502
ARTIFICIAL TURF
(SEE NOTE 3)
C-503
FENCE STOP (CONTRACTOR
TO COORDINATE LOCATION
WITH COUNTY)
"NON-POTABLE WATER"
SIGN (SEE NOTE 4)
C-502
4' PVC PEDESTRIAN GATE
C-503
BOUNDS OF MONITORING
WELL EASEMENT
PROPOSED CONTROL PANEL
(SEE ELECTRICAL DRAWINGS)
MONITORING WELL PAD
C-502
50.00'
.0
0'
GRAVEL WALKWAY
C-501
12"x12" NDS
CATCH BASIN
PROPOSED SIGN "DO NOT ENTER
AUTHORIZED VEHICLES ONLY" SIGN
SITE LIGHT
RTU TOWER
NO TRESPASSING
SIGN
C-501
C-502
PROPOSED REMOVABLE BOLLARD
(TYPICAL FOR CONCRETE PAVEMENT)
C-502
12"x12" NDS
CATCH BASIN
CHKD:
DRWN:
PROJ:
DESN:
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C op yr ig ht : T et ra
T ec h
200-76510-23002
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BID SET
EN
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IN
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C-202
SI
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L
AY
O U
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PL
AN
(W
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L
N O
.1 3)
ZSP
RLM
JEC
N
0 6'3' 12'
SCALE: 1" = 6'
LEGEND
ASPHALT PAVEMENT
ARTIFICIAL TURF
CONCRETE
GRAVEL WALKWAY
C-503
C-501
E 698227.6800
ELEV 17.84
FOUND IR 1/2 UNREADABLE
FOUND IR 1/2 LB7545
FOUND IR 1/2 PLS5383
FOUND ND TIN
BENCHMARK NAIL & DISC BMEG #504
N 1581781.98 E 698251.72
ELEV 17.86
WV
VERTICAL 6" PVC PIPE
VERTICAL 6" PVC PIPE
ET
14" PINE
13" PINE
12" PINE
FOUND IR 1/2 LB7545
FOUND IR 1/2
TR
AC
T C
U
TI
LI
TI
ES
TR
AC
T D
PA
R
KS
, C
O N
SE
R
VA
TI
O N
, A N
D R
EC
R
EA
TI
O N
O W
N
ER
: I N
D
IA
N R
IV
ER
P R
ES
ER
VE
P
R O
PE
R
TY
O W
N
ER
S
AS
SO
C
IA
TI
O N
IN
C
IN
D
IA
N
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