THE SITE CONSTRUCTION STAKEOUT SHALL BE PERFORMED UNDER THE DIRECTION OF A FLORIDA REGISTERED SURVEYOR. AUTOCAD FILES WILL BE FURNISHED TO AID IN THE SITE CONSTRUCTION STAKEOUT. ANY DISCREPANCIES FOUND BETWEEN AUTOCAD FILES AND SITE CONSTRUCTION PLANS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR CLARIFICATION PRIOR TO THAT STAKEOUT.

THIS DOCUMENT IS PROTECTED BY SECTION 106 OF THE

"UNITED STATES COPYRIGHT ACT". REPRODUCTION OR

ALTERATION OF THIS DOCUMENT OR THE INFORMATION

CONTAINED HEREON BY ANY MEANS WHATSOEVER IS

STRICTLY PROHIBITED WITHOUT THE PRIOR WRITTEN

CONSENT OF KIMLEY-HORN AND ASSOCIATES, INC.

CONSENT IS HEREBY GRANTED SPECIFICALLY TO

GOVERNMENTAL AGENCIES TO REPRODUCE THIS

DOCUMENT IN COMPLIANCE WITH F.S. CHAPTER 119.

REVISIONS DATE BY

BID SET

PREPARED BY

© 2026 KIMLEY-HORN AND ASSOCIATES, INC.

1530 CORNERSTONE BLVD, BUILDING 1, SUITE 200A

DAYTONA BEACH, FL 32117

PHONE (386) 271-0282

WWW.KIMLEY-HORN.COM CA 00035106

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

OWNER

CITY OF EDGEWATER

501 MANGO TREE DRIVE

EDGEWATER, FL 32132

CONTACT: SEAN MARONEY

PHONE: (386) 424-2400 EXT. 4007

EMAIL: SMARONEY@CITYOFEDGEWATER.ORG

ENGINEER

KIMLEY-HORN AND ASSOCIATES, INC.

1530 CORNERSTONE BLVD, BUILDING 1, SUITE 200A

DAYTONA BEACH, FL 32117

CONTACT: COLTEN A. BRICKLER, P.E.

PHONE: (407) 440-1598

EMAIL: COLTEN.BRICKLER@KIMLEY-HORN.COM

NOTES:

PRIOR TO ANY EXCAVATIONS THE CONTRACTOR SHALL COMPLY WITH THE UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT PER CHAPTER 556 OF FLORIDA LAW. CALL THE "SUNSHINE

STATE ONE-CALL CENTER" 1-800-432-4770 FOR UNDERGROUND UTILITY LOCATIONS.

THESE PLANS MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED

WHEN OBTAINING SCALED DATA.

SEPTEMBER 2026

PROJECT VICINITY MAP

VOLUSIA COUNTY, FLORIDA

N.T.S.

CITY OF EDGEWATER, FLORIDA

SILVER RIDGE WATER MAIN

IMPROVEMENTS

SHEET NUMBER

G-01

COUNCIL INFORMATION

MAYOR DIEZEL DEPEW

PHONE: (386) 895-1718

EMAIL: DDEPEW@CITYOFEDGEWATER.ORG

DISTRICT 1 - CHARLOTTE GILLIS

PHONE: (386) 895-1804

EMAIL: CGILLIS@CITYOFEDGEWATER.ORG

DISTRICT 2 - MIKE THOMAS

PHONE: (386) 428-6526

EMAIL: MTHOMAS@CITYOFEDGEWATER.ORG

DISTRICT 3 - DEBBIE DOLBOW

PHONE: (386) 895-1781

EMAIL: DDOLBOW@CITYOFEDGEWATER.ORG

DISTRICT 4 - ERIC RAINBIRD

PHONE: (386) 895-1731

EMAIL: ERAINBIRD@CITYOFEDGEWATER.ORG

NORTH

PROJECT LOCATION

SILVER CIRCLE

DENSO

N DRIVE

LEE DRIVE

OAK BRANCH DRIVE

SILVER CIRCLE

S. RIDG

EW

O O

D AVE.

SILVER CIRCLE

SEA GULL CT.

SHEET INDEX

SHEET # SHEET TITLE

GENERAL

G-01 COVER SHEET

G-02 GENERAL NOTES

G-03 SYMBOLS AND ABBREVIATIONS

CIVIL

C-01 KEY MAP

C-02 PLAN AND PROFILE - STA 10+00 - STA 14+00

C-03 PLAN AND PROFILE - STA 14+00 - STA 17+75

C-04 PLAN AND PROFILE - STA 20+00 - STA 24+50

C-05 PLAN AND PROFILE - STA 30+00 - STA 32+25

RESTORATION

R-01 DEMOLITION AND RESTORATION PLAN

DETAILS

D-01 STANDARD DETAILS

D-02 STANDARD DETAILS

G

LEN

W O

O D

D R

IVE

GENERAL PROJECT DATA NOTES GENERAL CONSTRUCTION REQUIREMENTS

GENERAL CONSTRUCTION REQUIREMENTS

GENERAL PROJECT DATA

FOR IDENTIFICATION OF CONTRACTUAL AGREEMENTS, THE ENGINEERING PLANS SHALL BE DATED SEPTEMBER, 2026. ANY REVISIONS

THEREAFTER WILL BE NOTED AND DATED ON THE AFFECTED DRAWING(S).

EXISTING UTILITY LOCATION

THE LOCATIONS OF ALL EXISTING UTILITIES SHALL BE SHOWN ON THE PLANS AND BE DETERMINED FROM THE BEST INFORMATION AVAILABLE.

PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION TO THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL, WITH NO COMPENSATION FROM THE UTILITY.

A SINGLE POINT UTILITY LOCATION SERVICE HAS BEEN SET UP FOR PARTICIPATING UTILITIES. CONTRACTOR IS TO CONTACT THE SUNSHINE STATE ONE CALL CENTER AT LEAST 2 AND NO MORE THAN 5 WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION.

NOTE THAT NOT ALL UTILITIES PARTICIPATE IN THIS PROGRAM. CONTRACTOR SHOULD CONTACT NON-PARTICIPATING UTILITIES SEPARATELY FOR THEIR FIELD LOCATING OF FACILITIES. PER FLORIDA STATUTE 553,851, THE CONTRACTOR OR EXCAVATOR IS REQUIRED TO NOTIFY THE GAS

COMPANY 2 WORKING DAYS PRIOR TO STARTING EXCAVATION.

AS-BUILTS

AS-BUILTS SHALL BE PROVIDED BY THE CONTRACTOR TO THE UTILITY TWO WEEKS PRIOR TO FINAL INSPECTION. ALL AS-BUILT DATA SHALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR, SIGNED, SEALED, AND DATED BY THE RESPONSIBLE PARTY. SEE INDIVIDUAL SECTIONS (SEWER, WATER SYSTEM, ETC.) FOR ADDITIONAL AS-BUILT REQUIREMENTS.

PERMITS AND PERMIT REQUIREMENTS

STATE, COUNTY, CITY, AND ALL OTHER REGULATORY AGENCY PERMITS SHALL BE OBTAINED BY THE OWNER/DEVELOPER. A COPY OF ALL PERMITS

SHALL BE PROVIDED TO THE UTILITY PRIOR TO ANY CONSTRUCTION ACTIVITY.

QUALITY CONTROL TESTING REQUIREMENTS

ALL TESTING RESULTS FOR NEW CONSTRUCTION SHALL BE PROVIDED TO THE UTILITY. TESTING REQUIREMENTS ARE TO BE IN ACCORDANCE WITH THE UTILITIES' SPECIFICATIONS AND REQUIREMENTS. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND FAILING) ON A REGULAR AND

IMMEDIATE BASIS. NO TESTING TO BE SCHEDULED ON MONDAY OR FRIDAY.

SHOP DRAWINGS

SHOP DRAWINGS AND CERTIFICATIONS FOR ALL WATER SYSTEM, AND SEWER SYSTEM

MATERIALS AND STRUCTURES ARE REQUIRED. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE TO ENGINEER FIRST FOR APPROVAL, THEN TO THE UTILITY FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION.

NOTICE OF APPLICABILTIY

WHEREVER STATE, COUNTY, CITY OR LOCAL STANDARD SPECIFICATIONS DIFFER FROM THOSE CONTAINED HEREIN: THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND UTILITY FOR CERTIFICATION. TYPICALLY THE MORE STRINGENT SHALL GOVERN.

PRE-CONSTRUCTION CONFERENCE

A PRE-CONSTRUCTION CONFERENCE SHALL BE REQUIRED WITH THE UTILITY, ENGINEER, AND CONTRACTOR IN ATTENDANCE. THE CONTRACTOR SHALL SCHEDULE, WITH ALL PARTIES, THE TIME AND PLACE OF MEETING PRIOR TO ANY CONSTRUCTION COMMENCEMENT. ALL JURISDICTIONAL PERMITS, APPROVED SHOP DRAWINGS, AND CONNECTION FEES SHALL BE IN PLACE PRIOR TO PRE-CONSTRUCTION CONFERENCE SCHEDULING.

THE UTILITY REQUIRES AT LEAST 72 HOURS NOTICE FOR SCHEDULING OF PRE-CONTRUCTION CONFERENCE.

EROSION CONTROL

EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. THESE MEASURES ARE TO BE INSPECTED BY THE CONTRACTOR ON A REGULAR BASIS AND ARE TO BE MAINTAINED OR REPAIRED ON AN IMMEDIATE BASIS, AS REQUIRED. LOCAL AND STATE JURISDICTIONAL AGENCIES SHALL BE REFERRED TO AND IMPLEMENTED DURING ALL CONSTRUCTION.

LIMITS OF DISTURBANCE

AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. REPAIR OR RECONSTRUCTION OF DAMAGED AREAS ON SURROUNDING PROPERTIES SHALL BE PERFORMED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WITH

NO COMPENSATION FROM THE UTILITY.

FILL MATERIAL

ALL FILL MATERIALS SHALL NOT CONTAIN ANY MUCK, STUMPS, ROOTS, BRUSH, VEGETATIVE MATTER, RUBBISH OR OTHER MATERIAL THAT WILL NOT COMPACT INTO A SUITABLE AND ENDURING BACKFILL. FILL SHALL BE CLEAN, NON-ORGANIC, GRANULAR MATERIAL WITH NOT MORE THAN 10%

PASSING THE NO. 200 SIEVE.

COMPACTION

FILL MATERIALS PLACED UNDER ROADWAYS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-180.

ALL OTHER FILL AREAS ARE TO BE COMPACTED TO AT LEAST 95% MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-180. FILL MATERIALS SHALL BE PLACED AND COMPACTED IN A MAXIMUM OF 12" LIFTS. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AND OWNER WITH ALL (PASSING AND FAILING) TESTING RESULTS. RESULTS SHALL BE PROVIDED ON A TIMELY AND REGULAR BASIS PRIOR TO CONTRACTOR'S PAY REQUEST

SUBMITTAL.

LAYOUT AND CONTROL

BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.

QUALITY CONTROL TESTING REQUIREMENTS

ALL TESTING RESULTS SHALL BE PROVIDED TO THE OWNER/OPERATOR, COUNTY, AND THE ENGINEER. TESTING REQUIREMENTS ARE TO BE IN ACCORDANCE WITH THE OWNER/OPERATOR'S SPECIFICATIONS AND REQUIREMENTS. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMMEDIATE BASIS. CONTRACTOR SHALL PROVIDE TESTING SERVICES THROUGH A FLORIDA LICENSED

GEOTECHNICAL ENGINEERING FIRM ACCEPTABLE TO THE OWNER AND ENGINEER.

EARTHWORK QUANTITIES

THE CONTRACTOR SHALL PERFORM HIS OWN INVESTIGATIONS AND CALCULATIONS AS NECESSARY TO ASSURE HIMSELF OF EARTHWORK QUANTITIES. THERE IS NO IMPLICATION THAT EARTHWORK BALANCES AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPORT FILL

NEEDED, OR FOR REMOVAL AND DISPOSAL OF EXCESS MATERIALS.

EROSION CONTROL

EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION. THESE MEASURES ARE TO BE INSPECTED BY THE CONTRACTOR ON A REGULAR BASIS AND ARE TO BE MAINTAINED OR REPAIRED ON AN IMMEDIATE BASIS, AS REQUIRED. REFER TO ST. JOHNS RIVER WATER MANAGEMENT DISTRICT PERMIT FOR ADDITIONAL REQUIREMENTS FOR EROSION

CONTROL AND SURFACE DRAINAGE.

WETLAND PROTECTION

THE LIMITS OF THE ON-SITE WETLANDS HAVE BEEN PROVIDED TO THE CONTRACTOR ON THE CONSTRUCTION PLANS OR ON PERMIT MATERIALS.

THE WETLANDS AREAS ARE TO BE PROTECTED FROM DISTURBANCE AT ALL TIMES. CONTRACTOR SHALL PROVIDE EROSION, SILTATION, AND DIVERSION MEASURES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN A COPY OF EACH PERMIT RELATING TO

WETLANDS AND ADHERE TO ALL PROVISIONS AND CONDITIONS THERETO.

LIMITS OF DISTURBANCE

AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. REPAIR OR RECONSTRUCTION OF DAMAGED AREAS ON SURROUNDING PROPERTIES SHALL BE PERFORMED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND

NO EXTRA COMPENSATION SHALL BE PROVIDED.

TREE REMOVAL

THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER WHEN ALL WORK IS LAID OUT (SURVEY STAKED), SO THAT A DETERMINATION MAY BE MADE OF SPECIFIC TREES TO BE REMOVED. NO TREES SHOWN ON THE CONSTRUCTION PLANS, AS BEING SAVED SHALL BE REMOVED WITHOUT

PERMISSION FROM THE OWNER AND ENGINEER.

CLEARING AND GRUBBING

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING FOR SITE CONSTRUCTION INCLUDING CLEARING FOR PAVING, UTILITIES, DRAINAGE FACILITIES AND BUILDING CONSTRUCTION. SEE PLANS FOR LIMITS OF CLEARING AND GRUBBING. ALL AREAS TO BE CLEARED SHALL BE FIELD STAKED AND REVIEWED BY THE OWNER AND ENGINEER PRIOR TO ANY CONSTRUCTION.

MATERIAL STORAGE / DEBRIS REMOVAL

ALL MATERIALS EXCAVATED SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE STOCKPILED AT ON-SITE LOCATIONS AS SPECIFIED BY THE OWNER. MATERIALS SHALL BE STOCKPILED SEPARATELY AS TO USABLE (NONORGANIC) FILL STOCKPILES AND ORGANIC (MUCK) STOCKPILES IF MUCK IS ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE FILL MATERIALS FROM THE SITE. ALL CLAY ENCOUNTERED SHALL BE EXCAVATED OUT AND REPLACED WITH CLEAN GRANULAR FILL MATERIALS.

GENERAL

THE CONTRACTOR IS TO CONTACT FLORIDA POWER & LIGHT / FLORIDA PUBLIC UTILITIES CO. TO CONSTRUCTION AND TO MAINTAIN 25 FT

CLEARANCE OF THE TRANSMISSION LINE STRUCTURES.

1. THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO PERFORM THE WORK AND MAINTAIN SAFETY TO THE PUBLIC AND WORKERS, AND THE PROTECTION OF PROPERTY THROUGHOUT THE CONSTRUCTION. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA

STANDARDS, AS APPLICABLE. CONTRACTOR MUST COMPLY WITH TRENCH SAFETY ACT.

2. ALL UTILITY CROSSING LINES IDENTIFIED ON PLANS AND PROFILES ARE BASED ON BEST AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY UTILITY INFORMATION WITH APPROPRIATE UTILITIES AND SUNSHINE STATE ONE CALL CENTER FLORIDA 811. CONTRACTOR TO INCLUDE ON RECORD DRAWINGS ACCURATE ELEVATION AND LOCATION OF ALL UTILITY CONFLICTS.

3. ALL UTILITY DAMAGED BY CONSTRUCTION MUST BE PROMPTLY REPAIRED TO THE CONDITION EXISTING PRIOR TO THE DAMAGING OF THE UTILITY. REPAIRS ARE INCIDENTAL TO THE INSTALLATION OF THE MAIN AND EXTENSIONS AND SHALL BE REPAIRED AT NO COST TO THE

OWNER.

4. ALL EXISTING MANHOLES, ELECTRIC BOXES, METER BOXES, AND VALVE BOXES, SHALL BE ADJUSTED TO THE PROPOSED GRADE.

5. PROPERTY DAMAGE RESULTING FROM WORK REQUIRED BY THIS CONTRACT SHALL BE CLEANED UP, REPAIRED OR REPLACED AT NO COST TO

THE OWNER.

6. CONTRACTOR SHALL PROVIDE ALL MAINS, ALL FITTINGS, ATTACHMENTS, AND EQUIPMENT REQUIRED TO PERFORM TESTING PER WASD

STANDARDS.

7. THE CONTRACTOR IS RESPONSIBLE FOR THE COST OF ALL INSPECTIONS.

8. SURFACE RESTORATION, PAVEMENT REPLACEMENT, SIDEWALK REPLACEMENT, TRENCH BACKFILLING, AND COMPACTION SHALL COMPLY WITH M-DWASD STANDARD DETAILS GS1.9, SS18.0, A1.0, A1.1 AND A4.0, M-DCPWD STANDARD DETAIL R21.1 AND THE APPLICABLE CURRENT

M-DCPWD AND FDOT STANDARDS.

9. CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING SEWER LATERALS PRIOR TO THE CONSTRUCTION OF THE SANITARY SEWER CONNECTIONS. CONTRACTOR SHALL ADJUST THE ALIGNMENT OF THE SEWER CONNECTION AND PROVIDE THE REQUIRED FITTINGS AND CLEANOUTS AS NEEDED. ALL MODIFICATIONS TO ALIGNMENT SHALL BE CLEARLY RECORDED IN THE

RECORD DRAWINGS DOCUMENTS.

10. THE APPROXIMATE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS WERE PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. THE EXACT HORIZONTAL AND VERTICAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING IF "OTHER" UTILITIES (NOT SHOWN IN THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE UTILITY CONFLICTS THAT WERE NOT ANTICIPATED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER

IMMEDIATELY.

11. THE PERMITTEE WILL ENSURE THAT NO UNSAFE AREA(S) FOR PEDESTRIAN WILL REMAIN DURING ANY TIME OF CONSTRUCTION. PEDESTRIAN CONTROL FOR CLOSURE OF ROADS AND SIDEWALKS SHALL BE IN ACCORDANCE WITH THE F.D.O.T. ROADWAY AND TRAFFIC DESIGN

STANDARDS INDEX SERIES 600.

12. ACCESS TO REMAIN OPEN AT ALL TIMES. THE PERMITTEE SHALL PROVIDE AND MAINTAIN SAFE TEMPORARY ACCESS TO ALL ADJACENT PROPERTY AT ALL TIMES AND SHALL MAINTAIN ACCOMMODATIONS FOR INTERSECTING AND CROSSING TRAFFIC WITHIN THE CONSTRUCTION ZONE. NO ROAD OR STREET CROSSING SHALL BE BLOCKED OR UNDULY RESTRICTED AS DETERMINED BY THE ENGINEER.

VOLUSIA COUNTY RIGHT OF WAY NOTES

1) **CALL VOLUSIA COUNTY ENG. OFFICE AT (386-736-5926), ONE BUSINESS DAY PRIOR TO BEGINNING ALL PERMITTED WORK, ALL

INSPECTIONS, ANY CHANGES FROM APPROVED PLANS AND WHEN COMPLETED. **

*DIRECTIONAL BORES (PARALLEL & UNDER ROADS), ROAD CUTS & PAVING OPERATIONS SHALL NOT BE PERFORMED WITHIN THE RIGHT OF WAY ON FRIDAY, SATURDAY, SUNDAY, OR ANY DAY PRIOR TO A HOLIDAY WITHOUT WRITTEN CDE/INSPECTOR APPROVAL.

2) VOLUSIA COUNTY TRAFFIC ENGINEERING (386) 736-5968 IS NOT A MEMBER OF SUNSHINE ONE CALL. WHEN REQUESTING LOCATES, PLEASE PROVIDE A MINIMUM ADVANCED NOTIFICATION OF TWO (2) BUSINESS DAYS PRIOR TO PROPOSED WORK.

3) ALL ROAD CLOSURES/LANE CLOSURES/LANE SHIFTS/SIDEWALK CLOSURES (& FLAGGING OPS) “ARE SEPARATE FROM THE USE PERMIT”

AND REQUIRE MOT PLAN REVIEW

& APPROVAL WITH 7 DAY ADVANCE NOTICE TO VOLUSIA COUNTY DEVELOPMENT ENGINEERING JIM PRICE AT 386-561-8666 OR

JPRICE@VOLUSIA.ORG PRIOR TO ANY CLOSURES. MOT IS REQUIRED ON ALL JOBS.

4) THE VOLUSIA COUNTY (STAMPED) APPROVED PLANS & PERMIT PLACARD MUST BE ONSITE AT ALL TIMES.

5) NO STAGING/UNLOADING/PARKING OF ANY VEHICLE(S) IS ALLOWED IN THE RIGHT OF WAY OR ON SIDEWALKS. ANY DAMAGES TO THE RIGHT OF WAY WILL BE REGRADED/SODDED AND SIDEWALKS TO BE REPAIRED/REPLACED WITH 6 INCH CONCRETE BY THE CONTRACTOR, PER ADA STANDARDS.

6) NO TRENCH/EXCAVATIONS SHALL BE LEFT OPEN OR UNATTENDED OVERNIGHT WITHIN THE RIGHT OF WAY.

7) SOD ALL DISTURBED AREAS.

8) THE ENGINEER &/OR INSPECTOR’S INSPECTION, UPON CHECKING, OR ACCEPTANCE OF THE APPLICANTS/CONTRACTOR’S “WORK”, DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO ACHIEVE THE WORK SUCH AS BUT NOT LIMITED TO- SURVEY, LINES, GRADES, DIMENSIONS &

RESTORATION WORK SHOWN IN THE PLANS OR CONTRACT DOCUMENTS PER THE USE PERMIT PLACARD.

9) APPLICANT/CONTRACTOR IS RESPONSIBLE FOR SURVEY ACCURACY OF ALL WORK PERFORMED & STRUCTURES TO BE PLACED WITHIN

THE VOLUSIA COUNTY RIGHT OF WAYS.

10) APPLICANT/CONTRACTOR IS RESPONSIBLE FOR PRE/POST CONSTRUCTION VIDEO/PHOTOS OF EXISTING WORK SITE.

WATER MAIN HORIZONTAL SEPARATIONS

1. SEPARATIONS SHALL BE MEASURED OUTSIDE EDGE TO OUTSIDE EDGE.

2. BETWEEN WATER MAINS AND, STORM SEWERS, STORMWATER FORCE MAINS, OR RECLAIMED WATER LINES, SHALL BE 3FT. MINIMUM.

3. BETWEEN WATER MAINS AND VACUUM TYPE SEWER PREFERABLY 10FT. AND AT LEAST 3FT MINIMUM.

4. GRAVITY OR PRESSURE SANITARY SEWERS, WASTEWATER FORCE MAINS OR RECLAIMED WATER PREFERABLY 10FT. AND AT LEAST 6FT. MAY BE REDUCED TO 3FT. WHERE BOTTOM OF WATER MAIN IS AT LEAST 6 INCHES ABOVE TOP OF SEWER.

5. 10FT. OF ANY PART OF ON-SITE SEWER TREATMENT OR DISPOSAL SYSTEM.

WATER MAIN VERTICAL SEPARATIONS

6. SEPARATIONS BETWEEN WATER MAINS AND GRAVITY SEWER, VACUUM TYPE SEWER, OR STORM SEWERS, TO BE PREFERABLY 12 INCHES, OR

AT LEAST 6 INCHES ABOVE, OR AT LEAST 12 INCHES IF BELOW. *

7. PRESSURE SANITARY SEWER, WASTEWATER OR STORM WATER FORCE MAIN, OR RECLAIMED WATER, AT LEAST 12 INCHES ABOVE OR BELOW.*

* NOTE: CENTER 1 - FULL LENGTH OF WATER MAIN PIPE AT CROSSINGS; ALTERNATIVELY ARRANGE PIPES SO JOINTS ARE AT LEAST 3 FEET FROM JOINTS IN VACUUM, STORM OR STORM FORCE MAINS. AT LEAST 6 FEET FROM JOINTS IN GRAVITY OR PRESSURE SEWERS, WASTEWATER FORCE MAINS OR RECLAIMED WATER.

OWNER/OPERATOR

WHERE THE UTILITY WILL OWN, OPERATE AND MAINTAIN THE WATER SYSTEM, THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE

REQUIREMENTS OF THE UTILITY AND JURISDICTIONAL AGENCIES.

GATE VALVES

GATE VALVES SHALL BE RESILIENT SEAT AND SHALL CONFORM TO ANSI/AWWA C509. (LATEST EDITION) WITH HANDWHEEL OR WRENCH NUT, EXTENSION STEMS AND OTHER APPURTENANCES AS REQUIRED. MANUFACTURER'S CERTIFICATION OF THE VALVES' COMPLIANCE WITH AWWA SPECIFICATION C509 AND TESTS LISTED THEREIN WILL BE REQUIRED. VALVES SHALL BE CLOW, MUELLER, AFC, OR APPROVED EQUAL.

PIPE IDENTIFICATION

BLUE INDICATOR TAPE SHALL BE BURIED IN THE WATER MAIN TRENCH DIRECTLY ABOVE THE WATER MAIN WITH A DEPTH OF 15" MIN. & 24" MAX.

REFER TO LOCATOR TAPE INSTALLATION DETAIL S-13.

DISINFECTION AND TESTING

ALL PROPOSED POTABLE WATER MAINS SHALL BE FLUSHED, DISINFECTED, PRESSURE TESTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE WHEN APPROPRIATE IN ACCORDANCE WITH THE LATEST AWWA STANDARDS AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE CITY'S DESIGNATED SITE INSPECTOR WHO SHALL COORDINATE WITH CITY PERSONELL AT THE WATER TREATMENT PLANT AT LEAST 48 HOURS PRIOR TO BEGINNING FLUSH OF THE MAINS PRIOR TO THE COMMENCEMENT OF PRESSURE

TESTING.

POTABLE WATER SYSTEM EXTENSIONS MAY NOT BE USED PRIOR TO FINAL TESTING, CLEARANCE AND ACCEPTANCE BY THE CITY OF EDGEWATER.

THIS INCLUDES CONSTRUCTION WATER REQUIRED FOR SEWER LINE CLEANING OR RELATED USES.

TAPPING AND CONNECTIONS

ALL TAPPING OF MAINS SHALL BE SUPERVISED BY THE CITY. SCHEDULING OF THESE CONNECTIONS SHALL REQUIRE A MINIMUM 48 HOUR NOTIFICATION (MEASURED ON NORMAL WORK DAYS) DIRECTED BY THE CITY'S DESIGNATED SITE INSPECTOR. THE CONNECTION SHALL BE

SCHEDULED TO COMMENCE BETWEEN 8:00 A.M. AND NOON ON THE APPROPRIATE DAY.

WATER MAIN NOTES

AS-BUILT DRAWINGS

AS-BUILT DRAWINGS

THE CONTRACTOR SHALL PROVIDE VERTICAL AND HORIZONTAL "AS-BUILT" INFORMATION RELATIVE TO ALL CONSTRUCTED UTILITIES AND

STRUCTURES.

AS-BUILT INFORMATION FOR THE WATER SYSTEM SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING:

1. LOCATION OF ALL VALVES, FITTINGS, HYDRANTS, AND SERVICES.

2. LOCATION OF THE WATER MAIN TIED HORIZONTALLY TO THE BACK OF CURB OR EDGE OF PAVEMENT.

3. CERTIFICATION AS TO THE SYSTEM MEETING THE MINIMUM COVER REQUIREMENTS.

4. HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION WHICH DEVIATES FROM THE APPROVED ENGINEERING PLANS.

5. ASSET TABLES ARE REQUIRED USING FLORIDA STATE PLANE NORTHING & EASTING FOR ALL MAINS AT 100' INTERVALS, ARVS, VALVES, SERVICES AND HYDRANTS.

SHEET NUMBER

No. REVISIONS DATE BY

DATE

AS SHOWN

CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

DATE:

LICENSED PROFESSIONAL

SILVER RIDGE WATER MAIN

IMPROVEMENTS

PREPARED FOR

CITY OF EDGEWATER

COLTEN A. BRICKLER

FL LICENSE NUMBER

98411

SEPTEMBER 2026

149398015

CAB

BMR

AGP

WWW.KIMLEY-HORN.COM CA 00035106

1530 CORNERSTONE BLVD, BUILDING 1, SUITE 200A

DAYTONA BEACH, FL 32117

© 2026 KIMLEY-HORN AND ASSOCIATES, INC.

PHONE: 386-271-0282

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G-02GENERAL NOTES

(A)ARV (AUTOMATIC) AIR RELEASE VALVE

A/C AIR CONDITIONING

A/VV AIR/VACUUM AIR VALVE

AAV AUTOMATIC AIR VENT

ABAN ABANDON(ED)

ABFV ACTUATED BUTTERFLY VALVE

ABRSV ABRASIVE

ABS ACRYLONITRILE BUTADIENE STYRENE

AB-xx AUGER BORING (e.g. AB-1)

ACCMP ASPHALT-COATED CORRUGATED METAL

PIPE

ACCV AIR CUSHION CHECK VALVE

ACP ASBESTOS CEMENT PIPE

ADH ADHESIVE

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AG AMMONIA GAS

AIR AIR PIPE

AL ALUMINUM

ALT ALTERNATE

AMM AMMONIATOR

AOD ANGLE OF DEFLECTION

APPROX APPROXIMATE

AS AMMONIA SOLUTION

ASSY ASSEMBLY

B/W BOTH WAYS

BCV BALL CHECK VALVE

BF BLIND FLANGE

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BGO BURIED GEAR OPERATOR

BI BLACK IRON

BIP BLACK IRON PIPE

BITUM BITUMINOUS OR BITUMASTIC

BLDG BUILDING

BM BENCH MARK

BOC BACK OF CURB

BOS BOTTOM OF SLAB

BOT BOTTOM

BSP BLACK STEEL PIPE

BTWN BETWEEN

BV BALL VALVE

BW BUTT WELD

BWW BACKWASH WATER

B-xx BORING (e.g. B-1)

C&G CURB AND GUTTER

C.F. CUBIC FOOT

C.I. CUBIC INCH

C.Y. CUBIC YARD

C/C CENTER TO CENTER

CA COMPRESSED AIR

CAP CAPACITY

CATV CABLE TELEVISION

CAV COMBINATION AIR VALVE

CBP CHLORINE BOOSTER PUMP

CCC CHLORINE CONTACT CHAMBER

CE CHLORINATED EFFLUENT

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CI CAST IRON

CIP CAST IRON PIPE

CISP CAST IRON SOIL PIPE

CJ CONSTRUCTION JOINT

CL, ℄ CENTER LINE

CL2 CHLORINE GAS

CLF CHAIN LINK FENCE

CLR CLEAR(ANCE)

CMP CORRUGATED METAL PIPE

CMPA CORRUGATED METAL PIPE ARCH

CO CLEAN OUT

CO2 CARBON DIOXIDE

COAG COAGULANT

CONC CONCENTRATE

CONN CONNECTION

CONSTR CONSTRUCT(ION)

CONT CONTINUATION

COP COPPER PIPE

CP CONCRETE PIPE

CPA CONCRETE PIPE ARCH

CPLG COUPLING

CPP CONCRETE PRESSURE PIPE

CPVC CHLORINATED POLYVINYL CHLORIDE

CR CONCENTRIC REDUCER

CS CHLORINE SOLUTION

CV CHECK VALVE

CYL CYLINDER

D DRAIN

DEG DEGREE

DEMO DEMOLITION

DF DIESEL FUEL

DI DUCTILE IRON

DIA DIAMETER

DIAG. DIAGONAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIR DIRECTION

DISCH DISCHARGE

DJ DISMANTLING JOINT

DMH DROP MANHOLE

DN DOWN

DR DIMENSION RATIO

DV DIAPHRAGM VALVE

DW DISINFECTED WATER

DWG DRAWING

DWV DRAIN, WASTE, AND VENT

E EAST(ING)

E.F. EACH FACE

E.W. EACH WAY

EA EACH

ECC ECCENTRIC

EFF EFFLUENT

EGO ELEVATED GEAR OPERATOR

EJ EXPANSION JOINT

EL(EV) ELEVATION

ELAST ELASTOMERIC

ELL ELBOW

EMER EMERGENCY

EOP EDGE OF PAVEMENT

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EQUIP EQUIPMENT

EST ESTIMATE(D)

EVA ELECTRIC VALVE ACTUATOR

EX(IST) EXISTING

EXP EXPANSION

EXT EXTERIOR

F/F FACE TO FACE

FAB FABRICATE(D)

FC FLEXIBLE COUPLING

FCA FLANGED COUPLING ADAPTER

FCV FLOW-CONTROL VALVE

FD FLOOR DRAIN

FE FILTER(ED) EFFLUENT

FF FINISH FLOOR

FH FIRE HYDRANT

FIG FIGURE

FIN FINISH(ED)

FL FLUORIDE

FLEX FLEXIBLE

FLG FLANGE(D)

FLR FLOOR

FM FORCE MAIN

FO(L)(C) FIBER OPTIC (LINE)(CONDUIT)

FPM FEET PER MINUTE

FPS FEET PER SECOND

FRP FIBERGLASS REINFORCED PLASTIC

FT FOOT OR FEET

FV FOOT VALVE

FW FINISHED WATER

GA GAUGE

GAL GALLON(S)

GALV GALVANIZED

GBW GAC BACKWASH

GIP GALVANIZED IRON PIPE

GJ GROOVE JOINT

GND GROUND

GO GEAR OPERATED

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPS GALLONS PER SECOND

GR GRADE

GS GALVANIZED STEEL

GSP GALVANIZED STEEL PIPE

GSR GROUND STORAGE RESERVOIR

GST GROUND STORAGE TANK

GV GATE VALVE

HB HOSE BIBB

HD HEAVY-DUTY

HDD HORIZ. DIRECTIONAL DRILL

HDPE HIGH-DENSITY POLYETHYLENE

HFA HYDROFLUOSILICIC ACID

HFCA HARNESSED FLANGED COUPLING

ADAPTER

HORIZ HORIZONTAL

HP HORSEPOWER

HPA HIGH PRESSURE AIR

HR HOUR

HSP HIGH SERVICE PUMP

HT HEIGHT

HVA HYDRAULIC VALVE ACTUATOR

HVAC HEATING, VENTILATION, AND AIR

CONDITIONING

HW HOT WATER

HWL HIGH WATER LEVEL

HYD HYDRAULIC

ID INSIDE DIAMETER

IN INCH(ES)

INF INFLUENT

INV INVERT

IP IRON PIPE

IPS INTERNATIONAL PIPE STANDARD

IR INTERNAL RECYCLE

IW IRRIGATION WATER

JB JUNCTION BOX

JT JOINT

KGV KNIFE GATE VALVE

L,LT LEFT

LAB LABORATORY

LAM LAMINATE OR LAMINATION

LAT LATERAL

LB(S) POUND(S)

LEN LENGTH

LF LINEAR FEET

LHDPE LINEAR HIGH-DENSITY POLYETHYLENE

LS LIME SLURRY

LSS LIME STABILIZED SLUDGE

LWL LOW WATER LEVEL

MAINT MAINTAIN OR MAINTENANCE

MAN MANUAL(LY)

MAX MAXIMUM

MCC MOTOR CONTROL CENTER

ME(S) MITERED END (SECTION)

MECH MECHANICAL

MF MICROFILTRATION

MFR MANUFACTURE(R)

MG MILLION GALLONS

MGD MILLION GALLONS PER DAY

MH MANHOLE

MI MILE(S)

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

ML MIXED LIQUOR

MPH MILES PER HOUR

MRPP METAL REINFORCED PLASTIC PIPE

MTD MOUNTED

MV MOTORIZED VALVE

MW MANWAY

MWL MEAN WATER LEVEL

N NORTH(ING)

N.C. NORMALLY CLOSED

N.I.C. NOT IN CONTRACT

N.O. NORMALLY OPEN

N/A NOT APPLICABLE

NaOCl SODIUM HYPOCHLORITE

NE NORTHEAST

NF NANOFILTRATION

NIC NOT IN CONTRACT

NO., # NUMBER

NOM NOMINAL

NPT NATIONAL PIPE TAPER

NPW NON-POTABLE WATER

NSFC NOT SHOWN FOR CLARITY

NTS,N.T.S. NOT TO SCALE

NW NORTHWEST

O&M OPERATION AND MAINTENANCE

O.C. ON CENTERS

O/E OR EQUAL

O/O OUTSIDE TO OUTSIDE

O2 OXYGEN

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OFF OFFSET

OH OVER HEAD

OP ORIFICE PLATE

OPER OPERATOR

OPP OPPOSITE

OPT OPTION(AL)

OVF OVERFLOW

P/L PROPERTY LINE

PA PROCESS AIR

PBV PLASTIC BALL VALVE

PC POINT OF CURVE

PE PLAIN END

PEP POLYETHYLENE PIPE

PERM PERMEATE

PG PRESSURE GAUGE

PGL PROPOSED GRADE LINE

PJ PUSH-ON JOINT

PM PROCESS MECHANICAL

PNV PINCH VALVE

POB POINT OF BEGINNING

POI POINT OF INTERSECTION

POJ PUSH-ON JOINT

POL POLYMER

PPD POUNDS PER DAY

PPM PARTS PER MILLION

PREFAB PREFABRICATED

PRES PRESSURE

PROP PROPOSED

PRV PRESSURE REDUCING VALVE

PRW PROCESS WATER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PV PLUG VALVE

PVC POLYVINYL CHLORIDE

PVC-D POLYVINYLCHLORIDE (DOUBLE

CONTAINED)

PVDF POLYVINYLIDENE FLUORIDE (KYNAR)

PVMT PAVEMENT

PW POTABLE WATER

Q FLOW

QTY QUANTITY

R,RT RIGHT

R/W, R.O.W. RIGHT OF WAY

RAD., R. RADIUS

RAS RETURN ACTIVATED SLUDGE

RAW RAW WATER

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RCPA REINFORCED CONCRETE PIPE ARCH

RCW RECLAIMED WATER

REBAR REINFORCING STEEL

RED REDUCER

REEW REUSE EFFLUENT WATER

REF REFERENCE

REINF REINFORCE(D)(ING)(MENT)

REJ RO REJECT

REQ'D REQUIRED

REW RETURN EFFLUENT WATER

RJ RESTRAINED JOINT (BELL)

RMJ RESTRAINED MECHANICAL JOINT

RNG RANGE

RO REVERSE OSMOSIS

ROC RADIUS OF CURVATURE

RPM REVOLUTIONS PER MINUTE

RPZBP REDUCED PRESSURE ZONE BACKFLOW

PREVENTER

RR RAILROAD

RS RAW SEWAGE

RW RECLAIMED WATER

RWW RAW WASTEWATER

S SOUTH

S.F. SQUARE FOOT

S.I. SQUARE INCH

S.O. SIDE OPERATED

S.STL STAINLESS STEEL

S.Y. SQUARE YARD

SA SAMPLE LINE

SAN SANITARY

SB-xx SOIL BORING (e.g. SB-1)

SCH SCHEDULE

SCV SILENT CHECK VALVE

SD STORM DRAIN

SDR STANDARD DIMENSION RATIO

SE SOUTHEAST

SEC SECTION

SEFF SECONDARY EFFLUENT

SF SQUARE FOOT OR FEEET

SHT SHEET(ED)(ING)

SIM SIMILAR

SL SLUDGE

SLV SLEEVE

SM SHEET METAL

SOL SOLUTION

SP SOIL PIPE

SPEC(S) SPECIFICATION(S)

SPT-xx STANDARD PENETRATION TEST BORING

(e.g. SPT-1)

SQ SQUARE

SS SANITARY SEWER

SSE SUBSTANDARD EFFLUENT

ST SAMPLE TAP

STA STATION

STD STANDARD

STL STEEL

STORM STORMWATER

STR STRAIGHT

SUP SUPERNATANT

SV SOLENOID VALVE

SVC SERVICE

SVW SERVICE WATER

SW SOUTHWEST

SWD SIDEWATER DEPTH

SYM SYMBOL

SYMM SYMMETRICAL

T&B TOP AND BOTTOM

T.O.C. TOP OF CONCRETE

T.O.S. TOP OF SLAB

T.S. TAPPING SLEEVE

T.V. TAPPING VALVE

TAN TANGENT

TBM TEMPORARY BENCH MARK

TB-xx TEST BORING-xx (e.g. TB-1)

TDH TOTAL DYNAMIC HEAD

TEL TELEPHONE

TEMP TEMPORARY

TH TEST HOLE

THD THREAD(ED)

THK THICK(NESS)

TJ TIED JOINT

TOB TOP OF BANK

TOC TOP OF CURB

TOS TOE OF SLOPE

TS THICKENED SLUDGE

TV TELEVISION

TWP TOWNSHIP

TYP TYPICAL

UD UNDERDRAIN

UG UNDERGROUND

UGE UNDERGROUND ELECTRIC

UON UNLESS OTHERWISE NOTED

UTC UNDERGROUND TELEPHONE CABLE

UTIL UTILITY

UV ULTRAVIOLET

VAC VACUUM

VAR VARIES

VB VALVE BOX

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VEL VELOCITY

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

VTR VENT THROUGH ROOF

W WEST

W.L. WATER LEVEL

W.P. WALL PIPE (WITH WATER STOP)

W/ WITH

W/O WITHOUT

WAS WASTE ACTIVATED SLUDGE

WCO WALL CLEAN OUT

WF WIDE FLANGE

WH WALL HYDRANT

WM WATER MAIN

WPR WORKING PRESSURE

WS(P) WELDED STEEL (PIPE)

WT WEIGHT

WTF WATER TREATMENT FACILITY

WTP WATER TREATMENT PLANT

WW WASTEWATER

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWTF WASTEWATER TREATMENT FACILITY

WWTP WASTEWATER TREATMENT PLANT

XFER TRANSFER

XLHDPE CROSS LINKED HIGH-DENSITY

POLYETHYLENE

YD YARD(S)

YH YARD HYDRANT

YR YEAR(S)

NOTE: THIS LEGEND IS FOR GENERAL REFERENCE. NOT ALL ABBREVIATIONS, SYMBOLS, PROCESSES, MATERIALS, OR FITTINGS MAY BE USED IN THIS DESIGN, NOR IS THIS LEGEND COMPREHENSIVE. REFER TO INDIVIDUAL DRAWING LEGEND(S) IF SYMBOLS ARE NOT LISTED. INDIVIDUAL DISCIPLINE STANDARD LEGENDS SUPERCEDE THIS GENERAL LEGEND, IF PROVIDED.

SECTION OR DETAIL

NUMBER/LETTER

SCALE:

A

M-1

DETAIL

N.T.S.DRAWING WHERE

DETAIL IS

REFERENCED

DETAIL/SECTION REFERENCES

DETAIL OR SECTION

NUMBER/LETTER

SHEET WHERE DETAIL

IS FOUND

OPTIONAL HAT

(INDICATES VIEW DIRECTION)

SECTION CUT AND

DIRECTION TAIL (ROTATED

AS REQUIRED)

STANDARD ABBREVIATIONSCIVIL SYMBOLS LEGEND

NOTE (TYP)

ANNOTATION, SINGLE

LEADER (INDICATING

TYPICAL AT MULTIPLE

LOCATIONS)

NOTE

ANNOTATION,

MULTIPLE LEADERS

INDICATING DISCRETE

TARGETS

VIEWPORT OR FEATURE

BREAK INDICATOR

VIEW FRAME EXTENT

(WITH DRAWING LOCATION

REFERENCE)

SEE SHEET xxx

STANDARD NORTH

ARROW (ROTATED AS

REQUIRED)

GRAPHIC SCALE

NORTH ARROW

DRAFTING LEGEND PROCESS PIPING LEGEND (DOUBLE-LINE OR 3D)

EXISTING CONTOUR

EXISTING SPOT ELEVATION

EXISTING STORM PIPE

SHEET FROM WHERE DETAIL IS

FIRST REFERENCED

A M-2

NORTH

(HORIZONTAL AND/OR

VERTICAL AS REQUIRED)

HALF

VIEWPORT

SCALE

FULL

VIEWPORT

SCALE

DOUBLE

VIEWPORT

SCALE

PROCESS PIPING LEGEND (SINGLE-LINE)

EXISTING WATER MAIN

MECHANICAL JOINT FITTINGS

FLANGED FITTINGS

SOLVENT WELD FITTINGS

BALL VALVE (SOLVENT WELD SHOWN)

GATE VALVE (FLANGED SHOWN)

PLUG VALVE (FLANGED SHOWN)

BUTTERFLY VALVE (FLANGED SHOWN,

WHEEL OPERATED)

BUTTERFLY VALVE (WAFER, LEVER

OPERATED)

GLOBE CHECK VALVE (FLANGED SHOWN)

SWING CHECK VALVE (FLANGED SHOWN)

PIPE COUPLING

EXPANSION JOINT, FLANGED

FLOW CONTROL VALVE (FLANGED SHOWN)

VENTURI FLOW METER (FLANGED SHOWN)

V-CONE FLOW METER (FLANGED SHOWN)

MAGNETIC FLOW METER (FLANGED SHOWN)

PROPELLER FLOW METER (FLANGED SHOWN)

BUTT-WELD FITTINGS (S.STL SHOWN)

SECONDARYPRIMARY SECONDARYPRIMARY

EXISTING SANITARY SEWER

EXISTING TELECOMM

EXISTING STORM INLET

PROPOSED WATER MAIN

EXISTING EASEMENT

EXISTING RIGHT-OF-WAY

EXISTING FIRE HYDRANT

EXISTING SANITARY MANHOLE

EXISTING WATER VALVE

EXISTING UTILITY POLE

EXISTING MAILBOX

EXISTING WATER METER

EXISTING WIRE PULL BOX

EXISTING WATER MAIN (ABANDONED)

EXISTING WATER MAIN (DEMO)

PROPOSED WATER SERVICE

SHEET NUMBER

No. REVISIONS DATE BY

DATE

AS SHOWN

CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

DATE:

LICENSED PROFESSIONAL

SILVER RIDGE WATER MAIN

IMPROVEMENTS

PREPARED FOR

CITY OF EDGEWATER

COLTEN A. BRICKLER

FL LICENSE NUMBER

98411

SEPTEMBER 2026

149398015

CAB

BMR

AGP

WWW.KIMLEY-HORN.COM CA 00035106

1530 CORNERSTONE BLVD, BUILDING 1, SUITE 200A

DAYTONA BEACH, FL 32117

© 2026 KIMLEY-HORN AND ASSOCIATES, INC.

PHONE: 386-271-0282

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G-03SYMBOLS AND

ABBREVIATIONS

SILVER CIRCLE

LEE DRIVE

SILVER CIRCLE

DENSO

N DRIVE

OAK BRANCH DRIVE

SO

UTH RIDG

EW

O

O

D AVE.

DATE PALM

DRIVE

SEA GULL COURT

C-02 C-03

C-04

PROPOSED 3" DR-11 PE WATER MAIN

PROPOSED 3" DR-11 PE WATER MAINCONTRACTOR TO

TAP EX. 6" AC

WATER MAIN

CONTRACTOR TO CONNECT TO

EX. 2" GATE VALVE

APPROX. LOCATION OF

EX. WATER MAIN

CONTRACTOR TO TAP

EX. 6" WATER MAIN

CONTRACTOR TO TAP

EX. 6" WATER MAIN

22ND ST.

G

LEN

W O

O D

D R

IVE

APPROX. LOCATION OF

EX. WATER MAIN

PROPOSED ± 172 LF OF 8" PE

4710 WATER MAIN VIA HDD

C-05

CONTRACTOR TO

TAP EX. 6" AC

WATER MAIN

APPROX. LOCATION OF

EX. WATER MAIN

SHEET NUMBER

No. REVISIONS DATE BY

DATE

AS SHOWN

CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

DATE:

LICENSED PROFESSIONAL

SILVER RIDGE WATER MAIN

IMPROVEMENTS

PREPARED FOR

CITY OF EDGEWATER

COLTEN A. BRICKLER

FL LICENSE NUMBER

98411

SEPTEMBER 2026

149398015

CAB

BMR

AGP

WWW.KIMLEY-HORN.COM CA 00035106

1530 CORNERSTONE BLVD, BUILDING 1, SUITE 200A

DAYTONA BEACH, FL 32117

© 2026 KIMLEY-HORN AND ASSOCIATES, INC.

PHONE: 386-271-0282

PL

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\K

EY

-M

AP

_1

NORTH

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

LEGEND

PROPOSED WATER MAIN

EXISTING WATER MAIN

C-01KEY MAP

LEE DRIVE

PROPERTY BOUNDARY

EDGE OF CURB

EDGE OF PAVEMENT

PROPOSED 1" PE WATER SERVICE

PROPOSED 1" PE WATER SERVICE

(SEE NOTE 4)(TYP.)

PROPOSED 1" PE WATER SERVICE

5'

2' MIN.

EX. 2" GALVANIZED WATER

MAIN TO BE ABANDONED

(SEE SHEET R-01)

PROPOSED 1" PE WATER SERVICE

CONTRACTOR TO CLOSE EX. 2" GATE

VALVE AFTER THE PROPOSED 3"

WATER MAIN IS ONLINE (LOCATION IS

APPROXIMATE. CONTRACTOR TO FIELD

VERIFY PRIOR TO CONSTRUCTION)

CONTRACTOR TO CAP EX.

2" GALV. WATER MAIN

3'

CONTRACTOR TO

PROTECT BLOCK WALL

DURING CONSTRUCTION

APPROX. LOCATION OF EX.

WATER SERVICE.

CONTRACTOR TO VERIFY

PROPOSED 1" PE WATER SERVICE

CONTRACTOR TO REMOVE ± 5

LF SECTION OF EX. 2" WATER

MAIN FOR CONNECTION

CONNECT TO EX.

METER (TYP.)

CONTRACTOR TO REMOVE AND REPLACE

EX. MAILBOX DURING CONSTRUCTION

CONTRACTOR TO

REMOVE AND REPLACE

EX. MAILBOX DURING

CONSTRUCTION

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 11+20

N: 1682199.00

E: 690342.86

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 11+58

N: 1682200.13

E: 690380.65

3'' DI 45° BEND, MJ

STA: 11+59

N: 1682200.16 E: 690381.92

3'' DI 45° BEND, MJ

STA: 11+67

N: 1682205.45 E: 690386.96

3'' DI 45° BEND, MJ

STA: 12+05

N: 1682205.07 E: 690425.20

3'' DI 45° BEND, MJ

STA: 12+19

N: 1682195.44 E: 690434.65

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 12+40

N: 1682195.09 E: 690456.19

3'' DI TEE MJ

STA: 12+61

N: 1682194.50 E: 690476.76

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 12+92

N: 1682192.96 E: 690508.42

PROPOSED 3" DR-11 PE WATER MAIN

6"x3" TAPPING SLEEVE AND VALVE

STA: 10+01

N: 1682197.84 E: 690223.59

3" GATE VALVE, MJ

STA: 10+05

N: 1682197.80 E: 690227.88

CONTRACTOR TO TAP INTO EX. 6"

WATER MAIN (POSSIBLE AC) WITH

6"x3" TAPPING SLEEVE AND VALVE

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 13+99

N: 1682181.70

E: 690614.10

PROPOSED 1" PE WATER SERVICEPROPOSED 8" WATER MAIN

EXTENSION (SEE SHEET C-05)

3' M

IN

TY

P.

EX. GRADE (ABOVE PIPE)

CONTRACTOR TO TAP INTO EX. 6"

WATER MAIN (POSS. AC) WITH 6"x3"

TAPPING SLEEVE AND VALVE

PROPOSED 3" DR-11 PE WATER MAIN

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 11+20

℄ EL: 9.65

3'' DI 45° BEND, MJ

STA: 11+59

℄ EL: 9.73

3'' DI 45° BEND, MJ

STA: 11+67

℄ EL: 9.73

3'' DI TEE MJ

STA: 11+58

℄ EL: 9.73

3'' DI 45° BEND, MJ

STA: 12+05

℄ EL: 10.08

3'' DI 45° BEND, MJ

STA: 12+19

℄ EL: 10.08

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 12+40

℄ EL: 10.09

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 12+61

℄ EL: 10.30

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 12+92

℄ EL: 10.65

PROPOSED 3" DR-11 PE WATER MAIN

3" GATE VALVE, MJ

STA: 10+05

℄ EL: 7.81

6"x3" TAPPING SLEEVE AND VALVE

STA: 10+01

℄ EL: 7.81

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 13+99

℄ EL: 11.83

SHEET NUMBER

No. REVISIONS DATE BY

DATE

AS SHOWN

CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

DATE:

LICENSED PROFESSIONAL

SILVER RIDGE WATER MAIN

IMPROVEMENTS

PREPARED FOR

CITY OF EDGEWATER

COLTEN A. BRICKLER

FL LICENSE NUMBER

98411

SEPTEMBER 2026

149398015

CAB

BMR

AGP

WWW.KIMLEY-HORN.COM CA 00035106

1530 CORNERSTONE BLVD, BUILDING 1, SUITE 200A

DAYTONA BEACH, FL 32117

© 2026 KIMLEY-HORN AND ASSOCIATES, INC.

PHONE: 386-271-0282

PL

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_1

C-02PLAN AND PROFILE - STA

10+00 - STA 14+00

NORTH

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

M

AT

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4+

SE

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4+

SE

E

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-0

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NOTES:

1. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES

PRIOR TO CONSTRUCTION.

2. CONTRACTOR TO RESTORE ALL DISTURBED

GRADE TO EXISTING CONDITION OR BETTER.

3. ALL PROPOSED WATER SERVICES TO BE

INSTALLED VIA "MISSILE BORE" AND SHALL NOT

DISTURB ROADWAY.

4. CONTRACTOR TO ABANDON EXISTING WATER

SERVICES IN PLACE AFTER REPLACING WITH

PROPOSED SERVICE CONNECTIONS.

5. CONTRACTOR TO COORDINATE WITH THE CITY OF

EDGEWATER AND RESIDENTS FOR LOSS OF

SERVICE FOR MAIN REPLACEMENT AND SERVICE

REPLACEMENT.

6. CONTRACTOR TO ABANDON ALL EXISTING 2"

GALVANIZED WATER MAIN UNLESS STATED

OTHERWISE.

7. CONTRACTOR TO REMOVE EXISTING 2"

GALVANIZED WATER MAIN AS NEEDED TO INSTALL

WATER SERVICES.

* UNKNOWN SIZE AND/OR DEPTH OF UTILITY.

CONTRACTOR TO VERIFY PRIOR TO

CONSTRUCTION.

LEGEND

PROPOSED OPEN CUT

PROPOSED DIRECTIONAL DRILL

LEGEND

ABANDON

REMOVE

PROPOSED OPEN CUT

PROPOSED DIRECTIONAL DRILL

PROPOSED WATER SERVICE

LEE DRIVE

EX. 2" GALVANIZED WATER MAIN

TO BE ABANDONED

SEE SHEET C-04 FOR CONTINUATION

PROPERTY BOUNDARY

EDGE OF CURB

EDGE OF PAVEMENT

PROPOSED 1" PE WATER SERVICE

(SEE NOTE 4)(TYP.)

PROPOSED 1" PE WATER SERVICE

PROPOSED 1" PE WATER SERVICE

PROPOSED 1" PE WATER SERVICE

CONTRACTOR TO DEFLECT WATER

SERVICE OVER VCP SEWER AND

ADD NECESSARY FITTINGS TO

CONNECT TO EX. METER BOX

PROPOSED 1" PE WATER SERVICE

3" GATE VALVE, MJ

STA: 14+37

N: 1682176.36

E: 690651.96 PROPOSED 1" PE WATER SERVICE

PROPOSED 1" PE WATER SERVICE

HDD STAGING AREA HDD STAGING AREA

HDD STAGING AREA

7'

2' MIN.

CONTRACTOR TO CONNECT

TO EX. 2" GATE VALVE

CONTRACTOR TO INSTALL

RESTRAINED CAP ON EX. 2"

GALVANIZED WATER MAIN

CONTRACTOR TO REMOVE ± 7

LF OF 2" GALV. WATER MAIN

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 17+38

N: 1682144.66 E: 690951.32

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 17+10

N: 1682144.44 E: 690923.37

PROPOSED 3" DR-11 PE WATER MAIN

3'' DI 11.25° BEND, MJ

STA: 16+57

N: 1682146.96 E: 690870.07

3'' DI 11.25° BEND, MJ

STA: 16+07

N: 1682153.70 E: 690820.07

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 15+99

N: 1682154.65 E: 690813.03

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 15+70

N: 1682158.63 E: 690783.49

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 15+57

N: 1682160.32

E: 690770.94

3'' DI 11.25° BEND, MJ

STA: 15+35

N: 1682163.31 E: 690748.72

3'' DI TEE MJ

STA: 14+38

N: 1682176.17

E: 690653.35 3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 14+41

N: 1682175.81 E: 690655.97

3" GATE VALVE, MJ

STA: 14+40

N: 1682176.00 E: 690654.67

3'' DI 11.25° BEND, MJ

STA: 14+43

N: 1682175.59 E: 690657.57

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 17+09

N: 1682144.46

E: 690921.67

3''X2'' DI REDUCER, MJ

STA: 17+68

N: 1682145.29 E: 690981.09

CAUTION!

EX. 8" VCP SANITARY SEWER

INV: 11.93

CAUTION!

EX. TELECOMM*

CAUTION!

EX. TELECOMM*

CAUTION!

EX. TELECOMM*

3" GATE VALVE, MJ

STA: 14+37

℄ EL: 12.26

3' M

IN

TY

P.

CONTRACTOR TO

CONNECT TO EX. 2"

GATE VALVE

EX. GRADE (ABOVE PIPE)

EX. 2" GALV. WATER MAIN*

(TO BE ABANDONED)

3''X2'' DI REDUCER, MJ

STA: 17+68

℄ EL: 9.01

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 17+38

℄ EL: 9.24

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 17+10

℄ EL: 9.78

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 17+09

℄ EL: 9.80

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 16+57

℄ EL: 10.52

3'' DI 11.25° BEND, MJ

STA: 16+07

℄ EL: 11.91

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 15+99

℄ EL: 11.91

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 15+70

℄ EL: 12.38

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 15+57

℄ EL: 12.54

3'' DI 11.25° BEND, MJ

STA: 15+35

℄ EL: 12.65

3" GATE VALVE, MJ

STA: 14+40

℄ EL: 12.27

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 14+38

℄ EL: 12.28

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 14+41

℄ EL: 12.27

3'' DI 11.25° BEND, MJ

STA: 14+43

℄ EL: 12.27

PROPOSED 3" DR-11 PE WATER MAIN BY HDD

PROPOSED 3" DR-11 PE WATER MAIN

PROPOSED 3" DR-11 PE WATER MAIN BY HDD PROPOSED 3" DR-11 PE WATER MAIN

PROPOSED 2" DR-11 PE WATER MAIN

SHEET NUMBER

No. REVISIONS DATE BY

DATE

AS SHOWN

CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

DATE:

LICENSED PROFESSIONAL

SILVER RIDGE WATER MAIN

IMPROVEMENTS

PREPARED FOR

CITY OF EDGEWATER

COLTEN A. BRICKLER

FL LICENSE NUMBER

98411

SEPTEMBER 2026

149398015

CAB

BMR

AGP

WWW.KIMLEY-HORN.COM CA 00035106

1530 CORNERSTONE BLVD, BUILDING 1, SUITE 200A

DAYTONA BEACH, FL 32117

© 2026 KIMLEY-HORN AND ASSOCIATES, INC.

PHONE: 386-271-0282

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_1

C-03PLAN AND PROFILE - STA

14+00 - STA 17+75

NORTH

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

M

AT

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LI

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A.

4+

SE

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LEGEND

ABANDON

REMOVE

PROPOSED OPEN CUT

PROPOSED DIRECTIONAL DRILL

PROPOSED WATER SERVICE

LEGEND

PROPOSED OPEN CUT

PROPOSED DIRECTIONAL DRILL

NOTES:

1. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES

PRIOR TO CONSTRUCTION.

2. CONTRACTOR TO RESTORE ALL DISTURBED

GRADE TO EXISTING CONDITION OR BETTER.

3. ALL PROPOSED WATER SERVICES TO BE

INSTALLED VIA "MISSILE BORE" AND SHALL NOT

DISTURB ROADWAY.

4. CONTRACTOR TO ABANDON EXISTING WATER

SERVICES IN PLACE AFTER REPLACING WITH

PROPOSED SERVICE CONNECTIONS.

5. CONTRACTOR TO COORDINATE WITH THE CITY OF

EDGEWATER AND RESIDENTS FOR LOSS OF

SERVICE FOR MAIN REPLACEMENT AND SERVICE

REPLACEMENT.

6. CONTRACTOR TO ABANDON ALL EXISTING 2"

GALVANIZED WATER MAIN UNLESS STATED

OTHERWISE.

7. CONTRACTOR TO REMOVE EXISTING 2"

GALVANIZED WATER MAIN AS NEEDED TO INSTALL

WATER SERVICES.

* UNKNOWN SIZE AND/OR DEPTH OF UTILITY.

CONTRACTOR TO VERIFY PRIOR TO

CONSTRUCTION.

DENSON DRIVE

SI

LV

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C

IR

CL

E

SEE SHEET C-02 FOR CONTINUATION

SEE SHEET C-03 FOR CONTINUATION

EXISTING 2" GALVANIZED WATER

MAIN TO BE ABANDONED

TAP INTO EX. 6" AC WATER MAIN

PROPERTY BOUNDARY

EDGE OF PAVEMENT

PROPOSED 1" PE WATER SERVICE

(SEE NOTE 4)(TYP.)

PROPOSED 1" PE WATER SERVICE

PROPOSED 1" PE WATER SERVICE

PROPOSED 1" PE WATER SERVICE

APPROX. LOCATION OF EX.

WATER SERVICE.

CONTRACTOR TO VERIFY

APPROX. LOCATION OF EX.

WATER SERVICE.

CONTRACTOR TO VERIFY

5'

PROPOSED 1" PE WATER SERVICE

2' MIN.

PROPOSED 1" PE WATER SERVICE

PROPOSED 1" PE WATER SERVICE

PROPOSED CONCRETE ENCASEMENT

(SEE DETAIL ON SHEET D-02)

PROPOSED CONCRETE ENCASEMENT

(SEE DETAIL ON SHEET D-02)

PROPOSED CONCRETE ENCASEMENT

(SEE DETAIL ON SHEET D-02)

6"x3" TAPPING SLEEVE AND VALVE

STA: 20+02

N: 1682576.59 E: 690506.57

3'' DI 45° BEND, MJ

STA: 20+06

N: 1682573.30 E: 690508.86

3" GATE VALVE, MJ

STA: 20+10

N: 1682572.68 E: 690512.09

3'' DI 45° BEND, MJ

STA: 20+19

N: 1682571.01 E: 690521.31

3'' DI 11.25° BEND, MJ

STA: 20+59

N: 1682537.89 E: 690544.11

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 21+56

N: 1682450.10

E: 690585.42

3'' DI 45° BEND, MJ

STA: 21+65

N: 1682442.18 E: 690589.24

3'' DI 45° BEND, MJ

STA: 21+66

N: 1682440.96 E: 690589.83

3'' DI 45° BEND, MJ

STA: 21+70

N: 1682437.62 E: 690591.44

3'' DI 45° BEND, MJ

STA: 21+71

N: 1682436.39 E: 690592.03

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 21+76

N: 1682432.33 E: 690594.00

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 22+14

N: 1682397.51

E: 690610.47 3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 22+33

N: 1682380.45 E: 690618.00

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 23+07

N: 1682311.79

E: 690646.69

3'' DI 45° BEND, MJ

STA: 23+10

N: 1682309.37 E: 690647.62

3'' DI 45° BEND, MJ

STA: 23+11

N: 1682308.31 E: 690648.03

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 23+18

N: 1682302.37 E: 690650.31

3'' DI 45° BEND, MJ

STA: 23+15

N: 1682304.68 E: 690649.43

3'' DI 45° BEND, MJ

STA: 23+16

N: 1682303.66 E: 690649.83

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 23+47

N: 1682274.78 E: 690660.00

3'' DI 11.25° BEND, MJ

STA: 23+91

N: 1682233.83 E: 690675.44

3'' DI 22.5° BEND, MJ

STA: 24+10

N: 1682214.96 E: 690679.96

3'' DI 45° BEND, MJ

STA: 24+12

N: 1682212.63 E: 690679.63

3'' DI 45° BEND, MJ

STA: 24+13

N: 1682211.88 E: 690679.51

3'' DI 45° BEND, MJ

STA: 24+17

N: 1682207.84 E: 690678.90

3'' DI 45° BEND, MJ

STA: 24+18

N: 1682207.05 E: 690678.78

3'' DI 45° BEND, MJ

STA: 24+31

N: 1682194.56 E: 690676.87

3" GATE VALVE, MJ

STA: 24+57

N: 1682179.13 E: 690655.97

3'' DI 45° BEND, MJ

STA: 14+38

N: 1682177.27 E: 690653.49

CONTRACTOR TO INSTALL

2" LINESTOP AND CUT AND

CAP EX. 2" WATER MAIN

EX. 6" VCP SANITARY SEWER

INV: 12.93

1' M

IN

1' M

IN

EX. 6" VCP SANITARY SEWER

INV: 12.89

EX. TELECOMM*

EX. 2" GALV. WATER MAIN*

(TO BE ABANDONED)

EX. 2" GALV. WATER MAIN*

(TO BE ABANDONED)

3' M

IN

. (TYP.)

EX. GRADE (ABOVE PIPE)

PROPOSED CONCRETE ENCASEMENT

(SEE DETAIL ON SHEET D-02)

PROPOSED CONCRETE ENCASEMENT

(SEE DETAIL ON SHEET D-02)

PROPOSED CONCRETE ENCASEMENT

(SEE DETAIL ON SHEET D-02)

6" MIN.

6"x3" TAPPING SLEEVE AND VALVE

STA: 20+02

℄ EL: 12.53

3'' DI 45° BEND, MJ

STA: 20+06

℄ EL: 12.53

3" GATE VALVE, MJ

STA: 20+10

℄ EL: 12.53

3'' DI 45° BEND, MJ

STA: 20+19

℄ EL: 12.53

3'' DI 11.25° BEND, MJ

STA: 20+59

℄ EL: 12.53

PROPOSED 3" DR-11 PE WATER MAIN

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 21+56

℄ EL: 13.25

3'' DI 45° BEND, MJ

STA: 21+65

℄ EL: 13.25

3'' DI 45° BEND, MJ

STA: 21+66

℄ EL: 14.51

3'' DI 45° BEND, MJ

STA: 21+70

℄ EL: 14.51

3'' DI 45° BEND, MJ

STA: 21+71

℄ EL: 13.24

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 21+76

℄ EL: 13.24

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 22+14

℄ EL: 13.23

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 22+33

℄ EL: 13.33

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 23+07

℄ EL: 13.57

3'' DI 45° BEND, MJ

STA: 23+10

℄ EL: 13.57

3'' DI 45° BEND, MJ

STA: 23+11

℄ EL: 14.55

3'' DI 45° BEND, MJ

STA: 23+15

℄ EL: 14.55

3'' DI 45° BEND, MJ

STA: 23+16

℄ EL: 13.50

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 23+18

℄ EL: 13.49

3" DOUBLE STRAP SADDLE

W/ 1" CORP STOP

STA: 23+47

℄ EL: 13.11

3'' DI 11.25° BEND, MJ

STA: 23+91

℄ EL: 12.67

3'' DI 22.5° BEND, MJ

STA: 24+10

℄ EL: 12.66

3'' DI 45° BEND, MJ

STA: 24+12

℄ EL: 12.66

3'' DI 45° BEND, MJ

STA: 24+13

℄ EL: 13.52

3'' DI 45° BEND, MJ

STA: 24+17

℄ EL: 13.52

3'' DI 45° BEND, MJ

STA: 24+18

℄ EL: 12.71

3'' DI 45° BEND, MJ

STA: 24+31

℄ EL: 12.68

3" GATE VALVE, MJ

STA: 24+57

℄ EL: 12.34

3'' DI 45° BEND, MJ

STA: 14+38

℄ EL: 12.28

3'' DI TEE MJ

STA: 14+38

℄ EL: 12.28

SHEET NUMBER

No. REVISIONS DATE BY

DATE

AS SHOWN

CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

DATE:

LICENSED PROFESSIONAL

SILVER RIDGE WATER MAIN

IMPROVEMENTS

PREPARED FOR

CITY OF EDGEWATER

COLTEN A. BRICKLER

FL LICENSE NUMBER

98411

SEPTEMBER 2026

149398015

CAB

BMR

AGP

WWW.KIMLEY-HORN.COM CA 00035106

1530 CORNERSTONE BLVD, BUILDING 1, SUITE 200A

DAYTONA BEACH, FL 32117

© 2026 KIMLEY-HORN AND ASSOCIATES, INC.

PHONE: 386-271-0282

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C-04PLAN AND PROFILE - STA

20+00 - STA 24+50

NO

RT

H

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

LEGEND

PROPOSED OPEN CUT

PROPOSED DIRECTIONAL DRILL

LEGEND

ABANDON

REMOVE

PROPOSED OPEN CUT

PROPOSED DIRECTIONAL DRILL

PROPOSED WATER SERVICE

NOTES:

1. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES

PRIOR TO CONSTRUCTION.

2. CONTRACTOR TO RESTORE ALL DISTURBED

GRADE TO EXISTING CONDITION OR BETTER.

3. ALL PROPOSED WATER SERVICES TO BE

INSTALLED VIA "MISSILE BORE" AND SHALL NOT

DISTURB ROADWAY.

4. CONTRACTOR TO ABANDON EXISTING WATER

SERVICES IN PLACE AFTER REPLACING WITH

PROPOSED SERVICE CONNECTIONS.

5. CONTRACTOR TO COORDINATE WITH THE CITY OF

EDGEWATER AND RESIDENTS FOR LOSS OF

SERVICE FOR MAIN REPLACEMENT AND SERVICE

REPLACEMENT.

6. CONTRACTOR TO ABANDON ALL EXISTING 2"

GALVANIZED WATER MAIN UNLESS STATED

OTHERWISE.

7. CONTRACTOR TO REMOVE EXISTING 2"

GALVANIZED WATER MAIN AS NEEDED TO INSTALL

WATER SERVICES.

* UNKNOWN SIZE AND/OR DEPTH OF UTILITY.

CONTRACTOR TO VERIFY PRIOR TO

CONSTRUCTION.

6" TAPPING SLEEVE AND VALVE

STA: 30+37

N: 1682145.84 E: 690034.53

6" GATE VALVE, MJ

STA: 30+40

N: 1682145.78 E: 690037.84

6'' DI 11.25° BEND, MJ

STA: 30+42

N: 1682145.75 E: 690039.47

6'' DI 11.25° BEND, MJ

STA: 32+19

N: 1682144.64 E: 690216.83

6" GATE VALVE, MJ

STA: 32+21

N: 1682144.64 E: 690218.78

6" TAPPING SLEEVE AND VALVE

STA: 32+25

N: 1682144.63 E: 690222.51

8''X6'' DI REDUCER, MJ

STA: 32+18

N: 1682144.65 E: 690215.23

8" FUSED ADAPTER

STA: 32+16

N: 1682144.66 E: 690213.76

TAP EX. 6" AC WATER MAIN

(SEE NOTE 4)

HDD STAGING AREA

HDD STAGING AREA

TAP EX. 6" WATER MAIN

8''X6'' DI REDUCER, MJ

STA: 30+43

N: 1682145.73 E: 690041.06

8'' FUSED ADAPTER

STA: 30+45

N: 1682145.72 E: 690042.52

± 172 LF OF 8" PE

4710 WATER MAIN

EX. 10' DRAINAGE

EASEMENT

EX. 18" CMP

STORM PIPE

EX. UTILITY POLE

5' UTILITY EASEMENT

CONTRACTOR TO ADJUST

CORRUGATED PE PIPE AS NEEDED

EDGE OF PAVEMENT

EDGE OF PAVEMENT

EDGE OF PAVEMENTEDGE OF PAVEMENT

EX. 8" VCP

SANITARY SEWER

EX. WATER

SERVICE

1.5' MIN. 3' MIN.

EX. 2" WATER MAIN

EX. STORM INLET

18" MIN.

EDGE OF PAVEMENTEDGE OF PAVEMENT

BOTTOM OF EX.

DRAINAGE DITCH

BOTTOM OF EX.

DRAINAGE DITCH

PROPERTY

BOUNDARY

PROPERTY

BOUNDARY

SI

LV

ER

C

IR

C

LE

G

LE

N W

O O

D D

R

EX. 6" PVC WATER MAIN

EX. 6" AC WATER MAIN

(SEE NOTE 4)

EX. 4" RECLAIMED WATER MAIN*

EX. 8" VCP SANITARY SEWER

INV: 7.00

EX. 2" WATER MAIN* 6'' DI 11.25° BEND, MJ

STA: 32+19

℄ EL: 6.95

6" GATE VALVE, MJ

STA: 32+21

℄ EL: 6.95

6" TAPPING SLEEVE AND VALVE

STA: 32+25

℄ EL: 6.95

6'' DI 11.25° BEND, MJ

STA: 30+42

℄ EL: 6.21

6" GATE VALVE, MJ

STA: 30+40

℄ EL: 6.21

6" TAPPING SLEEVE AND VALVE

STA: 30+37

℄ EL: 6.21 3'

M

IN

3' M

IN

8''X6'' DI REDUCER, MJ

STA: 30+43

℄ EL: 5.89

8'' FUSED ADAPTER

STA: 30+45

℄ EL: 5.57

8''X6'' DI REDUCER, MJ

STA: 32+18

℄ EL: 6.60

8" FUSED ADAPTER

STA: 32+16

℄ EL: 6.23

PROPOSED ± 172 LF

OF 8" DR-11 PE 4710

WATER MAIN

317' MIN. RADIUS

350' MIN. RADIUS

10° BORE

EXIT ANGLE

15° BORE

ENTRY ANGLE

10' M

IN

GLENWOOD DR.

SILVER CIRCLE

EX. DRAINAGE DITCH

PROPERTY BOUNDARY

PROPERTY BOUNDARY

EX. GRADE (ABOVE PIPE)

SHEET NUMBER

No. REVISIONS DATE BY

DATE

AS SHOWN

CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

DATE:

LICENSED PROFESSIONAL

SILVER RIDGE WATER MAIN

IMPROVEMENTS

PREPARED FOR

CITY OF EDGEWATER

COLTEN A. BRICKLER

FL LICENSE NUMBER

98411

SEPTEMBER 2026

149398015

CAB

BMR

AGP

WWW.KIMLEY-HORN.COM CA 00035106

1530 CORNERSTONE BLVD, BUILDING 1, SUITE 200A

DAYTONA BEACH, FL 32117

© 2026 KIMLEY-HORN AND ASSOCIATES, INC.

PHONE: 386-271-0282

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Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

NOTES:

1. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES

PRIOR TO CONSTRUCTION.

2. CONTRACTOR TO RESTORE ALL DISTURBED

GRADE TO EXISTING CONDITION OR BETTER.

3. CONTRACTOR TO COORDINATE WITH THE CITY OF

EDGEWATER AND RESIDENTS FOR LOSS OF

SERVICE FOR MAIN REPLACEMENT AND SERVICE

REPLACEMENT.

4. CONTRACTOR MUST HAVE SOLID BASE AND MUST

SUPPORT WEIGHT OF TAPPING SLEEVE AND VALVE

AND ADJACENT PIPE DURING BACKFILL.

* UNKNOWN SIZE AND/OR DEPTH OF UTILITY.

CONTRACTOR…