LS_No_7_Bid_Set_-_Drawings.pdf

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REPRODUCTION. THIS MUST BE CONSIDERED WHEN

OBTAINING SCALED DATA. DIMENSION INFORMATION

SHOULD NOT BE OBTAINED BY SCALING THE PLANS.

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DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

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Monday, February 17, 2025 9:51:51 AM F:\CIVIL\PROJECTS\2021\2021-34 Daytona Bch Utilities Cont Prof Engineering\2021-34.02 LS 7 Replacement\5.0 Drawings\2021-34-02 LS 7 G-100.dwg

VICINITY MAP

NTS

PREPARED BY:

CITY OF DAYTONA BEACH

LIFT STATION NO. 7 REPAIRS AND UPGRADES

CONSTRUCTION DRAWINGS FOR

PROJECT # 7015

BID # XXXX

ZONE 6

MAY 2025

ENGINEER OF RECORD

FLORIDA REGISTRATION No.

66465

ERIN J. GIBLIN, P.E.

MAY 2025 - BID SET

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100, ORLANDO, FL 32803

PH: (407) 896-8608 ENGINEERING REGISTRY NO. 6899

CITY OF DAYTONA BEACH UTILITIES DEPARTMENT

125 BASIN STREET, SUITE 131

DAYTONA BEACH, FLORIDA 32114

UTILITIES DIRECTOR: SHANNON PONITZ

CITY MANAGER: DERIC C. FEACHER

ZONE 6: COMMISSIONER PAULA R. REED

ZONE 5: COMMISSIONER DANNETTE HENRY

ZONE 4: COMMISSIONER STACY CANTU

ZONE 3: COMMISSIONER QUANITA MAY

ZONE 2: COMMISSIONER KEN STRICKLAND

ZONE 1: COMMISSIONER MONICA PARIS

COMMISSIONERS

DERRICK L. HENRY

CITY MAYOR

VOLUSIA COUNTY

CITY OF DAYTONA BEACH

PROJECT LOCATION

INDEX OF DRAWINGS

SHT No DWG No DESCRIPTION

1 G-100 COVER SHEET

2 G-101 LEGEND, ABBREVIATIONS, UTILITY CONTACTS AND SCHEDULE OF VALUES

3 G-102 GENERAL NOTES

4 G-103 GENERAL NOTES

5 C-100 LIFT STATION 7 EXISTING SITE PLAN

6 C-101 LIFT STATION 7 DEMOLITION PLAN

7 C-102 LIFT STATION 7 PROPOSED SITE PLAN

8 C-103 LIFT STATION 7 PROPOSED OFFSITE PLAN

9 C-104 TEMPORARY ACCESS DRIVEWAY AND BYPASS PLAN

10 PS-100 LIFT STATION 7 PLAN, SECTION AND NOTES

11 D-100 CONSTRUCTION DETAILS

12 D-101 CONSTRUCTION DETAILS

13 D-102 CONSTRUCTION DETAILS

14 D-103 CONSTRUCTION DETAILS

15 D-104 CONSTRUCTION DETAILS

16 E-001 ELECTRICAL ABBREVIATIONS, LEGENDS AND NOTES

17 E-101 LIFT STATION PLAN VIEW

18 E-501 DETAILS

19 E-502 DETAILS

REMOVE EXISTING CONCRETE

SURFACE, GRAVEL DRIVEWAY,

CONCRETE DRIVEWAY

EXISTING PIPE TO BE REMOVED

EXISTING PIPE TO BE ABANDONED

TAPPING SLEEVE AND VALVE

LINE STOP ASSEMBLY

VALVE (TYP)

SLEEVE

CAP

LEGEND

LOT LINE

EASEMENT LINE

EXISTING FENCE

EXISTING BURIED ELECTRIC

EXISTING GAS

EXISTING OVER HEAD UTILITY

EXISTING RECLAIMED WATER MAIN

EXISTING BURRIED TELEPHONE

EXISTING SANITARY SEWER

EXISTING WATER MAIN

EXISTING CABLE TV

EXISTING FIBER OPTIC CABLE

RIGHT OF WAY LINE

EXISTING FORCE MAIN

EXISTING IRRIGATION

TEST HOLE (TH-1)IN PLACE (GROUT FILLED)

REMOVE AND REPLACE SIGNS

EXISTING STORM WATER PIPE

REMOVE AND REPLACE

CURB AND GUTTER

ABBREVIATIONS

TREE REPLACEMENT (TYP)

CI/ASCE 3802 SUBSURFACE UTILITY QUALITY LEVEL INDEX

1. QUALITY LEVEL A (QLA): UTILITY INFORMATION WHICH HAS BEEN VISUALLY VERIFIED, SURVEY LOCATED (BOTH HORIZONTALLY AND VERTICALLY) AND ACCURATELY REDUCED ONTO THE DRAWINGS. THIS IS TYPICALLY SHOWN AS A HV

VERIFICATION EXCAVATION HOLE.

2. QUALITY LEVEL B (QLB): UTILITY INFORMATION DERIVED BY MARKING THE APPROXIMATE SURFACE HORIZONTAL LOCATION OF UTILITY USING ELECTRONIC METHODS BY THE UTILITY OWNER. MARKINGS BY UTILITY OWNERS ARE ASSUMED TO BE LOCATED BY ELECTRONIC METHODS AND SEPARATE LOCATES WILL NOT BE PERFORMED BY THE ENGINEER. MARKING IS

SUBSEQUENTLY FIELD SURVEY LOCATED AND ACCURATELY REDUCED ONTO THE DRAWINGS.

3. QUALITY LEVEL C (QLC): UTILITY INFORMATION OBTAINED AS BELOW FOR QUALITY LEVEL D, PLOTTED TO CORRELATE WITH SURFACE UTILITY FEATURES WHICH HAVE BEEN FIELD VERIFIED, SURVEY LOCATED AND ACCURATELY REDUCED ONTO THE DRAWINGS. INCLUDED IN THIS CATEGORY ARE AERIAL UTILITY INFORMATION AND UTILITY DEPICTIONS, WHICH IN THE PROFESSIONAL OPINION OF THE SUBSURFACE UTILITY ENGINEER, REPRESENT THE MOST PROBABLE

APPROXIMATE HORIZONTAL LOCATION, TYPE AND / OR EXISTENCE OF A UTILITY.

4. QUALITY LEVEL D (QLD): UTILITY INFORMATION PLOTTED ON THE DRAWING BASED SOLELY ON RECORD INFORMATION, INDIVIDUAL RECOLLECTIONS OR THE EXISTENCE OF UTILITY SERVICE. IT SHALL BE NOTED THAT ALL INFORMATION SHOWN (OTHER THAN AT TEST HOLE LOCATIONS, SEE QLA ABOVE) WITH REFERENCE TO A UTILITIES SIZE, CAPACITY, MATERIAL COMPOSITION, CONDITION OR SERVICE STATUS SHALL BE CONSIDERED QLD EVEN THOUGH THE UTILITY MAY BE

PLOTTED AND LABELED QLC OR QLB.

NOTE: THIS DRAWING WAS PREPARED IN CONFORMANCE WITH ASCE STANDARD CE/ASCE 38-02 "AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY

DATA"

TYPICAL EXISTING UTILITY DESIGNATION

ALL EXISTING UTILITIES DEPICTED ON THESE DRAWINGS ARE QUALITY LEVEL B UNLESS NOTED OTHERWISE ON THE

EXISTING UTILITY LINE.

NO. 57 STONE

AC ASBESTOS CEMENT, AIR

CONDITIONER

ADPT ADAPTER

ALUM ALUMINUM

APPROX APPROXIMATELY

ARV AIR RELEASE VALVE ASSEM

ASPH ASPHALT

ASSEM ASSEMBLY

AUX AUXILIARY

BFO BURIED FIBER OPTIC

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BL BASE LINE

BLDG BUILDING

BM BENCHMARK

BO BLOW OFF

BOT BOTTOM

BV BALL VALVE

CB CATCH BASIN

C\C CENTER LINE TO CENTER

LINE

C&G CURB AND GUTTER

CIP CAST IRON PIPE

CL CENTER LINE

CLF CHAIN LINK FENCE

CM CONCRETE MONUMENT

CMP CORRUGATED METAL PIPE

CO CLEAN OUT

CONC CONCRETE

CONN CONNECT

CONST CONSTRUCT

CONT CONTINUATION

CORP CORPORATION

CV CHECK VALVE

CY CUBIC YARD

DBL DOUBLE

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DWG DRAWING

DWY DRIVEWAY

ELEC ELECTRIC

EA EACH

ELEV ELEVATION

EOP EDGE OF PAVEMENT

ESMT EASEMENT

EXIST EXISTING

EXP JT EXPANSION JOINT

FDEP FLA DEPT OF ENVIRON

PROTECT

FDOT FLA DEPT OF TRANS

FA FLANGED ADAPTER

FF FINISH FLOOR

FCA FLANGED COUPLING

ADAPTER

FHA FIRE HYDRANT ASSEMBLY

FIG FIGURE

FLG FLANGE

FL FLOW LINE

FM FORCE MAIN

FT FEET

GA GAUGE

GAL GALLON

GALV GALVANIZED

GEN GENERATOR

GSP GALVANIZED STEEL PIPE

GM GAS MAIN

GPM GALLONS PER MINUTE

GV GATE VALVE

HDWL HEADWALL

HFCA HARNESSED FLANGE

COUPLING ADAPTER

HT HEIGHT

HP HORSE POWER

HORIZ HORIZONTAL

HWL HIGH WATER LEVEL

ID INSIDE DIAMETER

IN INCHES

INV INVERT

IP IRON PIPE

IR IRON ROD

JUNC JUNCTION

LAT LATERAL

LF LINEAR FEET

LS LIFT STATION

LT LEFT

LWL LOW WATER LEVEL

MAX MAXIMUM

MATL MATERIAL

MEG MATCH EXISTING GRADE

MES MITERED END SECTION

MFR MANUFACTURER

MGD MILLION GALLONS PER DAY

MH MANHOLE

MIN MINIMUM

MJ MECHANICAL JOINT

MOD MODIFIED

MOT MAINTENANCE OF TRAFFIC

NG NATURAL GROUND

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPT NATIONAL PIPE THREAD

NPW NON-POTABLE WATER

NTS NOT TO SCALE

OD OUTSIDE DIAMETER

OHU OVERHEAD UTILITY

O\O OUTSIDE TO OUTSIDE

OPER OPERATOR

OPNG OPENING

PAVT PAVEMENT

PB PULL BOX

PC POINT OF CURVATURE

PE PLAIN END

PG PAGE

PI POINT OF INTERSECTION

PH PHASE

PL PROPERTY LINE

POLY POLYETHYLENE

PP POWER POLE

PROP PROPOSED

PS PUMP STATION

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PV PLUG VALVE

PVC POLYVINYL CHLORIDE PIPE

QTY QUANTITY

RAD PT RADIUS POINT

R RADIUS

RJ RESTRAINED JOINT

R\R RAIL ROAD

RCP REINFORCED CONC PIPE

RED REDUCER

REINF REINFORCED

REQ REQUIRED

RESTR RESTRAINED

RPZ REDUCED PRESS ZONE

RT RIGHT

RW RECLAIMED WATER

R\W RIGHT OF WAY

SAN SANITARY SEWER

SB SOIL BORING

SCH SCHEDULE

SD STORM DRAIN

SECT SECTION

SF SQUARE FEET

SHT SHEET

SLV SLEEVE

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STA STATION

STD STANDARD

STL STEEL

SY SQUARE YARDS

SYS SYSTEM

TCE TEMP CONST EASE

TEL TELEPHONE

TEMP TEMPORARY

TH TEST HOLE

THK THICK

TOB TOP OF BANK

TS&V TAPPING SLEEVE AND

VALVE

TYP TYPICAL

UG UNDERGROUND

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

VVH VERIFIED VERT & HORIZ

w/ WITH w/o WITH OUT

WL WATER LEVEL

WM WATER MAIN

W\M WATER METER

WP WALL PIPE

WRF WATER RECLAIM FACILITY

WS WATER SERVICE

WWF WELDED WIRE FABRIC

SCHEDULE OF VALUES

STRUCTURES AND EQUIPMENT

CONCRETE SIDEWALK

TEE

DESIGN ELEVATION

LIMITS OF CONSTRUCTION

60.00

UTILITY PIPE DESIGNATION

NOTE: TRACY SHIRAH WILL BE THE UTILITY DEPARTMENT'S MAIN POINT OF CONTACT FOR ANY DEWATERING OR WELL

POINT WORK. HER CONTACT NUMBER IS 386-671-8884 AND EMAIL SHIRAHTRACY@CODB.US.

TEMPORARY ACCESS DRIVEWAY

2 19

2021-34-02

MAY 2025

NDH

JAB

EJG

MAY 2025 - BID SET

LEGEND, ABBREVIATIONS, UTILITY

CONTACTS AND SCHEDULE OF VALUES

G-101

LINE IS 1 INCH

AT FULL SIZE = 34x22

(IF NOT SCALE ACCORDINGLY)

No. REVISIONS BY DATE

PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___AS NOTED SEE MARGIN

Monday, February 17, 2025 9:51:12 AM F:\CIVIL\PROJECTS\2021\2021-34 Daytona Bch Utilities Cont Prof Engineering\2021-34.02 LS 7 Replacement\5.0 Drawings\2021-34-02 LS 7 G-101.dwg

DESIGN ENGINEER

FLORIDA REGISTRATION No.

66465

ERIN J. GIBLIN, P.E.

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100

ORLANDO, FL 32803

PH: (407) 896-8608

ENGINEERING REGISTRY NO. 6899

LIFT STATION NO. 7 REPAIRS AND UPGRADES

THE CITY OF DAYTONA BEACH

UTILITIES DEPARTMENT

S-1 Sanitary Sewer Notes P1.dwg

Jan-08

MAL

JMP

NTS

Jan-2024

S-1

S-2 Sanitary Sewer Notes P-2.dwg

Jan-08

MAL

JMP

NTS

Jan-2024

S-2

S-3 Sanitary Sewer Notes P-3.dwg

Jan-08

MAL

JMP

NTS

Jan-2024

S-3

S-4 Sanitary Sewer Notes P-4.dwg

Jan-08

MAL

JMP

NTS

Jan-2024

S-4

Revision Date:

Scale:

Drawn By:

Checked By:

Drawing Date:

Page No.:

Detail No.:

Revision Date:

Scale:

Drawn By:

Checked By:

Drawing Date:

Page No.:

Detail No.:

FY-2022

Revision Date:

Scale:

Drawn By:

Checked By:

Drawing Date:

Page No.:

Detail No.:

Revision Date:

Scale:

Drawn By:

Checked By:

Drawing Date:

Page No.:

Detail No.:

1. THE CITY'S UTILITIES DEPARTMENT SHALL BE GIVEN A MINIMUM OF 3 BUSINESS DAYS ADVANCE NOTICE (NOT

INCLUDING HOLIDAYS) PRIOR TO BEGINNING ANY SANITARY SEWER CONSTRUCTION.

2. A PERMIT SHALL BE REQUIRED PRIOR TO ENGAGING IN ANY DEWATERING ACTIVITIES, OR IN ACTIVITIES, OR IN ANY CONSTRUCTION ACTIVITY THAT CHANGES THE IMPERVIOUS AREA OF LAND. DEWATERING ACTIVITIES INCLUDE THE REMOVAL OF GROUND WATER FROM A CONSTRUCTION SITE, ENCLOSED VAULT, COFFERDAM, OR TRENCHERS, ALLOWING CONSTRUCTION OR MAINTENANCE TO BE ONE IN THE DRY, OR ANY ACTIVITY WHICH CHANGES THE IMPERVIOUS AREA OF LAND. SITE SPECIFIC DEWATERING PERMITS SHALL REQUIRE PAYMENT OF A PER ACRE FEE BASED ON THE SIZE OF THE DEVELOPMENT. GENERAL PURPOSE PERMITS SHALL REQUIRE AN ANNUAL FEE BASED ON A BI-ANNUAL SCHEDULE OF DEWATERING ACTIVITIES DISCHARGING DIRECTLY INTO THE CITY'S MS4 CONVEYANCE SYSTEM. DEWATERING PERMIT APPLICATIONS CAN BE FOUND AT https://www.codb.us/ FEES ARE SUBJECT TO ARTICLE 7, SECTION 7.2 OF THE LAND DEVELOPMENT CODE AND MUST BE SUBMITTED WITH THE PERMIT APPLICATION TO CITY OF DAYTONA BEACH STORM WATER COORDINATOR AT 125 BASIN STREET, SUITE 100, DAYTONA BEACH, FLORIDA 32114 PRIOR TO ANY USE OF MS4. FAILURE TO COMPLY WILL RESULT IN THE IMMEDIATE

TERMINATION OF ACCESS TO THE CITY'S MS4 SYSTEM.

3. MAINLINE TOLERANCES FOR SANITARY SEWER VERTICAL DEFLECTION SHALL BE NO MORE THAN 0.5" IN DEPTH AND

NOT EXCEEDING THREE (3) FEET IN LENGTH.

4. UPON COMPLETION, THE CONTRACTOR SHALL PROVIDE THE CITY UTILITIES DEPARTMENT WITH A CCTV INSPECTION LOG ON DVD AND A PRINTED REPORT FOR ALL GRAVITY MAINS AND LATERALS CONSTRUCTED. ALL WORK, WITH THE EXCEPTION OF FINAL GRADE ADJUSTMENT TO MANHOLES. BENCHES AND FLOW CHANNELS SHALL BE COMPLETED PRIOR TO COMMENCING THE CCTV INSPECTION. THE CONTRACTOR SHALL COORDINATE THE CCTV INSPECTION TIME WITH THE CITY UTILITY INSPECTOR PRIOR TO INITIATING THE WORK. FINAL PAVING SHALL NOT COMMENCE UNTIL APPROVAL IS RECEIVED FROM THE CITY UTILITY INSPECTOR. CCTV SEWER VIDEOS AND AS-BUILT DOCUMENTS MUST BE REVIEWED AND APPROVED BY THE EOR STATING COMPLIANCE WITH CITY STANDARDS PRIOR TO REVIEW BY THE CITY. CCTV MUST BE PERFORMED WITH CITY INSPECTOR AND/OR ENGINEER OF RECORD PRESENT.

5. SEWER LATERAL LOCATIONS SHALL BE MARKED ALONG THE OUTSIDE OF THE CURB WITH A SAW CUT "V" OR BY A

METAL TAB SET INTO THE PAVEMENT.

6. THE CONTRACTOR SHALL BE REQUIRED TO PIG ALL FORCE MAINS EQUAL TO OR GREATER THAN 6" IN DIAMETER AND PRIMARY TRANSMISSION MAINS LOCATED ON COLLECTOR AND ARTERIAL ROADWAYS. LAUNCHING AND EXTRACTION

POINTS SHALL BE DETERMINED BY THE CITY.

7. WITH RESPECT TO TIE-IN CONNECTIONS AND CORING OPERATIONS, THE CITY RESERVES THE RIGHT TO REQUIRE CONNECTIONS TO BE PERFORMED DURING PERIODS OF LOW FLOW (MIDNIGHT TO 6:00 A.M.) (IN ORDER TO MINIMIZE

SERVICE DISRUPTION TO EXISTING CUSTOMERS.

8. ALL WORK ON SANITARY SEWER FACILITIES OWNED OR PROPOSED TO BE OWNED BY THE CITY SHALL BE PERFORMED BY AN UNDERGROUND UTILITY CONTRACTOR OR GENERAL CONTRACTOR LICENSED IN THE STATE OF

FLORIDA AND REGISTERED WITH THE CITY.

9. UPON CONSTRUCTION COMPLETION AND ACCEPTANCE OF THE SYSTEM, IT IS THE DESIGN ENGINEER'S RESPONSIBILITY TO ENSURE THAT THE SYSTEM IS PROPERLY CERTIFIED AND ACCEPTED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AND AS-BUILTS ARE PROVIDED TO THE CITY'S UTILITIES

DEPARTMENT PRIOR TO ANY USE OF THE SYSTEM.

10. PLANS SHALL DIMENSION THE LOCATION OF ALL FORCE MAINS, VALVES, MANHOLES & LATERALS FROM THE

BASELINE OF CONSTRUCTION AND FROM THE RIGHT-OF-WAY LINE.

11. LANDSCAPE PLANS SHALL CLEARLY DEPICT THE LOCATION OF PLANTINGS RELATIVE TO THE LOCATION OF PUBLIC

UTILITIES AND STORM WATER INFRASTRUCTURE.

12. THE CITY'S AS-BUILT DRAWING REQUIREMENTS ARE ATTACHED TO THE BACK OF THE UTILITIES DEPARTMENT'S

STANDARD DETAILS.

13. ALL GRAVITY SANITARY SEWER MAINS SHALL BE A MINIMUM OF 8" DIAMETER.

14. COMMERCIAL SERVICE LATERALS SHALL BE GREEN AND A MINIMUM OF 6" IN DIAMETER. OR LARGER. ALL SINGLE FAMILY RESIDENTIAL SERVICE LATERALS SHALL BE 6" SINGLE SERVICES WITH CLEAN OUTS INSTALLED AT

PROPERTY LINES.

15. ALL GRAVITY SANITARY SEWER MAINS SHALL BE GREEN PVC SDR-26, ASTM D-3034, OR C-900 DR-18. IN PLACES WHERE A MINIMUM COVER OF 4 FEET CANNOT BE MAINTAINED OR IN DEPTHS OF 10 FEET OR GREATER (CUT TO INVERT) MAINS

SHALL BE C-900 DR-18.

16. FOR SINGLE FAMILY HOMES, SINGLE SIX INCH SEWER SERVICE LATERALS SHALL BE CONSTRUCTED AT EACH LOT OR UNIT AND LOCATED ON THE DOWNSTREAM SIDE OF THE LOT CENTER LINE. AT THE END OF SERVICES LATERALS INSTALL A LOCATIONS MARKER WITHA 3M ELECTRONICE MARKER SYSTEM (EMS) FULL RANGE MARKERS, WITH A 2"X4"X4' PRESSURE TREATED STAKE PAINTED GREEN VISIBLE FROM THE ROAD. RUBBER SEAL FITTINGS SHALL BE USED

ON ALL LINES. NO GLUED JOINTS ARE PERMITTED ON LATERALS.

17. FOR MULTI-FAMILY AND COMMERCIAL SITES, SIX INCH MINIMUM SEWER SERVICES AND CLEANOUTS SHALL BE

PROVIDED AS APPROVED BY THE CITY.

18. FORCE MAINS LESS THAN 18" MAY USE PVC C900 OR C905 DR-18. FORCE MAINS 18" AND LARGER SHALL BE DUCTILE IRON PIPE (D.I.P.), CLASS 350, EPOXY LINED. ALL NON DUCTILE IRON PIPE AND HORIZONTAL DIRECTIONAL DRILL FORCE MAINS SHALL HAVE A MINIMUM WORKING PRESSURE OF 160 PSI. THE CITY MAY REQUIRE A HIGHER PRESSURE RATING DEPENDING ON SITE CONDITIONS. INSIDE DIAMETER OF NON D.I.P. HORIZONTAL DIRECTIONAL DRILL PIPE SHALL MATCH THE INSIDE DIAMETER OF CONNECTING PIPES. DIRECTIONAL DRILLS SHALL HAVE FUSED MJ

ADAPTERS.

19. FORCE MAIN MINIMUM DEPTH OF COVER SHALL BE 48". ALL FORCE MAINS SHALL BE DISTINCTLY MARKED BY GREEN

STRIPES OR COLORED GREEN.

20. ALL FITTINGS, VALVES, ETC. SHALL BE DUCTILE IRON (MJ OR FLANGED) AND RESTRAINED. ALL FORCE MAINS SHALL USE THRUST RESTRAINT AS CALCULATED BY A PROGRAM AVAILABLE AT (EBAA.COM). THE RESTRAINED JOINT

LENGTHS SHALL BE SHOWN ON THE PLANS PROVIDED BY THE ENGINEER OF RECORD.

21. ALL RESTRAINED PIPE BELL JOINTS SHALL USE BELL RESTRAINTS. GRIPPER TYPE GASKETS CAN BE USED FOR

DUCTILE IRON PIPE JOINTS. CONCRETE THRUST BLOCKS ARE NOT PERMITTED.

22. AS A GENERAL RULE, THE NUMBER OF JOINTS SHALL BE LIMITED WHENEVER POSSIBLE. IN SPECIAL CASES WHERE A POINT REPAIR TO AN 8" TO 12" PVC SEWER MAIN IS REQUIRED, THE PROPER RIGID WRAP AROUND SLEEVE MAY BE

ALLOWED BY CITY SPECIAL APPROVAL.

23. ALL IN-LINE SANITARY SEWER FORCE MAIN VALVES SHALL BE FULL PORT PLUG VALVES UNLESS OTHERWISE NOTED.

VALVES SHALL BE INSTALLED AT EACH END OF THE FORCE MAIN AND ON STUB OUTS.

24. ALL C-900 PVC DR-18 PIPE REQUIREMENTS REFERENCE THE C-900 STANDARDS.

25. MINIMUM GRAVITY SANITARY SEWER SLOPES ARE AS FOLLOWS: 8" PIPE 0.40%, 10" PIPE 0.28%, 12" PIPE 0.22%, 15" PIPE 0.15%, OR OTHERWISE NOTED BY UTILITIES DEPT. MANHOLES SHALL HAVE AT LEAST 1 TENTH FALL FROM

INCOMING INVERT OR INVERTS TO THE OUT GOING INVERT IN THE MANHOLE.

26. GRAVITY SANITARY SEWER LINE CONSTRUCTION SHALL BE ACCOMPLISHED BY THE USE OF A LASER

INSTRUMENT UNLESS ANOTHER METHOD IS APPROVED BY THE CITY.

27. DURING PIPE INSTALLATION DEWATER THE GROUND SUFFICIENTLY TO KEEP THE GROUNDWATER ELEVATION

A MINIMUM OF 6" BELOW THE PIPE BEING INSTALLED WITHIN THE AREA OF THE TRENCH.

28. ALL PIPES SHALL BE INSTALLED ON A FIRM FOUNDATION. SOFT OR SPONGY BEDDING FOR PIPES IS NOT ACCEPTABLE.

ANY UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH A DRY, COMPACTED, GRANULAR MATERIAL

SATISFACTORY TO THE CITY.

29. ON ALL EXCAVATION AND BACKFILLING THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND BRACING

IN ORDER TO PROVIDE A SAFE WORKING ENVIRONMENT.

30. ALL TRENCHES SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND COMPACTED TO THE SPECIFIED MINIMUM COMPACTION (95% IN UNPAVED AREAS AND 98% IN PAVED AREAS) AND THE OPTIMUM DENSITY BASED ON THE AASHTO

T-180 MODIFIED PROCTOR TEST.

31. ALL GASKETS SHALL BE LUBRICATED BEFORE INSTALLATION.

32. THE CONTRACTOR SHALL INSTALL A #12-GAUGE MINIMUM COPPER TRACER WIRE TAPED TO THE TOP OF THE PIPE AT INTERVALS NO GREATER 4 FEET. COPPER WIRE SHALL HAVE A MIN. TENSILE STRENGTH/BREAK LOAD OF 452 LBS. AND REQUIRES APPROVAL BY THE CITY FOR THE FULL LENGTH OF ALL SEWER FORCE MAINS. THE PIPE LOCATOR TAPE SHALL BE INSTALLED BETWEEN 15" AND 24" BELOW FINISHED GRADE OR AS DIRECTED BY THE MANUFACTURER. THE TAPE SHALL BE COLOR CODED GREEN FOR FORCE MAINS. LOCATER WIRE SHALL TERMINATE AT A LOCATION AND IN

MANNER CONVENIENT FOR THE CITY LOCATER STAFF.

33. TRACER WIRE SHALL BE TESTED FOR CONTINUITY UNDER SUPERVISION OF A CITY REPRESENTATIVE AFTER

INSTALLATION.

34. ALL SEWER LINES CONSTRUCTED OUTSIDE OF PUBLIC RIGHT-OF-WAYS WITHIN SIDE YARDS, BACKYARDS, AND OTHER POORLY ACCESSIBLE AREAS SHALL BE CONSTRUCTED OF GREEN C-900 PVC. ABSOLUTELY NO USE OF PLASTIC

STYRENE FITTINGS SHALL BE ALLOWED.

35. ALL LOCAL COLLECTION SANITARY SEWER MANHOLES SHALL BE PRECAST WITH A MINIMUM INSIDE DIAMETER OF 4 FEET. MANHOLES OVER 6 FEET DEEP SHALL HAVE A MINIMUM 4 FT TALL PRE-CAST BOTTOM SECTION.

36. STANDARD MANHOLES SHALL BE LOCATED AT INTERVALS NOT EXCEEDING 400 FEET.

37. MANHOLE RIMS SHALL BE FLUSH WITH THE FINISH GRADE ELEVATION IN PAVED AREAS AND A MINIMUM OF 0.5 FEET AND MAXIMUM OF 1.0 FOOT ABOVE GRADE IN UNPAVED AREAS. ALL MANHOLES SHALL HAVE A INFLOW DEFENDER INFLOW DISH (RAIN/STORMWATER DISH) INSTALLED UNDER MANHOLE LID PRIOR TO INSPECTION.

38. THE CONTRACTOR SHALL CONSTRUCT SANITARY SEWER MANHOLES IN SUCH A WAY THAT SEWER LINES DO NOT

INTERSECT SEALED JOINTS BETWEEN SECTIONS OF THE MANHOLE.

39. INDIVIDUAL SANITARY SERVICES SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES AND MUST BE CONNECTED

TO SEWER MAINS BY USE OF WYE CONNECTIONS UNLESS OTHERWISE APPROVED BY THE CITY.

40. SANITARY SEWER DROP MANHOLES SHALL ONLY BE USED UNDER SPECIAL CONDITIONS AS APPROVED BY THE CITY.

DROPS ARE REQUIRED FOR SEWERS ENTERING MANHOLES AT 2.0' OR ABOVE THE THE BOTTOM INVERT OF THE

MANHOLE.

41. SANITARY SEWER MANHOLES WITH SEWER FORCE MAINS DISCHARGING DIRECTLY INTO THEM SHALL BE FIBERGLASS OR POLY-ETHYLENE LINED. RETRO-FITTING OF MANHOLES WITH LINERS IS REQUIRED WHEN NEW CONNECTIONS ARE MADE. FIBERGLASS SHALL BE A MINIMUM 1/2" THICK UNLESS APPROVED OTHERWISE BY THE CITY. OTHER LINING METHODS AND MATERIALS MAY BE CONSIDERED ON A CASE BY CASE BASIS. UNDER CIRCUMSTANCES WHERE HYDROGEN SULFIDE IS A SIGNIFICANT CONCERN, MANHOLES UPSTREAM AND/OR DOWNSTREAM OF THE FORCE MAIN

TIE-IN MAY BE REQUIRED TO HAVE LININGS INSTALLED.

42. EZ-WRAP PLASTIC, AS MANUFACTURED BY PRESS SEAL GASKET CORPORATION, SHALL BE USED ON THE OUTSIDE OF ALL MANHOLE AND WETWELL JOINTS. APPLY ONE LAYER OF 9" WRAP CENTERED ON EACH JOINT. A CITY INSPECTOR

SHALL INSPECT ALL JOINT SEALS PRIOR TO BACKFILLING OPERATIONS.

43. CONTRACTOR FOR DEVELOPMENTS WITH THE POTENTIAL TO DISCHARGE INDUSTRIAL OR COMMERCIAL WASTE INTO THE SEWER SYSTEM SHALL CONSTRUCT AND MAINTAIN AT THE OWNER'S EXPENSE A SUITABLE CONTROL MANHOLE OR MANHOLES DOWNSTREAM OF ANY TREATMENT, STORAGE, OR OTHER APPROVED WORKS, PRIOR TO THE CITY'S COLLECTION SYSTEM TO FACILITATE OBSERVATION, MEASUREMENT, AND SAMPLING OF ALL WASTE, INCLUDING

ALL DOMESTIC SEWAGE FROM THE ESTABLISHMENT.

44. CONTROL MANHOLE OR MANHOLES SHALL BE CONSTRUCTED AT LOCATIONS EASILY ACCESSIBLE AT ALL TIMES TO

CITY PERSONNEL FOR SAMPLING.

45. SANITARY SEWER LIFT STATIONS AND FORCE MAINS SHALL BE APPROVED BY THE CITY. LIFT STATIONS SHALL BE

CONSTRUCTED WITH A MINIMUM WET WELL AS SHOWN IN THE LIFT STATION DETAIL.

46. IT SHALL BE THE RESPONSIBILITY OF THE DESIGN ENGINEER TO PREPARE AND SUBMIT FLOTATION CALCULATIONS TO

SIZE THE BASE OF THE WET WELL, AND ANY MANHOLES AS DEEMED NECESSARY BY THE CITY.

47. ALL FITTINGS SHALL MEET THE MINIMUM RESTRAINT REQUIREMENTS PER ANSI/AWWA/DIPRA, AND ALL PRESSURE PIPES

UNDER ROADWAYS SHALL BE RESTRAINED.

48. LOW PRESSURE SANITARY SEWER SYSTEMS ARE NOT PERMITTED IN RESIDENTIAL OR COMMERCIAL SUBDIVISIONS.

49. SANITARY SEWER SYSTEMS SHALL BE RE-TELEVISED IN THEIR ENTIRETY, CITY REVIEWED AND APPROVED 30 DAYS

PRIOR TO THE MAINTENANCE BOND BEING RELEASED.

L = SD P

WHERE:

L = ALLOWABLE LEAKAGE, IN GALLONS PER HOUR

S = LENGTH OF PIPE TESTED, IN FEET

D = NOMINAL DIAMETER OF PIPE, IN INCHES

P = AVERAGE TEST PRESSURE DURING THE LEAKAGE TEST,

IN POUNDS PER SQUARE INCH (GAUGE)

AVERAGE

TEST

PRESSURE

0.25 0.23

0.37

0.32

0.28 0.30

0.34 0.36

0.45

0.39 0.42

0.48

0.30 0.34

0.50

0.40 0.37

0.43

0.47 0.45

0.60 0.56 0.52

0.64

0.45 0.50

0.75

0.59 0.55

0.64

0.71 0.68

0.90 0.84 0.78

0.95 6 8

0.67 0.60

1.00

0.85 0.80 0.74

0.95 0.90

1.20 1.12 1.04

1.27

0.75 0.84

1.24

0.92 0.99 1.06

1.19 1.13

1.50

1.30 1.40

1.59

0.90 1.01 1.10 1.19 1.28 1.35 1.42 1.49 1.56 1.69 1.80 1.91

1.05 1.18

1.74

1.29 1.39 1.48 1.58 1.66

2.10

1.82 1.97

2.23

(PSI) 16

1.20 1.34

1.99

1.47 1.59 1.70 1.80 1.90

2.08 2.25 2.40 2.55

1.35 1.51 1.66 1.79 1.91 2.03 2.14 2.24 2.34 2.53 2.70 2.87

3.18

1.50 1.68

2.49

1.84 1.98 2.12 2.25 2.37

3.00

2.60 2.81

2.01 1.80

2.99 2.85 2.70 2.55 2.38 2.21

3.37 3.12

3.60 3.82

2.52 2.25

3.73

2.76 2.98 3.19 3.38 3.56

4.50

3.90 4.21

4.78

2.70 3.02

4.48

3.31 3.58 3.82 4.05 4.27

5.41

4.68 5.06

5.73

3.15 3.53

5.23

3.86 4.17 4.46 4.73 4.99

5.46 5.90 6.31 6.69

4.03

5.98

4.41 4.77 5.09 5.41 5.70

7.21

6.24 6.74

7.64

3.60

4.05 4.53 4.97 5.36 5.73 6.03 6.41 6.72

8.11 8.60

7.58 7.02

4.50 5.04

7.47

5.52 5.96 6.37 6.76 7.12

7.80 8.43

9.56 9.01

4.80 5.37

7.97

5.88 6.36 6.80 7.21 7.60

9.61

8.32 8.99

10.19

(PSI)

PRESSURE

AVERAGE

TEST

ALLOWABLE LEAKAGE PER 1000 FT. OF PIPELINE * -GPH

NOMINAL PIPE DIAMETER - INCHES

133,200

1. THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING LABORATORY AT HIS OWN EXPENSE TO INSURE COMPACTION OF ALL FILL MATERIAL IS COMPLETED PROPERLY. TESTS SHALL BE DONE ONE FOOT ABOVE THE PIPE AND AT ONE FOOT VERTICAL INTERVALS UNTIL FINAL GRADE IS REACHED.

TESTS SHALL BE COMPLETED A MINIMUM FREQUENCY OF ONE SET OF TESTS EACH 300 FOOT LENGTH OF PIPING AND ONE ADDITIONAL SET OF TESTS AT EVERY MANHOLE. IDENTIFICATION OF TEST

LOCATIONS SHALL BE CLEARLY INDICATED ON TEST REPORTS. TEST RESULTS SHALL BE

FORWARDED PROMPTLY TO THE CITY'S DESIGNATED SITE INSPECTOR.

2. ALL TESTING REQUIRED BY THE CITY SHALL BE PAID FOR BY THE CONTRACTOR/DEVELOPER.

3. THE CITY OF DAYTONA BEACH RESERVES THE RIGHT TO REQUIRE THE DEVELOPER TO PERFORM

VACUUM TESTING OF ALL SANITARY MANHOLES AND TO AIR TEST SEWER MAINS.

4. ALL PROPOSED SEWER FORCE MAINS SHALL BE FLUSHED, PRESSURE TESTED AND CLEARED FOR

SERVICE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF ENVIROMENTAL PROTECTION

PROTECTION REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE CITY'S DESIGNATED SITE

INSPECTOR AT LEAST 3 BUSINESS DAYS PRIOR TO BEGINNING A FULL-DIAMETER FLUSH OF THE MAINS

FOR PRESSURE TESTING.

5. SANITARY SEWER FORCE MAINS SHALL BE PRESSURE TESTED TO 100 PSI FOR 2 HOURS WITH

ALLOWABLE LEAKAGE BASED ON THE TABLE BELOW.

* IF THE PIPELINE UNDER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE ALLOWABLE LEAKAGE WILL BE THE

SUM OF THE COMPUTED LEAKAGE FOR EACH SIZE.

FY-2024-2025 FY-2024-2025 FY-2024-2025 FY-2024-2025

GENERAL NOTES

3 19

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MAY 2025

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MAY 2025 - BID SET

G-102

LINE IS 1 INCH

AT FULL SIZE = 34x22

(IF NOT SCALE ACCORDINGLY)

No. REVISIONS BY DATE

PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___AS NOTED SEE MARGIN

Monday, February 17, 2025 9:51:12 AM F:\CIVIL\PROJECTS\2021\2021-34 Daytona Bch Utilities Cont Prof Engineering\2021-34.02 LS 7 Replacement\5.0 Drawings\2021-34-02 LS 7 G-102.dwg

DESIGN ENGINEER

FLORIDA REGISTRATION No.

66465

ERIN J. GIBLIN, P.E.

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100

ORLANDO, FL 32803

PH: (407) 896-8608

ENGINEERING REGISTRY NO. 6899

LIFT STATION NO. 7 REPAIRS AND UPGRADES

*ALL WORK AND REQUIREMENTS FROM THE NOTES IN THIS PAGE SHALL BE A REQUIREMENT OF THE CONTRACT AND EXECUTED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE CITY OF DAYTONA BEACH.

9. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES AND STRUCTURES ARE APPROXIMATE. WHILE CONSIDERABLE EFFORT HAS BEEN MADE BY THE OWNER, THE SURVEYOR, THE VARIOUS UTILITY COMPANIES AND THE ENGINEER TO ACCURATELY LOCATE EXISTING LINES AND APPURTENANCES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITY AND STRUCTURE LOCATIONS, ELEVATIONS AND DIMENSIONS BY UTILIZING EXPLORATORY EXCAVATION, WHICH SHALL BE MADE 7 DAYS OR 1000 FEET IN ADVANCE OF THE WORK, WHICHEVER IS GREATER. IF THERE IS A POTENTIAL CONFLICT, THE CONTRACTOR IS TO NOTIFY THE ENGINEER IMMEDIATELY. NO CLAIMS FOR DELAYS WILL BE PAID UNLESS THIS PROCEDURE HAS BEEN FULLY FOLLOWED. 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. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY OWNER OF ANY UNINTENDED INTERRUPTION TO SERVICE OR DAMAGE TO EXISTING STRUCTURES OR UTILITIES.

10. IMMEDIATELY AT ONSET OF CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES CRITICAL TO COMPLETING THE PROJECT (INCLUDING WATER, SEWER, RECLAIMED WATER, POWER, TELEPHONE, GAS, FIBER OPTIC AND CABLE TV) AND SHALL EVALUATE POTENTIAL CONFLICTS IN A WRITTEN REPORT. ANY CONFLICTS SHALL BE REPORTED TO

ENGINEER/OWNER IMMEDIATELY UPON DISCOVERY AND DETAILED IN THE REPORT.

11. CONTRACTOR SHALL COORDINATE WITH ALL OTHER UTILITY OWNERS FOR RESOLUTION OF CONFLICTS. CONTRACTOR SHALL HAVE 48 HOURS TO DETERMINE THE RESOLUTION OF ANY UNKNOWN OR UNFORESEEN CONFLICTS. COSTS INCURRED SHALL BE BORNE BY THE UTILITY OWNER AND/OR CONTRACTOR AND NO CLAIMS MAY BE MADE AGAINST ORANGE COUNTY OR THE ENGINEER FOR THESE CONFLICTS. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR THE PERIOD OF TIME TO RESOLVE ANY CONFLICTS.

12. SUPPORT AND PROTECT ALL EXISTING UTILITIES. CONTRACTOR SHALL CONTACT UTILITY OWNERS FOR LOCATION OF ALL EXISTING FACILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY OWNERS AND FOR PROVIDING TEMPORARY SUPPORT FOR THE UTILITY POLES, ANCHOR GUYS, AND ALL OTHER UTILITIES DURING CONSTRUCTION.

13. WHEN WORKING IN THE VICINITY OF FIBER OPTICS AND/OR GAS MAINS, THE CONTRACTOR SHALL NOTIFY THE UTILITY OWNER SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION. EXTREME CAUTION SHALL BE

EXERCISED IN AREAS OF FIBER OPTICS AND GAS MAINS.

14. EXISTING DRAINAGE PIPING AND/OR STRUCTURES TO BE SUPPORTED OR REMOVED AND REPLACED AS REQUIRED TO ACCOMMODATE GRAVITY SEWER MAIN INSTALLATION. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING WATER LEVELS IN THE STORM WATER SYSTEM IF NECESSARY, FOR CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.

15. THE CONTRACTOR SHALL FIND AND MAINTAIN HIS OWN EQUIPMENT AND MATERIAL STORAGE YARD AT NO COST TO THE CITY.

16. EXISTING CURB, SIDEWALK AND/OR CONCRETE DRIVES SHALL BE REMOVED AND REPLACED AS REQUIRED TO ACCOMMODATE GRAVITY SEWER MAIN INSTALLATION. ALL CONCRETE TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST GOOD JOINT. CURB/GUTTER SHALL BE SAW CUT BETWEEN ASPHALT AND CONCRETE PRIOR TO REMOVAL. ALL SAW CUTTING SHALL BE WET CUT TO CONTROL DUST. ALL CURB, SIDEWALK AND/OR CONCRETE DRIVES DAMAGED OUTSIDE NORMAL TRENCH WIDTH CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

17. PROTECT EXISTING IMPROVEMENTS TO THE MAXIMUM EXTENT POSSIBLE. RESTORE ALL EXISTING IMPROVEMENTS AND DISTURBED AREAS TO ORIGINAL CONDITION. PAVEMENT TO BE RESTORED IN ACCORDANCE WITH THE PAVEMENT RESTORATION DETAILS SHOWN ON THE CONSTRUCTION DETAIL SHEETS. ALL DAMAGED MAILBOXES, IRRIGATION SYSTEMS, SOD, LANDSCAPING, FENCING, SIDEWALK, ROADWAY PAVEMENT AND OTHER IMPROVEMENTS SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. PROJECT INCLUDES BRICK, BLOCK, AND DECORATIVE MAIL BOXES, ORNAMENTAL LANDSCAPING STRUCTURES SUCH AS BLOCK AND BRICK RETAINING WALLS, PLANTER STRUCTURES, BRICK PAVERS, AND OTHER FEATURES THAT SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION IF DAMAGED

DURING CONSTRUCTION.

18. NO VALVE BOXES, METERS, PORTIONS OF MANHOLES, OR OTHER APPURTENANCES OF ANY KIND RELATING TO ANY UNDERGROUND UTILITIES SHALL BE LOCATED IN ANY PORTION OF A CURB-AND-GUTTER SECTION. CONTRACTOR SHALL ADVISE ENGINEER IMMEDIATELY UPON DISCOVERY OF A POTENTIAL CONFLICT.

19. THE DISPOSAL OF ANY EXCESS EARTH WORK MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER SALVAGE AND/OR DISPOSAL OF ALL MATERIALS AND EQUIPMENT IN ACCORDANCE WITH THE SPECIFICATIONS AND AS DIRECTED BY THE CODB.

21. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP IN CONSTRUCTION AND ARE THE MINIMUM REQUIRED. CONTRACTOR SHALL FURNISH ADDITIONAL CONTROLS AS NEEDED AT NO ADDITIONAL COST. MATERIALS FROM WORK ON THIS PROJECT SHALL BE CONTAINED AND NOT ALLOWED TO COLLECT ON ANY OFF PERIMETER AREAS OR IN WATERWAYS. SILK SCREENS, HAY BALES, AND TURBIDITY BARRIERS MUST REMAIN IN PLACE AND IN GOOD CONDITION AT ALL LOCATIONS IN PLANS OR AS REQUIRED UNTIL THE CONTRACT IS COMPLETED AND SOILS ARE STABILIZED AND VEGETATION IS ESTABLISHED. MEASURES SHOWN ON THE PLANS ARE MINIMUM REQUIRED, AND THE CONTRACTOR SHALL ENSURE THAT THERE IS NO DIRECT OR INDIRECT DISCHARGE OF

CONSTRUCTION MATERIALS IN TURBID WATERS TO OFF SITE AREAS OR WATERWAYS.

22. CONTRACTOR'S USE OF THE PREMISES SHALL BE CONFINED TO THE LIMITS OF THE EXISTING RIGHT OF WAY AND/OR EASEMENTS. ALL PUBLIC AND PRIVATE PROPERTY AFFECTED BY THE CONSTRUCTION SHALL BE PROTECTED WHERE POSSIBLE. ALL AREAS DISTURBED AS PART OF THIS WORK SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL COST TO THE OWNER. ALL EXISTING SODDED AREAS DISTURBED DURING THE CONSTRUCTION SHALL BE REPLACED WITH THE SAME TYPE OF SOD IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS. FIELD ENGINEER SHALL APPROVE THE REMOVAL AND REPLACEMENT OF EXISTING IRRIGATION SYSTEMS, AS REQUIRED, AT NO ADDITIONAL COST TO THE COUNTY OR PROPERTY OWNER. PROPER TEMPORARY ADJUSTMENTS SHALL BE DONE AT SUCH TIME TO MAINTAIN IRRIGATION SYSTEMS FROM BEING INTERRUPTED FOR EXTENDED PERIODS DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR OR REPLACE, AT NO ADDITIONAL COST TO THE OWNER, ALL TREES, LANDSCAPING AND SHRUBS. ALL ITEMS THAT ARE REPLACED SHALL BE OF LIKE SIZE AND SPECIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL NEWLY PLANTED

GRASS OR VEGETATION UNTIL WELL ESTABLISHED AND ACCEPTED BY THE CITY.

EXCAVATION AND SHORING

23. ALL EXCAVATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE OSHA TRENCH SAFETY ACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER STORAGE AND/OR DISPOSAL OF ALL EXCESS OR

UNSUITABLE EXCAVATED MATERIAL.

24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY CONTROLS AND/OR STRUCTURES REQUIRED TO MAINTAIN SUITABLE AND SAFE WORKING CONDITIONS AT ALL TIMES. SUCH ITEMS SHALL BE

REMOVED ONCE THAT PORTION OF WORK HAS BEEN COMPLETED.

25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND SHALL REPLACE ANY PORTION WHICH, IN THE OPINION OF THE CODB, HAS BECOME DISPLACED DUE TO EROSION OR DUE

TO CARELESSNESS OR NEGLIGENCE ON THE PART OF THE CONTRACTOR.

26. WHERE REQUIRED, AT NO ADDITIONAL COST TO THE CITY, THE CONTRACTOR SHALL USE TEMPORARY SHEETING OR TRENCH BOXES TO MINIMIZE THE SIZE OF EXCAVATIONS AND PROTECT EXISTING ROADWAYS, UTILITIES AND OTHER FACILITIES OR AS NEEDED TO REMAIN WITHIN THE LIMITS OF CONSTRUCTION.

27. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND IMPLEMENTING THE NPDES STORMWATER PERMIT THROUGH FDEP. THIS PERMIT SHOULD BE APPLIED FOR AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR MUST SEND THE UTILITY DEPARTMENT PROOF THAT THIS PERMIT HAS BEEN APPLIED FOR AND ACCEPTED BY FDEP PRIOR TO ANY WORK ACTIVITIES.

28. THE CONTRACTOR TO REQUEST CITY APPROVAL WITH ALL EROSION CONTROL IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITIES STARTING ON THE SITE.

29. THE CONTRACTOR TO SUBMIT A DEWATERING PLAN FOR THIS PROJECT PRIOR TO ANY CONSTRUCTION ACTIVITIES STARTING ON THE SITE.

PROJECT GENERAL NOTES

1. ALL UTILITIES FACILITIES CONSTRUCTION CONNECTING TO THE CITY OF DAYTONA BEACH PUBLIC UTILITIES SYSTEM SHALL CONFORM TO THE CITY OF DAYTONA BEACH UTILITIES STANDARDS AND

CONSTRUCTION SPECIFICATIONS MANUAL, AND BE ONE OF THE APPROVED PRODUCTS.

2. BENCHMARK LOCATIONS AND ELEVATIONS ARE SHOWN IN THE PLANS AS REPRESENTED BY THE SURVEYOR AT THE TIME OF 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 CODB UTILITIES.

3. ALL NORTHING AND EASTING COORDINATES ARE BASED ON THE STATE PLANE COORDINATE SYSTEM. STATIONING IS FOR REFERENCE ONLY.

4. COORDINATION AND COMMUNICATIONS WITH THE CODB STAFF SHALL BE MADE THROUGH THE CITY'S UTILITY DEPARTMENT.

5. PRIOR TO THE START OF ANY WORK, THE CONTRACTOR SHALL PLAN AND SCHEDULE THE SEQUENCE OF WORK IN ORDER TO PREVENT

UNNECESSARY DELAYS OR COSTS ASSOCIATED WITH CRITICAL PATH ITEMS OF THE WORK.

6. THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS NO LESS THAN FORTY-EIGHT 48 HOURS PRIOR TO THE START OF ANY CONSTRUCTION.

7. THE CONTRACTOR SHALL BRING ANY DESIGN DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE ENGINEER, IN WRITING, PRIOR TO CONSTRUCTION OR AS SOON AS DISCOVERED.

8. THE OWNER SHALL FURNISH THE FDEP WASTEWATER PERMIT(S). THE CONTRACTOR SHALL OBTAIN ALL OTHER PERMITS REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND ABIDE BY ALL PERMIT CONDITIONS, INSPECTION SCHEDULES, AND OTHER RELEVANT REGULATORY AGENCY RULES AND SPECIAL CONDITIONS.

GENERAL NOTES

4 19

2021-34-02

MAY 2025

NDH

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MAY 2025 - BID SET

G-103

LINE IS 1 INCH

AT FULL SIZE = 34x22

(IF NOT SCALE ACCORDINGLY)

No. REVISIONS BY DATE

PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___AS NOTED SEE MARGIN

Monday, February 17, 2025 9:51:12 AM F:\CIVIL\PROJECTS\2021\2021-34 Daytona Bch Utilities Cont Prof Engineering\2021-34.02 LS 7 Replacement\5.0 Drawings\2021-34-02 LS 7 G-102.dwg

DESIGN ENGINEER

FLORIDA REGISTRATION No.

66465

ERIN J. GIBLIN, P.E.

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100

ORLANDO, FL 32803

PH: (407) 896-8608

ENGINEERING REGISTRY NO. 6899

LIFT STATION NO. 7 REPAIRS AND UPGRADES

te

SV

APPARENT EASEMENT

APPARENT EASEMENT

AP

PA

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AS

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EN

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AP

PA

RE

NT

E

AS

EM

EN

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AP

PA

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NT

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AS

EM

EN

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AP

PA

RE

NT

E

AS

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PA

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AS

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R /W

APPARENT R/W

APPARENT R/W

AP

PA

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NT

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AS

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EN

T UNKNOWN BOX CULVERT

UNKNOWN BOX CULVERT

UNKNOWN BOX CULVERT

TV

H Y D

EH

TS

THH

C O

ARV

RCW

RW

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FO

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COM

TRF

PX

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FOH

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5 19

2021-34-02

MAY 2025

NDH

JAB

EJG

MAY 2025 - BID SET

LIFT STATION 7

EXISTING SITE PLAN

C-100

SCALE: 1" = 10'

LINE IS 1 INCH

AT FULL SIZE = 34x22

(IF NOT SCALE ACCORDINGLY)

No. REVISIONS BY DATE

PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___AS NOTED SEE MARGIN

Monday, February 17, 2025 9:51:12 AM F:\CIVIL\PROJECTS\2021\2021-34 Daytona Bch Utilities Cont Prof Engineering\2021-34.02 LS 7 Replacement\5.0 Drawings\2021-34-02 LS 7 C-100.dwg

DESIGN ENGINEER

FLORIDA REGISTRATION No.

66465

ERIN J. GIBLIN, P.E.

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100

ORLANDO, FL 32803

PH: (407) 896-8608

ENGINEERING REGISTRY NO. 6899

LIFT STATION NO. 7 REPAIRS AND UPGRADES

SV

10" SAN SEWER

TO REMAIN

REMOVE BFP AND

WATER METER

REMOVE CONCRETE

AND REPLACE WITH SOD

REMOVE 6"

FM BEGIN

REMOVE 6" FM

END

REMOVE TOP AND CONTENTS

FROM WET PIT. CUT PIT TO

ELEVATION 3.25'. FILL

REMAINING WITH SAND AND/OR

EXCAVATABLE FLOWABLE FILL.

6" FM

TO REMAIN

REMOVE 10" SAN SEWER

REMOVE ELEC

RACK AND PANELS

TO BE REMOVED

BY OTHERS

REMOVE 1"

WATER SEVICE

REMOVE PUMPS, VALVES, FITTINGS,

ACCESSORIES AND DISCHARGE PIPING

FROM DRY PIT. CUT AND REMOVE TOP

OF PIT TO ELEVATION 3.25'. FILL

REMAINING WITH SAND AND/OR

EXCAVATABLE FLOWABLE FILL.

REMOVE AS REQ FOR

INSTALLATION OF

PROPOSED UTILITIES

(CUT AND CAP)

REMOVE AS REQ FOR

INSTALLATION OF

PROPOSED UTILITIES

(CUT AND CAP) WATER SERVICE

TO REMAIN

6" FM

TO REMAIN

CONTRACTOR SHALL USE LOOMIS

AVENUE (RESIDENTIAL STREET) TO

ACCESS CONSTRUCTION SITE.

6 19

2021-34-02

MAY 2025

NDH

JAB

EJG

MAY 2025 - BID SET

LIFT STATION 7

DEMOLITION PLAN

C-101

SCALE: 1" = 10'

LINE IS 1 INCH

AT FULL SIZE = 34x22

(IF NOT SCALE ACCORDINGLY)

No. REVISIONS BY DATE

PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___AS NOTED SEE MARGIN

Monday, February 17, 2025 9:51:12 AM F:\CIVIL\PROJECTS\2021\2021-34 Daytona Bch Utilities Cont Prof Engineering\2021-34.02 LS 7 Replacement\5.0 Drawings\2021-34-02 LS 7 C-101.dwg

DESIGN ENGINEER

FLORIDA REGISTRATION No.

66465

ERIN J. GIBLIN, P.E.

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100

ORLANDO, FL 32803

PH: (407) 896-8608

ENGINEERING REGISTRY NO. 6899

LIFT STATION NO. 7 REPAIRS AND UPGRADES

NOTES:

1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION

ACTIVITIES. IF ANY EXISTING UTILITIES ARE FOUND ON SITE THAT DO NOT MATCH WHAT IS

SHOWN ON THE PLANS THE ENGINEER OF RECORD AND THE CITY OF DAYTONA BEACH

SHALL BE CONTACTED IMMEDIATELY AND NO CONSTRUCTION MAY COMMENCE UNTIL

CONFLICT(S) HAVE BEEN IDENTIFIED, ACCEPTED BY ALL PARTIES INVOLVED AND

RESOLVED.

2. CONTRACTOR TO PROVIDE A DEWATERING PLAN TO THE CITY OF DAYTONA BEACH

UTILITIES DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ANY DEWATERING

ACTIVITIES ON SITE.

22' WIDE DBL

SWING GATE

ELEV. 8.41

ELEV. 8.10

ELEV. 8.34

ELEV. 9.50

MATCH EXIST GRADE

INSTALL 117 LF OF 10" C-900

PVC SAN SEWER @ 0.28%

CONST 3500 PSI 6" THICK CONC SLAB

w/ #4 REBAR @ 12"

CONST CONC DRIVEWAY

14' MIN WIDTH

INSTALL LS WATER SERVICE

(SEE LS WATER SERVICE DETAIL)

EXIST 6" PVC FM

TO REMAIN

INSTALL 1" POLY WATER SERVICE

INSTALL 67' x 35'

CHAIN LINK FENCE

INSTALL NO. 57 STONE (6" THICK)

OVER FILTER FABRIC SHALL

EXTEND 1' OUTSIDE FENCELINE

ELEV. 8.27

ELEV. 7.93

EXIST 6" PVC FM

TO REMAIN

INV. -8.87

GRAVITY WALL SECTION

NTS

2'-0"

MIN

8"

C.I.P. GRAVITY WALL

(PER FDOT INDEX 400-011

SCHEME 2)FLOW LINE SWALE

ELEV. 8.05

ELEV. 8.14

10.00

MATCH EXIST GRADE

BACK OF WALL MATCH

EXIST GRADE

MATCH EXIST GRADE

MATCH EXIST GRADE

CONNECT TO EXIST 6" PVC FM

INSTALL:

2-6" PLUG VALVE

1-6" WYE

1-6" 45° BEND ELEV. 4.13

ELEV. 9.50

MATCH EXIST GRADE

MATCH EXIST GRADE

ELEV. 8.00 ELEV. 9.00

TOP OF WALL

ELEV. 10.00

TOP OF WALL

ELEV. 10.00INSTALL ELEC PANEL RACK

PAD ELEV 10.00

(SEE ELEC DWGS)

INSTALL GENERATOR

PAD ELEV 10.00

(SEE ELEC DWGS)

INSTALL GRAVITY WALL PER INDEX

400-011, SCHEME 2.

(SEE GRAVITY WALL SECTION THIS SHEET)

MATCH EXIST GRADE

5'-0"

MAX

10.00

ELEV. 3.87

ELEV. 4.27

ELEV. 4.26

ELEV. 4.00

ELEV. 6.94

ELEV. 6.19

ELEV. 10.00

SLOPE TO MATCH EXIST GRADE(TYP)

6" PVC FM

(BELOW GRADE)

16' WIDE DBL

SWING GATE

16' WIDE DBL

SWING GATE

ELEV. 9.50

ELEV. 9.36

CONNECT TO EXIST 6" PVC FM

INSTALL:

1-6" WYE

1-6" PLUG VALVE

6" PVC FM

(BELOW GRADE)

INV. 4.00INSTALL 6" DISCHARGE PIPING.

REFER TO PS-100

(ABOVE GRADE)

INSTALL LINED 8'

DIA WET WELL

(APPROX. 26' DEEP)

LINE IS 1 INCH

AT FULL SIZE = 34x22

(IF NOT SCALE ACCORDINGLY)

No. REVISIONS BY DATE

PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___AS NOTED SEE MARGIN

Monday, February 17, 2025 9:51:12 AM F:\CIVIL\PROJECTS\2021\2021-34 Daytona Bch Utilities Cont Prof Engineering\2021-34.02 LS 7 Replacement\5.0 Drawings\2021-34-02 LS 7 C-102.dwg

DESIGN ENGINEER

FLORIDA REGISTRATION No.

66465

ERIN J. GIBLIN, P.E.

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100

ORLANDO, FL 32803

PH: (407) 896-8608

ENGINEERING REGISTRY NO. 6899

LIFT STATION NO. 7 REPAIRS AND UPGRADES

THE CITY OF DAYTONA BEACH

UTILITIES DEPARTMENT

7 19

2021-34-02

MAY 2025

NDH

JAB

EJG

MAY 2025 - BID SET

LIFT STATION 7

PROPOSED SITE PLAN

C-102

SCALE: 1" = 5'

M

AT

C H

L

IN

E

ST

A

+4

1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTIONACTIVITIES. IF ANY EXISTING UTILITIES ARE FOUND ON SITE THAT DO NOT MATCH WHAT ISSHOWN ON THE PLANS THE ENGINEER OF RECORD AND THE CITY OF DAYTONA BEACHSHALL BE CONTACTED IMMEDIATELY AND NO CONSTRUCTION MAY COMMENCE UNTIL

CONFLICT(S) HAVE BEEN IDENTIFIED, ACCEPTED BY ALL PARTIES INVOLVED AND

RESOLVED.

2. CONTRACTOR TO PROVIDE A DEWATERING PLAN TO THE CITY OF DAYTONA BEACH

UTILITIES DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ANY DEWATERING

ACTIVITIES ON SITE.

CONNECT PROP SEWER

TO EXISTING MH W INVERT -8.54

REBENCH MH.

INSTALL 1" POLY WATER SERVICE

INSTALL 117 LF OF 10" C-900

PVC SAN SEWER @ 0.28%

CONNECT TO EXIST WATER SERVICE

EXIST 6" PVC FM

TO REMAIN

EXIST 6" PVC FM

TO REMAIN

CUT, CAP AND PLUG S INVERT.

EXIST 10" UNK SAN SEWER

TO REMAIN

REMOVE AND REPLACE EXIST MH FRAME AND COVER.

INSTALL FIBERGLASS INSERT LINE AND COAT THE BENCH

WITH RAVEN 405. CERTIFIED RAVEN 405 INSTALLER

SHALL INSTALL THE RAVEN 405 LINER PER RAVEN'S

MANUFACTURER'S SPECIFICATIONS AND THE CITY OF

DAYTONA BEACH UTILITY STANDARDS.

LINE IS 1 INCH

AT FULL SIZE = 34x22

(IF NOT SCALE ACCORDINGLY)

No. REVISIONS BY DATE

PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___AS NOTED SEE MARGIN

Monday, February 17, 2025 9:51:12 AM F:\CIVIL\PROJECTS\2021\2021-34 Daytona Bch Utilities Cont Prof Engineering\2021-34.02 LS 7 Replacement\5.0 Drawings\2021-34-02 LS 7 C-103.dwg

DESIGN ENGINEER

FLORIDA REGISTRATION No.

66465

ERIN J. GIBLIN, P.E.

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100

ORLANDO, FL 32803

PH: (407) 896-8608

ENGINEERING REGISTRY NO. 6899

LIFT STATION NO. 7 REPAIRS AND UPGRADES

THE CITY OF DAYTONA BEACH

UTILITIES DEPARTMENT

8 19

2021-34-02

MAY 2025

NDH

JAB

EJG

MAY 2025 - BID SET

LIFT STATION 7 PROPOSED

OFFSITE PLAN

C-103

SCALE: 1" = 5'

M

AT

C

H L

IN

E

ST

A

+4

1. CONTRACTOR MUST ACCOUNT FOR CONSTRUCTING A TEMPORARY ACCESS DRIVEWAY

FROM LOOMIS AVENUE TO ACCOMMODATE HEAVY EQUIPMENT AND VEHICLES TO AND

FROM CONSTRUCTION SITE.

2. INSTALL SOIL TRACKING PREVENTION DEVICES WHERE CONSTRUCTION VEHICLES WILL BE

ENTERING AND LEAVING THE CONSTRUCTION SITE.

LOOMIS AVENUE

LO

C

KH

AR

T

ST

R

EE

T

UTILIZE EXISTING MANHOLE

FOR BYPASS PURPOSES

TEMPORARY ACCESS DRIVEWAY

(APPROXIMATE LIMITS)

KOTTLE CIRCLE

6" UNK WM

BY-PASS NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING ADEQUATE BY-PASS PUMPING TO MAINTAIN

WASTEWATER SERVICE TO ALL CUSTOMERS.

2. CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS AND PROVISIONS AS SPECIFIED IN SECTION 33 31

00 OF THE CONTRACT DOCUMENTS.

3. FLOW CONTROL SHALL INCLUDE ACCOMMODATION OF FLOW FROM ANY SIDE SEWER AFFECTED BY

THE WORK.

4. OPERATION OF CITY OF DAYTONA BEACH UTILITIES DEPARTMENT PUMP STATIONS THE CONTRACTOR SHALL COORDINATE ALL PUMP STATION OPERATIONS AND SHUT DOWN CONTROL WITH THE CITY OF

DAYTONA BEACH UTILITIES INSPECTOR.

5. THE CONTRACTOR SHALL PROVIDE TEMPORARY BY-PASS PUMPING AS NEEDED FOR THE PUMP

STATION AND MANHOLE TO BE REHABILITATED AND/OR REPLACED PRIOR TO THE START OF ANY WORK. BOTH THE PRIMARY AND THE BACKUP BY-PASS PUMPING SYSTEMS SHALL BE OF ADEQUATE CAPACITIES AND SIZES TO HANDLE THE FLOW AND SHALL MAINTAIN A CONTINUOUS SERVICE DURING

THE ENTIRE CONSTRUCTION PROCESS UNTIL THE NEW OR REHABILITATED PUMP STATION OR

MANHOLE HAS BEEN ACCEPTED BY THE CITY. THE BY-PASS PUMPING SYSTEMS SHALL BE APPROVED

AND ACCEPTED BY THE CITY PRIOR TO INSTALLATION.

6. THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL BY THE CITY A COMPREHENSIVE WRITTEN PROCEDURE THAT DESCRIBES THE INTENDED CONSTRUCTION SEQUENCE FOR MAINTAINING

AND TRANSFERRING SERVICE FROM THE EXISTING PUMP STATION TO THE NEW PUMP STATION.

RECOMMENDED SEQUENCE OF WORK:

6.1. CONSTRUCT AND INSTALL NEW WET WELL AND PROPOSED 10" C-900 PVC SAN SEWER

6.2. INSTALL ABOVE GRADE TEMPORARY BYPASS HDPE PIPING ALONG THE SCHOOL FENCE LINE

(STA 12+00 TO STA 14+65)

6.3. INSTALL HDPE SUCTION PIPING AND ABOVE GRADE BYPASS PUMPS NEAR EXISTING MANHOLE

(STA 14+65)

6.4. CONNECT ABOVE GRADE PIPING AND PUMPS

6.5. PLUG THE SW 10-INCH INVERT OF EXISTING MANHOLE (STA 14+65)

6.6. TIE-IN TO EXISTING 6" FM (STA 12+00)

6.7. CONNECT EXISTING MASTER MANHOLE (STA 12+00) TO PROPOSED 10" C-900 PVC SAN SEWER

6.8. PLACE NEW WET WELL IN SERVICE

6.9. DISMANTLE EQUIPMENT AND REMOVE OLD WET WELL AS REQ'D

10" UNK SAN SEWER

10" UNK SAN SEWER

10" UNK SAN SEWER

LINE IS 1 INCH

AT FULL SIZE = 34x22

(IF NOT SCALE ACCORDINGLY)

No. REVISIONS BY DATE

PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___AS NOTED SEE MARGIN

Monday, February 17, 2025 9:51:12 AM F:\CIVIL\PROJECTS\2021\2021-34 Daytona Bch Utilities Cont Prof Engineering\2021-34.02 LS 7 Replacement\5.0 Drawings\2021-34-02 LS 7 C-104.dwg

DESIGN ENGINEER

FLORIDA REGISTRATION No.

66465

ERIN J. GIBLIN, P.E.

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100

ORLANDO, FL 32803

PH: (407) 896-8608

ENGINEERING REGISTRY NO. 6899

LIFT STATION NO. 7 REPAIRS AND UPGRADES

THE CITY OF DAYTONA BEACH

UTILITIES DEPARTMENT

9 19

2021-34-02

MAY 2025

NDH

JAB

EJG

MAY 2025 - BID SET

TEMPORARY ACCESS DRIVEWAY AND

BYPASS PLAN

C-104

SCALE: 1" = 20'

LIFT STATION DATA

DIMENSIONS DESIGN AS-BUILT

DIM. A

DIM. B

DIM. C

DIM. D

DIM. E

DIM. F

DIM. G

DIM. H

DIM. J

DIM. K

DIM. L

DIM. M

ELEVATION DESIGN AS-BUILT

#1 ELEV.

#2 ELEV.

#3 ELEV.

#4 ELEV.

#5 ELEV.

#6 ELEV.

#7 ELEV.

#8 ELEV.

ALL ITEMS MUST BE FILLED IN.

DIM. N

#9 ELEV.

#10 ELEV.

#11 ELEV.

#12 ELEV.

DESCRIPTION

HIGH WATER ALARM ON

LAG PUMP ON

LEAD PUMP ON

PUMPS OFF AT 1' OFF BOTTOM OF WET WELL

INFLUENT PIPE INVERT

DRIVEWAY

TOP OF SLAB (WET WELL)

TOP OF SLAB (VALVE VAULT)

TOP OF FLOOR SLAB

BOTTOM OF FLOOR SLAB

BOTTOM OF WET WELL

BOTTOM OF TREMIE PLUG

FLYGT PUMP DATA

MANUFACTURER: MODEL:

IMPELLER NO.: NOMINAL SIZE:

SPEED: DISCHARGE SIZE:

VOLTAGE: PHASE: 3

HORSEPOWER: MIN. SOLID SIZE:

IN.

IN.

IN.

RPM

Hz.

hp.

v.

OPERATING CONDITIONS SHALL BE _____ GPM, _____ FT. TDH,

MIN. SHUT OFF HEAD _____ FT.

WET WELL NOTES

DIM. O

DIM. P

DIM. Q

DIM P = DISCHARGE PIPE DIA IN WET WELL FROM PUMP

DIM O = INFLUENT PIPE DIA GOING INTO WET WELL

DIM Q = DISCHARGE PIPE DIA OUT OF VALVE VAULT

ONE OF THE PUMPS ARE REQUIRED TO HAVE THE FLYGT MIX - FLUSH

SYSTEM MODEL 4901 FLUSH VALVE INSTALLED.

STANDARD PRE-CAST SECTION

NTS

N/A

8"

N/A 1'-5" 2'-9" 4'-3" 2'-7" N/A N/A 6" N/A 8'-0"

10" 6" N/A

FLYGT NP 3127

174 6

1750 6

7.5 3 515 28

-8.87' -9.54' -10.54' -13.87' -8.87' 9.50' 10.00' N/A -14.87' -15.03' -16.03'

N/A

N/A

NTS

PUMP BASE ANCHOR PLATE

PUMP BASE

2" MIN.

4" MIN.

2" MIN.

4" MIN.

PUMP SIDE

4' -0

" M

IN

NTS

LS WATER SERVICE

1" CURB STOP

1" GALV. PIPE

IN A VALVE BOX

2" GALV. PLUG

2" GALV. TEE 2"x1" REDUCER

1" GAL. ELBOW

3/4" SPIGOT

2" X 1" REDUCER

1"X 3/4" REDUCER

PLAN

NTS

#0 ELEV. HIGH HIGH WATER ALARM ON -8.04'

BURIED 3" x 3"

CONC POST

(2' MIN DEPTH)

PVC

TOP OF FLOOR SLAB#9 ELEV.

#1 ELEV.

#11 ELEV.

#10 ELEV.

#2 ELEV. LAG PUMP ON

HIGH WATER ALARM "ON" AT INFLUENT INVERT

#4 ELEV. PUMPS OFF AT TOP OF PUMP

#3 ELEV. LEAD PUMP ON

8" MIN.

18'' (TYP.)

12''

#5 AT 6'' EACH WAY TOP & BOTTOM

DIM O

MINIMUM 2' No. 57 STONE

4" DIAMETER SLAB PENETRATION WITH 6" S.S.

RECESSED DRAIN PLATE OR ODOR SCRUBBER (AS

REQUIRED). TOP SLAB SHALL BE 1 FOOT ABOVE

THE 100 YEAR FLOOD ELEVATION INSTALL

GOOSENECK VENT PIPE.

* SUPPORT PER

MANUFACTURER

RECOMMENDATION

EW-1 AQUAPOXY EXTERIOR 10 MIL. DRY

DFT 2-COATS AT 5 MIL. EACH (RED, BLACK)

DIM M#0 ELEV. HIGH-HIGH

N

SUBMERSIBLE,

REMOVABLE PUMP

(TYP)

& CABLE RACK

316 SS FLOAT

BOTH SIDE OF

OPENING

G F

D D

E E

NTS

ADJUSTABLE VALVE SUPPORT DETAIL NTS

ARV CONNECTION SECTION

TO ASTM C-478 & WET WELL SPECIFICATIONS

PRECAST CONCRETE MANHOLE CONFORMING

ACCESS HATCH COVER W/GASKET

HEAVY DUTY H-20 RATED ALUM.

36" x 60" MIN. (SEE NOTE 6)

CONDUITS TO PANEL

3 - 2" ELECTRICAL

FOR PUMP LEADS,

BACKUP FLOATS, &

BUBBLER TUBE.

2" PVC CONDUIT

FOR FLOWS FOR

BYPASS PUMP ONLY.

STAINLESS STEEL

DO25 ARV BODY

DBL LINK SEAL

8" MIN.

PVC

GUIDE RAILS

18" X 22" (MIN.)

1" THICK STEEL PLATE

3/4" DIA. S.S. BOLTS TO BE

WELDED TO BOTTOM SIDE OF

STEEL PLATE. FOR

DIMENSIONS SEE

MANUFACTURER'S

SPECIFICATIONS

8" X 3/4" S.S. ANCHOR BOLTS

EPOXIED IN OR J BOLTS CAST

IN PLACE

ACCESS HATCH COVER W/ GASKET

36" x 60" MIN. (SEE NOTE #6)

6" of No. 57 STONE

OVER FILTER FABRIC

#6 ELEVATION

DRIVEWAY

WET WELL INTERIOR AGRU

SURE GRIP LINING SYSTEM

RAM NEK AS SPECIFIED (TYP.) PREFORMED

JOINT GASKET AND THE INSIDE WALL OF

AGRU LINER WILL BE WELDED

NON-SHRINK GROUT OPENING

AROUND INFLUENT PIPE (TYP.)

ANCHOR PER SPECS AND MANUFACTURER'S

RECOMMENDATIONS -8"x 3/4" 316 S.S. J-BOLTS CAST IN

PLACE, SEE PUMP BASE ANCHOR PLATE DETAIL

SUBMERSIBLE PUMP

(SEE SPECIFICATIONS)

#5 ELEV.

INFLUENT

INV. EL. -8.87

CONCRETE DRIVEWAY SLOPE

GRADE AWAY FROM STRUCTURE

#5 DOWELS AT 12'' BOTTOM SLAB ELEVATION

3/8" S.S. 316 CHAINS w/

S.S. CLEVIS

POWER

CABLE

2" ELECTRICAL

CONDUIT (TYP.)

DIM P 316 S.S. DISCHARGE PIPING (SCH 40)

#7 ELEVATION TOP OF WET WELL

12" LONG (MIN) FLANGE

SPOOL PIECE (DIP)

FLANGED CHECK VALVE (LEVER & WEIGHT)

6" MAX.

#5 @ 12" EACH WAY

TOP & BOTTOM

SST

PVC

8" MIN. 30"

MIN.

90° BEND

6" C-900 PVC FM

PLUMB ARV DRAIN AND SLOPE

BACK TO WET WELL (SEE NOTE 21)

(K)

MJ CONNECTION

SEAT END ON CHECK VALVE SIDE

FLANGED PLUG VALVE

AIR RELEASE VALVE

(SEE DETAIL ABOVE)

CROSS (FLANGED)

FLANGED CONNECTION

DIP FLANGED PIPE

6" THICK CONCRETE (DRIVEWAY - SEE CIVIL FOR ELEVATIONS)

"M

AX

"M

IN

" M

IN

C O

VE

R

SEE VALVE SUPPORT DETAIL

(THIS SHEET)

316 S.S. FLOAT &

CABLE RACK

BOTH SIDE OF

OPENING

VEGA RADAR UNIT

1. COVER FOR REINFORCING BARS SHALL BE 2".

2. ALL BENDS, UNLESS OTHERWISE SHOWN, SHALL BE A 90 DEGREE STANDARD HOOK AS DEFINED IN THE LATEST EDITION OF ACI 318.

3. NON-SHRINK GROUT FOR ALL OPENINGS.

4. ALL INTERNAL STAINLESS STEEL SCH. 40 IS FLANGED (RAMNEK OR APPROVED EQUAL).

5. WET WELL AGRU SURE GRIP LINER TO COVER ALL VERTICAL SURFACES, BOTTOM OF TOP SLAB AGRU OPTION 1 ONLY (ALL JOINT SHALL

BE SEALED BY MEANS OF THERMAL WELDING PERFORMED BY AGRU CERTIFIED WELDERS).

6. HATCH COVERS MUST ALLOW FOR UNRESTRICTED VERTICAL REMOVAL OF THE PUMPS AND HAVE FLUSH ALUMINUM DROP HANDLE AND

AN AUTOMATIC HOLD OPEN ARM WITH RELEASE HANDLE. (SEE DWG SHEET D-103).

7. FURNISH AND INSTALL 2 TOTALLY SUBMERSIBLE PUMPS PER PUMP DATA TABLE, FLYGT ONLY.

8. ALL VALVES ARE TO BE DEZURIK AND ALL CHECK VALVES ARE TO BE KENNEDY OR EQUAL.

9. WET WELL AND VALVE VAULT CONCRETE SHALL BE TYPE II REINFORCED CONCRETE (4,000 PSI).

10. PROVIDE SS INSECT SCREEN WITH 1/4" OPENINGS ON VENT PIPE.

11. PROVIDE HIGH LEVEL FLOAT.

12. VEGA RADAR PULS C-21 WILL BE INSTALLED IN ALL LIFT STATION. REPLACING THE TRANSDUCER IN THE WET WELL.

13. ENGINEER SHALL DESIGN SITE…