Attachment_C_-_Drawings.pdf

© 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

CHKD:

DRWN:

PROJ:

DESN:

w w w .te tra te ch .c om

M

AR

K D

AT

E

D

ES

C R

IP

TI

O N

BY

/1

9/

:0 4:

P

M

C :\U

SE

R

S\

JE

R

EM

Y.

ST

AN

O

\D C

\A C

C D

O C

S\

TE

TR

A

TE

C

H

IN

C \2

-7

-2

M

IM

S

W

EL

LS

2&

\P R

O

JE

C T

FI

LE

S\ C

AD

\S

H

EE

TF

IL

ES

\G

-0

_0

D R

AW

IN

G

IN

D

EX

A N

D G

EN

ER

AL

N

O

TE

S.

D

W G

ST

AN

O

, J

ER

EM

Y

A

B

C

D

E

F

2 3 4 5 6 7

Bar Measures 1 inch, otherwise drawing not to scale

C op yr ig ht : T et ra

T ec h

200-76510-23002

M

IM

S W

EL

LS

N O

.1

AN

D

N O

.1

BR

EV

AR

D

C O

U N

TY

U

TI

LI

TI

ES

D

EP

AR

TM

EN

T

EA

ST

P

IN

E

ST

R

EE

T, S

U

IT

E

O

R

LA

N D

O , F

L

TE

L:

(4

) 8

-3

F

AX

7)

-3

BID SET

EN

G

IN

EE

R

IN

G B

U

SI

N

ES

S N

O . 2

G-002

LO

C

AT

IO

N M

AP

G

EN

ER

AL

N O

TE

S

AN

D

D R

AW

IN

G

IN

D

EX

MIA

ARM

MDT

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

CHKD:

DRWN:

PROJ:

DESN:

w w w .te tra te ch .c om

M

AR

K D

AT

E

D

ES

C R

IP

TI

O N

BY

/1

9/

2:

:5

PM

C :\U

SE

R

S\

JE

R

EM

Y.

ST

AN

O

\D C

\A C

C D

O C

S\

TE

TR

A

TE

C

H

IN

C \2

-7

-2

M

IM

S

W

EL

LS

2&

\P R

O

JE

C T

FI

LE

S\ C

AD

\S

H

EE

TF

IL

ES

\G

-0

_0

D R

AW

IN

G

IN

D

EX

A N

D G

EN

ER

AL

N

O

TE

S.

D

W G

ST

AN

O

, J

ER

EM

Y

A

B

C

D

E

F

2 3 4 5 6 7

Bar Measures 1 inch, otherwise drawing not to scale

C op yr ig ht : T et ra

T ec h

200-76510-23002

M

IM

S W

EL

LS

N O

.1

AN

D

N O

.1

BR

EV

AR

D

C O

U N

TY

U

TI

LI

TI

ES

D

EP

AR

TM

EN

T

EA

ST

P

IN

E

ST

R

EE

T, S

U

IT

E

O

R

LA

N D

O , F

L

TE

L:

(4

) 8

-3

F

AX

7)

-3

BID SET

EN

G

IN

EE

R

IN

G B

U

SI

N

ES

S N

O . 2

G-003

LE

G

EN

D

A N

D

AB

BR

EV

IA

TI

O N

S

ZSP

RLM

JEC

SV

WV

MONITORING WELL

WV

16" PALM

8" OAK

16" PALM14" PALM

14" PALM

14" PALM

14" PALM

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

AY

' P

R

IV

AT

E

R

IG

H T

O F

W

AY

TR

AC

T F

DROP INLET

TOP 19.14

18" RCP (NE) INV 14.08

EX

C

LU

SI

VE

W

EL

L

SI

TE

E

AS

EM

EN

T O

.R .B

. 8

1, P

G .2

TR

AC

T J

W

AL

KA

BO

U T

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

.26

.0119

.25

.31

.4

.4

.5

.216 .2

.5

17.1

.0

.5

.4

.8

.6

.8

.618

.3

.9

.1

.9

.4

.0

.8

.2

.4

.1

.617

.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

OE OE

CURB

CONC PAD

CURB

O E

O E

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

IC

K

PA

VE

R

S

ID

EW

AL

K

6''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

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)

CHKD:

DRWN:

PROJ:

DESN:

w w w .te tra te ch .c om

M

AR

K D

AT

E

D

ES

C R

IP

TI

O N

BY

/1

9/

2:

:0

PM

C :\U

SE

R

S\

JE

R

EM

Y.

ST

AN

O

\D C

\A C

C D

O C

S\

TE

TR

A

TE

C

H

IN

C \2

-7

-2

M

IM

S

W

EL

LS

2&

\P R

O

JE

C T

FI

LE

S\ C

AD

\S

H

EE

TF

IL

ES

\V

-1

XX

.D W

G

ST

AN

O , J

ER

EM

Y

A

B

C

D

E

F

2 3 4 5 6 7

Bar Measures 1 inch, otherwise drawing not to scale

C op yr ig ht : T et ra

T ec h

200-76510-23002

M

IM

S W

EL

LS

N O

.1

AN

D

N O

.1

BR

EV

AR

D

C O

U N

TY

U

TI

LI

TI

ES

D

EP

AR

TM

EN

T

EA

ST

P

IN

E

ST

R

EE

T, S

U

IT

E

O

R

LA

N D

O , F

L

TE

L:

(4

) 8

-3

F

AX

7)

-3

BID SET

EN

G

IN

EE

R

IN

G B

U

SI

N

ES

S N

O . 2

V-101

TO

PO

G R

AP

H

IC

S

U R

VE

Y

W

EL

L

SI

TE

TAY

LEJ

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

TR

AC

T C

U

TI

LI

TI

ES

LO

T

BL

O C

K A

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

R

IV

ER

P

AR

KW

AY

' P

R

IV

AT

E

R

IG

H T

O F

W

AY

TR

AC

T F

C O

N C

S

ID

EW

AL

K

17 17

.47

.73

.57

.83

.91

.79

.85

.8417

.64

.89

.92

.97

.66

.93

.06

18.05

.71

.00

.1117

.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

.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:

DRWN:

PROJ:

DESN:

w w w .te tra te ch .c om

M

AR

K D

AT

E

D

ES

C R

IP

TI

O N

BY

/1

9/

2:

:3

PM

C :\U

SE

R

S\

JE

R

EM

Y.

ST

AN

O

\D C

\A C

C D

O C

S\

TE

TR

A

TE

C

H

IN

C \2

-7

-2

M

IM

S

W

EL

LS

2&

\P R

O

JE

C T

FI

LE

S\ C

AD

\S

H

EE

TF

IL

ES

\V

-1

XX

.D W

G

ST

AN

O , J

ER

EM

Y

A

B

C

D

E

F

2 3 4 5 6 7

Bar Measures 1 inch, otherwise drawing not to scale

C op yr ig ht : T et ra

T ec h

200-76510-23002

M

IM

S W

EL

LS

N O

.1

AN

D

N O

.1

BR

EV

AR

D

C O

U N

TY

U

TI

LI

TI

ES

D

EP

AR

TM

EN

T

EA

ST

P

IN

E

ST

R

EE

T, S

U

IT

E

O

R

LA

N D

O , F

L

TE

L:

(4

) 8

-3

F

AX

7)

-3

BID SET

EN

G

IN

EE

R

IN

G B

U

SI

N

ES

S N

O . 2

V-102

TO

PO

G R

AP

H

IC

S

U R

VE

Y

W

EL

L

SI

TE

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

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

EL

L

SI

TE

E

AS

EM

EN

T O

.R .B

. 8

1, P

G .2

TR

AC

T J

W

AL

KA

BO

U T

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

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:

DRWN:

PROJ:

DESN:

w w w .te tra te ch .c om

M

AR

K D

AT

E

D

ES

C R

IP

TI

O N

BY

/1

9/

2:

:2

PM

C :\U

SE

R

S\

JE

R

EM

Y.

ST

AN

O

\D C

\A C

C D

O C

S\

TE

TR

A

TE

C

H

IN

C \2

-7

-2

M

IM

S

W

EL

LS

2&

\P R

O

JE

C T

FI

LE

S\ C

AD

\S

H

EE

TF

IL

ES

\C

-1

A.

D

W G

ST

AN

O

, J

ER

EM

Y

A

B

C

D

E

F

2 3 4 5 6 7

Bar Measures 1 inch, otherwise drawing not to scale

C op yr ig ht : T et ra

T ec h

200-76510-23002

M

IM

S W

EL

LS

N O

.1

AN

D

N O

.1

BR

EV

AR

D

C O

U N

TY

U

TI

LI

TI

ES

D

EP

AR

TM

EN

T

EA

ST

P

IN

E

ST

R

EE

T, S

U

IT

E

O

R

LA

N D

O , F

L

TE

L:

(4

) 8

-3

F

AX

7)

-3

BID SET

EN

G

IN

EE

R

IN

G B

U

SI

N

ES

S N

O . 2

C-101

EX

IS

TI

N

G C

O N

D

IT

IO

N

S, ER

O

SI

O N

C O

N

TR

O L

AN

D

D

EM

O

LI

TI

O

N (W

EL

L

N O

.1 2)

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

AY

' P

R

IV

AT

E

R

IG

H T

O F

W

AY

TR

AC

T F

EX

C

LU

SI

VE

W

EL

L

SI

TE

E

AS

EM

EN

T O

.R .B

. 8

1, P

G .2

TR

AC

T J

W

AL

KA

BO

U T

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

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:

PROJ:

DESN:

w w w .te tra te ch .c om

M

AR

K D

AT

E

D

ES

C R

IP

TI

O N

BY

/1

9/

2:

:2

PM

C :\U

SE

R

S\

JE

R

EM

Y.

ST

AN

O

\D C

\A C

C D

O C

S\

TE

TR

A

TE

C

H

IN

C \2

-7

-2

M

IM

S

W

EL

LS

2&

\P R

O

JE

C T

FI

LE

S\ C

AD

\S

H

EE

TF

IL

ES

\C

-1

A.

D

W G

ST

AN

O

, J

ER

EM

Y

A

B

C

D

E

F

2 3 4 5 6 7

Bar Measures 1 inch, otherwise drawing not to scale

C op yr ig ht : T et ra

T ec h

200-76510-23002

M

IM

S W

EL

LS

N O

.1

AN

D

N O

.1

BR

EV

AR

D

C O

U N

TY

U

TI

LI

TI

ES

D

EP

AR

TM

EN

T

EA

ST

P

IN

E

ST

R

EE

T, S

U

IT

E

O

R

LA

N D

O , F

L

TE

L:

(4

) 8

-3

F

AX

7)

-3

BID SET

EN

G

IN

EE

R

IN

G B

U

SI

N

ES

S N

O . 2

C-102

SI

TE

L

AY

O U

T

PL

AN

(W

EL

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

EL

L

SI

TE

E

AS

EM

EN

T O

.R .B

. 8

1, P

G .2

TR

AC

T J

W

AL

KA

BO

U T

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:

DRWN:

PROJ:

DESN:

w w w .te tra te ch .c om

M

AR

K D

AT

E

D

ES

C R

IP

TI

O N

BY

/1

9/

2:

:5

PM

C :\U

SE

R

S\

JE

R

EM

Y.

ST

AN

O

\D C

\A C

C D

O C

S\

TE

TR

A

TE

C

H

IN

C \2

-7

-2

M

IM

S

W

EL

LS

2&

\P R

O

JE

C T

FI

LE

S\ C

AD

\S

H

EE

TF

IL

ES

\C

-1

A.

D

W G

ST

AN

O

, J

ER

EM

Y

A

B

C

D

E

F

2 3 4 5 6 7

Bar Measures 1 inch, otherwise drawing not to scale

C op yr ig ht : T et ra

T ec h

200-76510-23002

M

IM

S W

EL

LS

N O

.1

AN

D

N O

.1

BR

EV

AR

D

C O

U N

TY

U

TI

LI

TI

ES

D

EP

AR

TM

EN

T

EA

ST

P

IN

E

ST

R

EE

T, S

U

IT

E

O

R

LA

N D

O , F

L

TE

L:

(4

) 8

-3

F

AX

7)

-3

BID SET

EN

G

IN

EE

R

IN

G B

U

SI

N

ES

S N

O . 2

C-103

G

EO

M

ET

R Y

PL

AN

(W

EL

L N

O .1

2)

ZSP

RLM

JEC

N

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

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

EL

L

SI

TE

E

AS

EM

EN

T O

.R .B

. 8

1, P

G .2

TR

AC

T J

W

AL

KA

BO

U T

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

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:

DRWN:

PROJ:

DESN:

w w w .te tra te ch .c om

M

AR

K D

AT

E

D

ES

C R

IP

TI

O N

BY

/1

9/

:5 3:

P

M

C :\U

SE

R

S\

JE

R

EM

Y.

ST

AN

O

\D C

\A C

C D

O C

S\

TE

TR

A

TE

C

H

IN

C \2

-7

-2

M

IM

S

W

EL

LS

2&

\P R

O

JE

C T

FI

LE

S\ C

AD

\S

H

EE

TF

IL

ES

\C

-1

A.

D

W G

ST

AN

O

, J

ER

EM

Y

A

B

C

D

E

F

2 3 4 5 6 7

Bar Measures 1 inch, otherwise drawing not to scale

C op yr ig ht : T et ra

T ec h

200-76510-23002

M

IM

S W

EL

LS

N O

.1

AN

D

N O

.1

BR

EV

AR

D

C O

U N

TY

U

TI

LI

TI

ES

D

EP

AR

TM

EN

T

EA

ST

P

IN

E

ST

R

EE

T, S

U

IT

E

O

R

LA

N D

O , F

L

TE

L:

(4

) 8

-3

F

AX

7)

-3

BID SET

EN

G

IN

EE

R

IN

G B

U

SI

N

ES

S N

O . 2

C-104

G R

AD

IN

G A

N D

D R

AI

N

AG

E

PL

AN

(W

EL

L N

O .1

2)

ZSP

RLM

JEC

N

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

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

R

IV

ER

P

AR

KW

AY

' P

R

IV

AT

E

R

IG

H T

O F

W

AY

TR

AC

T F

C O

N C

S

ID

EW

AL

K

17 17

.47

.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:

DRWN:

PROJ:

DESN:

w w w .te tra te ch .c om

M

AR

K D

AT

E

D

ES

C R

IP

TI

O N

BY

/1

9/

2:

:0

PM

C :\U

SE

R

S\

JE

R

EM

Y.

ST

AN

O

\D C

\A C

C D

O C

S\

TE

TR

A

TE

C

H

IN

C \2

-7

-2

M

IM

S

W

EL

LS

2&

\P R

O

JE

C T

FI

LE

S\ C

AD

\S

H

EE

TF

IL

ES

\C

-2

A.

D

W G

ST

AN

O

, J

ER

EM

Y

A

B

C

D

E

F

2 3 4 5 6 7

Bar Measures 1 inch, otherwise drawing not to scale

C op yr ig ht : T et ra

T ec h

200-76510-23002

M

IM

S W

EL

LS

N O

.1

AN

D

N O

.1

BR

EV

AR

D

C O

U N

TY

U

TI

LI

TI

ES

D

EP

AR

TM

EN

T

EA

ST

P

IN

E

ST

R

EE

T, S

U

IT

E

O

R

LA

N D

O , F

L

TE

L:

(4

) 8

-3

F

AX

7)

-3

BID SET

EN

G

IN

EE

R

IN

G B

U

SI

N

ES

S N

O . 2

C-201

EX

IS

TI

N

G C

O N

D

IT

IO

N

S, ER

O

SI

O N

C O

N

TR

O L

AN

D

D

EM

O

LI

TI

O

N (W

EL

L

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

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

R

IV

ER

P

AR

KW

AY

' P

R

IV

AT

E

R

IG

H T

O F

W

AY

TR

AC

T F

C O

N C

S

ID

EW

AL

K

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

.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

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:

w w w .te tra te ch .c om

M

AR

K D

AT

E

D

ES

C R

IP

TI

O N

BY

/1

9/

2:

:4

PM

C :\U

SE

R

S\

JE

R

EM

Y.

ST

AN

O

\D C

\A C

C D

O C

S\

TE

TR

A

TE

C

H

IN

C \2

-7

-2

M

IM

S

W

EL

LS

2&

\P R

O

JE

C T

FI

LE

S\ C

AD

\S

H

EE

TF

IL

ES

\C

-2

A.

D

W G

ST

AN

O

, J

ER

EM

Y

A

B

C

D

E

F

2 3 4 5 6 7

Bar Measures 1 inch, otherwise drawing not to scale

C op yr ig ht : T et ra

T ec h

200-76510-23002

M

IM

S W

EL

LS

N O

.1

AN

D

N O

.1

BR

EV

AR

D

C O

U N

TY

U

TI

LI

TI

ES

D

EP

AR

TM

EN

T

EA

ST

P

IN

E

ST

R

EE

T, S

U

IT

E

O

R

LA

N D

O , F

L

TE

L:

(4

) 8

-3

F

AX

7)

-3

BID SET

EN

G

IN

EE

R

IN

G B

U

SI

N

ES

S N

O . 2

C-202

SI

TE

L

AY

O U

T

PL

AN

(W

EL

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