MALA COMPRA TO MARINELAND

A1A SEWER FORCE MAIN

CITY OF PALM COAST, FLORIDA

CITY PROJECT NUMBER: ITB-UT-26-06

Sheet No.

J:\P61291.1\Civil\DWG\_Current_Plan_Set\P61291.1 01 C1.0 CVR.dwg, 2/5/2026 10:41:33 AM, Jeremy Shoemaker, _cph - Civil And Landscape.stb

JOB# P61291.1

COVER SHEET

DATE: Feb. 2026

JASON R. KELLOGG, P.E.

FL. P.E. NO. 56952

C 2026

520 Palm Coast Pkwy. SW, Suite 200 Palm Coast, FL 32137

Ph: 386.445.6569

CPH CONSULTING, LLC

A Full Service A & E

Firm

Plans Prepared By:

www.cphcorp.com Building Stronger

Communities Together

AREA MAP

1" = 700'

City Officials

MAYOR

CITY MANAGER

Michael McGlothlin

DIRECTOR OF UTILITY

Brian Roche

Mike Norris

COUNCIL MEMBERS

District 1: Ty Miller District 2: Theresa Carli Pontieri

District 3: David Sullivan District 4: Charles A. Gambaro Jr.

JASON R. KELLOGG, State of Florida, Professional Engineer, License No. 56952

This item has been digitally signed and sealed by JASON R. KELLOGG on the date indicated here. Signature must be verified on any electronic copies. C1.0

A1A

O C

EA

N

S H

O R

E

BL

VD

A1A

A1A

M

AL

A C

O M

PR

A

R D

N

A1A Forcemain

A1A

SHEET INDEX

SHEET DESCRIPTION

C1.0 COVER SHEET

C2.0 SUMMARY OF QUANTITIES

C3.0~C3.2 KEY SHEET A1A

C4.0 GENERAL NOTES

C4.1 TRAFFIC CONTROL PROJECT NOTES

C5.0 PLAN AND PROFILE STA. 1306+00 TO 1312+00

C5.1 PLAN AND PROFILE STA. 1312+00 TO 1318+00

C5.2 PLAN AND PROFILE STA. 1318+00 TO 1324+00

C5.3 PLAN AND PROFILE STA. 1324+00 TO 1330+00

C5.4 PLAN AND PROFILE STA. 1330+00 TO 1336+00

C5.5 PLAN AND PROFILE STA. 1336+00 TO 1342+00

C5.6 PLAN AND PROFILE STA. 1342+00 TO 1348+00

C5.7 PLAN AND PROFILE STA. 1348+00 TO 1354+00

C5.8 PLAN AND PROFILE STA. 1354+00 TO 1360+00

C5.9 PLAN AND PROFILE STA. 1360+00 TO 1366+00

C5.10 PLAN AND PROFILE STA. 1366+00 TO 1367+83 & STA. 1368+00

TO STA 1372+00

C5.11 PLAN AND PROFILE STA. 1372+00 TO 1378+00

C5.12 PLAN AND PROFILE STA. 1378+00 TO 1384+00

C5.13 PLAN AND PROFILE STA. 1384+00 TO 1390+00

C5.14 PLAN AND PROFILE STA. 1390+00 TO 1396+00

C5.15 PLAN AND PROFILE STA. 1396+00 TO 1402+00

C5.16 PLAN AND PROFILE STA. 1402+00 TO 1408+00

C5.17 PLAN AND PROFILE STA. 1408+00 TO 1414+00

C5.18 PLAN AND PROFILE STA. 1414+00 TO 1417+50 & STA. 10+00

TO 11+00

C5.19 PLAN AND PROFILE STA. 1417+50 TO 1423+00

C5.20 PLAN AND PROFILE A1A STA. 1423+00 TO 1429+00

C5.21 PLAN AND PROFILE A1A STA. 1429+00 TO 1435+00

C5.22 PLAN AND PROFILE A1A STA. 1435+00 TO 1441+00

C5.23 PLAN AND PROFILE A1A STA. 1441+00 TO 1447+00

C5.24 PLAN AND PROFILE A1A STA. 1447+00 TO 1452+00

C5.25 PLAN AND PROFILE A1A STA. 1452+00 TO 1458+00

C5.26 PLAN AND PROFILE A1A STA. 1458+00 TO 1464+00

C5.27 PLAN AND PROFILE A1A STA. 1464+00 TO 1470+00

C5.28 PLAN AND PROFILE A1A STA. 1470+00 TO 1476+00

C5.29 PLAN AND PROFILE A1A STA. 1476+00 TO 1482+00

C5.30 PLAN AND PROFILE A1A STA. 1482+00 TO 1485+00

D1.0 DETAILS

D1.1 DETAILS

D1.2 DETAILS

D2.0 TRAFFIC CONTROL DETAILS

D2.1 TRAFFIC CONTROL DETAILS

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com C 2026

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

Building Stronger Communities Together A1A SEWER FORCE MAIN

MALA COMPRA TO MARINELAND

City of Palm Coast

J. Shoemaker J. Shoemaker J. Pickett 11/24/25 P61291.1

Jason R. Kellogg

P.E. NO. 56952

520 Palm Coast Pkwy. SW, Suite 200 Palm Coast, FL 32137

Ph: 386.445.6569

JASON R. KELLOGG, State of Florida, Professional Engineer, License No. 56952

This item has been digitally signed and sealed by JASON R. KELLOGG on the date indicated here. Signature must be verified on any electronic copies.

CPH CONSULTING, LLC

A Full Service A & E Firm

Plans Prepared By:

SUMMARY OF QUANTITIES C2.0

AutoCAD SHX Text J:\P61291.1\Civil\DWG\_Current_Plan_Set\P61291.1 02 C2.0 QUANT 2.dwg, 2/5/2026 10:43:43 AM, Jeremy Shoemaker, , 2/5/2026 10:43:43 AM, Jeremy Shoemaker, 2/5/2026 10:43:43 AM, Jeremy Shoemaker, , Jeremy Shoemaker, Jeremy Shoemaker, , Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com C 2026

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

Building Stronger Communities Together A1A SEWER FORCE MAIN

MALA COMPRA TO MARINELAND

City of Palm Coast

J. Shoemaker J. Shoemaker J. Pickett 11/24/25 P61291.1

Jason R. Kellogg

P.E. NO. 56952

520 Palm Coast Pkwy. SW, Suite 200 Palm Coast, FL 32137

Ph: 386.445.6569

JASON R. KELLOGG, State of Florida, Professional Engineer, License No. 56952

This item has been digitally signed and sealed by JASON R. KELLOGG on the date indicated here. Signature must be verified on any electronic copies.

CPH CONSULTING, LLC

A Full Service A & E Firm

Plans Prepared By:

KEY SHEET A1A

*rDShiF SFDle in )eet

120 120 240

SHEET C5.0

STA. 1306+00 - STA. 1312+00

A1A

125T+ 2C($1S+25(

B28/(9$5' �$�$�

125T+ 2C($1S+25(

B28/(9$5' �$�$�

SHEET C5.1

STA. 1312+00 - STA. 1318+00

A1A SHEET C5.2

STA. 1318+00 - STA. 1324+00

A1A

SHEET C5.3

STA. 1324+00 - STA. 1330+00

A1A

SHEET C5.4

STA. 1330+00 - STA. 1336+00

A1A

SHEET C5.5

STA. 1336+00 - STA. 1342+00

A1A

SHEET C5.6

STA. 1342+00 - STA. 1348+00

A1A

SHEET C5.7

STA. 1348+00 - STA. 1354+00

A1A

SHEET C5.8

STA. 1354+00 - STA. 1360+00

A1A

SHEET C5.9

STA. 1360+00 - STA. 1366+00

A1A

SHEET C5.10

STA. 1366+00 - STA. 1372+00

A1A

SHEET C5.11

STA. 1372+00 - STA. 1378+00

A1A

C3.0

SHEET C5.18

STA. 10+00 - STA. 11+00

A1A JACK & BORE

START FM

STA. 1308+12.83

A1A

J:\P61291.1\Civil\DWG\_Current_Plan_Set\P61291.1 03 C3.0-C3.2 KEYSHEET.dwg, 2/5/2026 10:50:56 AM, Jeremy Shoemaker, , 2/5/2026 10:50:56 AM, Jeremy Shoemaker, 2/5/2026 10:50:56 AM, Jeremy Shoemaker, , Jeremy Shoemaker, Jeremy Shoemaker, , Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com C 2026

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

Building Stronger Communities Together A1A SEWER FORCE MAIN

MALA COMPRA TO MARINELAND

City of Palm Coast

J. Shoemaker J. Shoemaker J. Pickett 11/24/25 P61291.1

Jason R. Kellogg

P.E. NO. 56952

520 Palm Coast Pkwy. SW, Suite 200 Palm Coast, FL 32137

Ph: 386.445.6569

JASON R. KELLOGG, State of Florida, Professional Engineer, License No. 56952

This item has been digitally signed and sealed by JASON R. KELLOGG on the date indicated here. Signature must be verified on any electronic copies.

CPH CONSULTING, LLC

A Full Service A & E Firm

Plans Prepared By:

KEY SHEET A1A

*rDShiF SFDle in )eet

120 120 240

SHEET C5.12

STA. 1378+00 - STA. 1384+00

SHEET C5.13

STA. 1384+00 - STA. 1390+00

A1A

SHEET C5.14

STA. 1390+00 - STA. 1396+00

A1A

SHEET C5.15

STA. 1396+00 - STA. 1402+00

A1A

SHEET C5.16

STA. 1402+00 - STA. 1408+00

A1A

SHEET C5.17

STA. 1408+00 - STA. 1414+00

A1A

SHEET C5.18

STA. 1414+00 - STA. 1417+50

A1A

125T+

2C($1S+25(

B28/(9$5' �$�$�

125T+ 2C($1S+25(

B28/(9$5' �$�$�

SHEET C5.19

STA. 1417+50 - STA. 1423+00

A1A

SHEET C5.20

STA. 1423+00 - STA. 1429+00

A1A

SHEET C5.21

STA. 1429+00 - STA. 1432+00

A1A

SHEET C5.22

STA. 1435+00 - STA. 1441+00

A1A

C3.1

SHEET C5.23

STA. 1441+00 - STA. 1447+00

A1A

SHEET C5.24

STA. 1447+00 - STA. 1452+00

A1A

SHEET C5.25

STA. 1452+00 - STA. 1458+00

A1A

SHEET C5.21

STA. 1432+00 - STA. 1435+00

A1A

A1A

J:\P61291.1\Civil\DWG\_Current_Plan_Set\P61291.1 03 C3.0-C3.2 KEYSHEET.dwg, 2/5/2026 10:51:05 AM, Jeremy Shoemaker, , 2/5/2026 10:51:05 AM, Jeremy Shoemaker, 2/5/2026 10:51:05 AM, Jeremy Shoemaker, , Jeremy Shoemaker, Jeremy Shoemaker, , Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com C 2026

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

Building Stronger Communities Together A1A SEWER FORCE MAIN

MALA COMPRA TO MARINELAND

City of Palm Coast

J. Shoemaker J. Shoemaker J. Pickett 11/24/25 P61291.1

Jason R. Kellogg

P.E. NO. 56952

520 Palm Coast Pkwy. SW, Suite 200 Palm Coast, FL 32137

Ph: 386.445.6569

JASON R. KELLOGG, State of Florida, Professional Engineer, License No. 56952

This item has been digitally signed and sealed by JASON R. KELLOGG on the date indicated here. Signature must be verified on any electronic copies.

CPH CONSULTING, LLC

A Full Service A & E Firm

Plans Prepared By:

KEY SHEET A1A

*rDShiF SFDle in )eet

120 120 240

125T+ 2C($1S+25(

B28/(9$5' �$�$�

SHEET C5.26

STA. 1458+00 - STA. 1464+00

A1A

SHEET C5.27

STA. 1464+00 - STA. 1470+00

SHEET C5.28

STA. 1470+00 - STA. 1476+00

SHEET C5.29

STA. 1476+00 - STA. 1482+00

SHEET C5.30

STA. 1482+00 - STA. 1485+00

C3.2

A1A A1A A1A A1A

END OF FM

STA. 1484+50

A1A

J:\P61291.1\Civil\DWG\_Current_Plan_Set\P61291.1 03 C3.0-C3.2 KEYSHEET.dwg, 2/5/2026 10:51:12 AM, Jeremy Shoemaker, , 2/5/2026 10:51:12 AM, Jeremy Shoemaker, 2/5/2026 10:51:12 AM, Jeremy Shoemaker, , Jeremy Shoemaker, Jeremy Shoemaker, , Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com C 2026

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

Building Stronger Communities Together A1A SEWER FORCE MAIN

MALA COMPRA TO MARINELAND

City of Palm Coast

J. Shoemaker J. Shoemaker J. Pickett 11/24/25 P61291.1

Jason R. Kellogg

P.E. NO. 56952

520 Palm Coast Pkwy. SW, Suite 200 Palm Coast, FL 32137

Ph: 386.445.6569

JASON R. KELLOGG, State of Florida, Professional Engineer, License No. 56952

This item has been digitally signed and sealed by JASON R. KELLOGG on the date indicated here. Signature must be verified on any electronic copies.

CPH CONSULTING, LLC

A Full Service A & E Firm

Plans Prepared By:

GENERAL NOTES

GENERAL PROVISIONS

1. THE CONTRACTOR SHALL ATTEND A MANDATORY PRECONSTRUCTION MEETING WITH THE CITY OF PALM COAST PRIOR TO ANY DISTURBANCE OF THE PROPERTY.

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE A PRE-CONSTRUCTION VIDEO (DVD FORMAT) ALONG THE PROPOSED ROUTE IN ACCORDANCE WITH THE SPECIFICATIONS. IN PARTICULAR, THE VIDEO SHALL DOCUMENT THE CONDITION OF EXISTING DRIVEWAYS, BUILDINGS, STRUCTURES, MAILBOXES, SIGNS, FENCES, AND LANDSCAPING ALONG PROPOSED CONSTRUCTION AREAS.

3. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.60-553.64). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY

WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT.

4. THE CONTRACTOR SHALL OBTAIN FROM THE CITY COPIES OF ALL AVAILABLE REGULATORY AGENCY PERMITS AND LOCAL AGENCY PERMITS.

5.

THIS CONSTRUCTION PROJECT IS 1 OR MORE ACRES IN SIZE AND DISCHARGES TO OFFSITE AREAS; THEREFORE, IT IS REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR STORMWATER DISCHARGE FROM SMALL AND LARGE CONSTRUCTION ACTIVITIES. IN ORDER TO MEET NPDES REQUIREMENTS, THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP), IMPLEMENTING, INSPECTING, MAINTAINING, AND REPORTING ON ALL ELEMENTS OF THE SWPPP, COMPLETING AND SUBMITTING THE REQUIRED NOTICE OF INTENT (NOI) AND NOTICE OF TERMINATION (NOT) FORMS AS THE

OPERATOR, AND PAYING ALL ASSOCIATED FEES.

6. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS REPRESENT A MINIMUM REQUIREMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES NEEDED IN ORDER TO PREVENT THE TRANSFER OF SEDIMENT FROM THE PROJECT AREA AND PREVENT THE EROSION OF SURFACES DURING CONSTRUCTION, AS NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER BODIES.

7.

IN THE EVENT THAT WATER IS ENCOUNTERED DURING CONSTRUCTION, DEWATERING SHALL BE CONDUCTED. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, OPERATION, AND SUBSEQUENT REMOVAL OF DEWATERING SYSTEMS AND THEIR SAFETY AND CONFORMITY WITH LOCAL CODES AND REGULATIONS. IF DEWATERING EQUIPMENT NEEDED EXCEEDS ANY OF THE FOLLOWING: 1) 6" PUMP VOLUTE; 2) 100,000 GPD TOTAL 24 HOUR (1 DAY) DEWATERING, AND; 3) 1,000,000 GPD PUMP CAPACITY, THE CONTRACTOR SHALL BE REQUIRED TO PERMIT THE DEWATERING SYSTEM WITH THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD). THE CITY SHALL BE NOTIFIED

IMMEDIATELY IF ANY OF THE ABOVE THRESHOLDS ARE EXCEEDED.

8. DEWATERING DISCHARGE FROM THE SITE SHALL COMPLY WITH ALL NPDES GENERAL PERMIT REQUIREMENTS AND STATE WATER QUALITY STANDARDS. PROVIDE ALL TESTING AND PERMITTING REQUIRED AND COMPLY WITH ALL TREATMENT OR

DISPOSAL METHODS REQUIRED TO MEET ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

9.

UNLESS OTHERWISE DIRECTED BY THE CITY, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY BOUNDARY, RIGHT-OF-WAY AND EASEMENTS, AND OTHER AREAS SPECIFICALLY DESIGNATED FOR CONSTRUCTION. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED 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.

10. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE

BROUGHT TO THE ATTENTION OF THE CITY AND ENGINEER IMMEDIATELY.

11. THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF THE WORK. CLEAN ALL INSTALLED PIPELINES, STRUCTURES, SIDEWALKS, PAVED AREAS, ACCUMULATED SILT IN PONDS, PLUS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION, AS DIRECTED BY THE CITY OR JURISDICTIONAL AGENCY. EQUIPMENT TO CLEAN THESE SURFACES SHALL BE SUBJECT TO APPROVAL BY THE CITY.

EXISTING UTILITIES

1. THE UTILITY DATA SHOWN ON THESE PLANS WAS LOCATED BY THE RESPECTIVE UTILITY, OR IS BASED ON UTILITY DRAWINGS, MAPS, OR FIELD RECONNAISSANCE.

2. THE LOCATION, MATERIAL TYPE, AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE CITY

ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY.

3.

ALL SUBSURFACE UTILITIES SHALL BE LOCATED BY THE CONTRACTOR. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONDUCT ALL INVESTIGATIONS NEEDED TO DETERMINE THE HORIZONTAL AND VERTICAL ELEVATIONS OF EXISTING UTILITIES THAT WILL BE CONNECTED TO, CROSSED, OR OTHERWISE BE LOCATED IN THE VICINITY OF THE PROPOSED CONSTRUCTION. AT PROPOSED CONNECTIONS, INVESTIGATIONS SHALL EXTEND BEYOND THE POINT OF CONNECTION AS NEEDED TO ADJUST PROPOSED CONNECTION POINTS DUE TO UTILITY CONFLICTS. IN THE EVENT SIDEWALK OR ROADWAY ARE IMPACTED IN ORDER TO CONDUCT THESE INVESTIGATIONS, THE COST OF TRAFFIC CONTROL AND RESTORATION IS INCIDENTAL TO THE CONTRACT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITIES OF THE CONSTRUCTION AND TO MAKE THE NECESSARY ARRANGEMENTS TO PROTECT ALL EXISTING UTILITIES.

ANY UTILITIES THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE CITY AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INSTRUCTION.

4.

A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOR EXISTING UTILITIES. THE CONTRACTOR IS TO CONTACT THE SUNSHINE STATE ONE CALL CENTER BY DIALING “811” AT LEAST TWO (2) AND NO MORE THAN FIVE (5) WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATE IN THIS PROGRAM. THE CONTRACTOR SHOULD CONTACT ALL NON-PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIR FACILITIES AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION.

5. THE FOLLOWING UTILITIES HAVE PREVIOUSLY INDICATED THAT THEY MAY HAVE FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA:

AT&T DISTRIBUTION

ATTN: DINO FARRUGGIO

561-683-2729

E-MAIL: G27896@ATT.COM

DUNES COMMUNITY DEVELOPMENT DISTRICT

ATTN: DAVID PONITZ

386-445-9045

CHARTER COMMUNICATIONS (SPECTRUM)

ATTN: JERROLD KAISER

386-960-7970

E-MAIL: JERROLD.KAISER@CHARTER.COM

FLORIDA POWER & LIGHT

ATTN: JOEL BRAY

561-694-4000

E-MAIL: JOEL.BRAY@FPL.COM

CITY OF PALM COAST

ATTN: GREG DEGLER

386-986-2384

E-MAIL: GDEGLER@PALMCOASTGOV.COM

UNITI FIBER

ATTN: CHARLIE CROFT

251-214-7059

CHARLIECROFT@UNITI.COM

THE CONTRACTOR SHALL KEEP LOCATE TICKETS UP TO DATE AT ALL TIMES.

6. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTILITY AND ALL COSTS ASSOCIATED WITH THE PROTECTION OF EXISTING FACILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL ALSO COORDINATE NECESSARY

RELOCATIONS OR OTHER CONSTRUCTION RELATED MATTERS WITH EACH UTILITY.

7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE ALL EXISTING PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH THE PERMISSION OF THE CITY AND THE ENGINEER.

8.

TYPICAL DETAILS AND PROPOSED CONSTRUCTION AS SHOWN ILLUSTRATE THE ENGINEER'S INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAY ALTER THE PROPOSED CONSTRUCTION TO SUIT FIELD CONDITIONS, PROVIDED IT COMPLIES WITH THE PROJECT SPECIFICATIONS AND APPROVAL IS RECEIVED FROM THE ENGINEER. WHERE SUCH PROPOSED REVISIONS DEVIATE FROM THE FDEP

CONSTRUCTION PERMIT, THEN SUCH REVISIONS WILL ALSO REQUIRE APPROVAL FROM FDEP.

9.

FOR EACH RESPECTIVE PIPELINE CONSTRUCTION REQUIRED, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DEPTH, SIZE, MATERIAL TYPE, AND ALIGNMENT OF ALL EXISTING PIPES, CABLES, ETC. TO BE CROSSED OR CONNECTED TO. IF THE CONTRACTOR DEEMS NECESSARY (A) A CHANGE IN ALIGNMENT OR DEPTH, OR THE NEED FOR ADDITIONAL FITTINGS, BENDS, OR COUPLINGS, WHICH REPRESENT A DEPARTURE FROM THE CONTRACT DRAWING, OR (B) A NEED FOR RELOCATION OF EXISTING UTILITIES, THEN DETAILS OF SUCH DEPARTURES, RELOCATIONS, OR ADDITIONAL FITTINGS, INCLUDING CHANGES IN RELATED PORTIONS OF THE PROJECT AND THE REASONS THEREFORE, SHALL BE SUBMITTED WITH SHOP DRAWINGS. APPROVED DEPARTURES FOR THE CONTRACTOR'S CONVENIENCE SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY.

TRAFFIC CONTROL

1.

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TEMPORARY TRAFFIC CONTROL PLAN (TTCP) PRIOR TO CONSTRUCTION. THE TTCP (ALSO CALLED A MAINTENANCE OF TRAFFIC (MOT) PLAN) SHALL SHOW ALL PROPOSED TRAFFIC CONTROL SIGNS, PAVEMENT MARKINGS, AND BARRICADES, AND SHALL DETAIL ALL PROPOSED CONSTRUCTION SEQUENCING. THE TTCP PLAN AND INSTALLED TRAFFIC CONTROL MEASURES SHALL BE APPROVED BY THE CITY, FLAGLER COUNTY (MALA

COMPRA RD), AND FDOT (A1A).

2. PROPOSED ROAD LANE CLOSURES AND DRIVEWAY CLOSURES ARE TO BE SHOWN ON THE TTCP PLAN. THE INTENT IS TO MAINTAIN ONE LANE OF TRAFFIC AT ALL TIMES DURING WORK HOURS AT THE INTERSECTING SIDE STREETS IMPACTED BY

CONSTRUCTION.

3. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH FDOT STANDARD PLANS FOR ROAD CONSTRUCTION, INDEX NO. 102-600 (AVAILABLE AT HTTPS://WWW.FDOT.GOV/DESIGN/STANDARDPLANS) AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) (AVAILABLE AT HTTPS://MUTCD.FHWA.DOT.GOV). ALL TRAFFIC CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION

4. INSPECT TRAFFIC CONTROL DEVICES ON A DAILY BASIS TO ENSURE PLACEMENT OF BARRICADES AND FUNCTION OF LIGHTS IS MAINTAINED THROUGHOUT CONSTRUCTION.

5. CONTACT PROPERTY OWNERS AFFECTED BY CONSTRUCTION. COORDINATE TEMPORARY DRIVEWAY CLOSURES AND SEQUENCING. MAINTAIN ACCESS FOR ALL PROPERTY OWNERS DURING CONSTRUCTION.

6. WET UNSTABILIZED AREAS AS NECESSARY TO CONTROL DUST.

7. ADJUST TRAFFIC CONTROL DEVICES AS REQUIRED UNDER EMERGENCY CONDITIONS.

8. THE CONTRACTOR IS EXPECTED TO COORDINATE ITS ACTIVITIES WITH OTHER CONTRACTORS WHO MAY BE WORKING IN THE IMMEDIATE VICINITY.

9.

WHEN WORK OCCURS ALONG TWO LANE, TWO WAY ROADS AND IS WITHIN 15-FT OF ACTIVE ROAD TRAVEL WAY BUT NO CLOSER THAN 2-FT FROM THE TRAVEL WAY, SIGNAGE AND WARNING DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH FDOT INDEX NO. 102-600 AND 102-602. WHEN WORK OCCURS ALONG TWO LANE, TWO WAY ROADS BETWEEN THE ROAD CENTERLINE AND A LINE 2-FT OUTSIDE THE EDGE OF THE TRAVEL WAY, SIGNAGE AND WARNING DEVICES ARE TO BE

INSTALLED IN ACCORDANCE WITH FDOT INDEX NO. 102-600 AND 102-603.

10. TYPE I OR TYPE II BARRICADES AT 20-FT CENTERS SHALL BE PLACED AND MAINTAINED ALONG THE EDGE OF THE ROAD WHEREVER HAZARDS EXIST AND TO BLOCK ENTRANCE INTO COMPLETED OR PARTIALLY COMPLETED PAVEMENTS UNTIL

SUCH PAVEMENTS ARE OPEN TO PUBLIC USE. BARRELS ARE TO ADDED TO UNSODDED AREAS.

11. WHERE A DROP-OFF CONDITION IN THE WORK ZONE OCCURS, IT SHALL BE MITIGATED IN ACCORDANCE WITH FDOT INDEX 102-600. REFER TO FDOT INDEX NO. 102-600 FOR THE DEFINITION OF A DROP-OFF.

FORCE MAIN GENERAL NOTES

1. ALL PIPELINE MATERIAL AND INSTALLATION SHALL CONFORM TO THE CITY OF PALM COAST STANDARDS (JULY 2022), CONTRACT DOCUMENTS, TECHNICAL SPECIFICATIONS AND ALL APPLICABLE LOCAL AND STATE REQUIREMENTS.

2. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS ARE IN HAND BEFORE COMMENCEMENT OF CONSTRUCTION.

3. ALL UTILITY OWNERS AND SUNSHINE STATE ONE CALL (811 OR 800-432-4770) MUST BE NOTIFIED SEVENTY-TWO (72) HOURS PRIOR TO STARTING CONSTRUCTION.

4. THE CONTRACTOR SHALL NOTIFY FIBER OPTICS COMPANIES SEVEN (7) WORKING DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THEIR AREA. EXTREME CAUTION SHALL BE USED IN AREAS WHERE FIBER OPTIC CABLE IS LOCATED ADJACENT TO

CONSTRUCTION ACTIVITY.

5. ALL NEW FORCE MAINS SHALL BE INSTALLED WITH A MINIMUM OF 3'-0" OF COVER, UNLESS NOTED OTHERWISE.

6. ALL PIPING AND/OR APPURTENANCES CONNECTING TO ADJACENT CONSTRUCTION SHALL BE PLUGGED IF ADJACENT WORK HAS NOT BEEN COMPLETED.

7. CONTRACTOR SHALL PROVIDE TEMPORARY THRUST RESTRAINTS, BRACING, TEST PLUGS AND/OR OTHER DEVICES NECESSARY TO SUCCESSFULLY COMPLETE PRESSURE TESTING OF ALL PRESSURE PIPING SYSTEMS.

8. ALL FITTINGS FOR BURIED PIPING 4-INCHES AND LARGER SHALL BE COMPACT DUCTILE IRON MECHANICAL JOINT (D.I.M.J.) BITUMEN COATED EXTERIOR APPLIED PER ANSI/AWWA A21.53/C153 UNLESS NOTED OTHERWISE. THESE FITTINGS SHALL INCORPORATE RESTRAINING RINGS, MEGA-LUGS OR OTHER APPROVED EQUIVALENT MECHANICAL DEVICES.

9. ALL PROPOSED DUCTILE IRON FITTINGS AND RESTRAINTS WITHIN FIFTY (50) FEET OF AN EXISTING GAS MAIN SHALL BE POLYETHYLENE ENCASED.

10. ALL BURIED PIPING SPECIFIED FOR PRESSURE SERVICE SHALL BE PROVIDED WITH RESTRAINING DEVICES AT ALL DIRECTIONAL CHANGES, UNLESS NOTED OTHERWISE. FUSED POLYETHYLENE PIPE AND FITTINGS DO NOT REQUIRE RESTRAINING

DEVICES.

11. ALL FASTENERS SHALL BE MANUFACTURED OF NON-CORROSIVE MATERIALS. WHEN STAINLESS STEEL IS REQUIRED, 304 S.S. SHALL BE USED FOR ALL BURIED APPLICATIONS AND 316 S.S. SHALL BE USED FOR ABOVE GROUND OR CORROSIVE

ENVIRONMENTS.

12. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN DERIVED FROM EXISTING UTILITY RECORDS AND ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, DEPTH AND CHARACTER OF ALL UTILITIES PRIOR TO EXCAVATION IN ORDER TO PROTECT THEM DURING CONSTRUCTION.

13.

THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AT ALL INTERSECTIONS OF PROPOSED WORK AND EXISTING UTILITIES. THE EXPLORATORY EXCAVATIONS SHALL BE MADE FORTY-EIGHT (48) HOURS IN ADVANCE OF THE PROPOSED WORK. IF THERE IS A CONFLICT THE CONTRACTOR SHALL NOTIFY THE CITY OF PALM COAST IMMEDIATELY. INFORMATION ON THE OBSTRUCTION SHALL BE FURNISHED BY THE CONTRACTOR AND SHALL INCLUDE: LOCATION, ELEVATION, UTILITY TYPE, MATERIAL AND SIZE. REFER TO THE EXISTING UTILITIES GENERAL NOTES ON THIS SHEET FOR ADDITIONAL REQUIREMENTS.

14. LOCATIONS AND DIMENSIONS OF EXISTING RIGHTS-OF-WAY AND EASEMENTS ARE BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY ALL THE LIMITS OF RIGHTS-OF-WAY AND EASEMENTS IN ORDER TO AVOID

ENCROACHMENTS.

15. THE CONTRACTOR SHALL REPLACE SOD 3 FEET FROM ALL DISTURBED AREAS: STRUCTURES, SIDEWALKS, ROADS, AND POND IMPROVEMENT AREAS. ALL OTHER DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE

DRAWINGS.

16. THE CONTRACTOR SHALL REPLACE, BUT NOT BE LIMITED TO, PAVING, STABILIZED EARTH, DRIVEWAYS OR ANY ITEMS DISTURBED OR DAMAGED BY THE CONSTRUCTION OR ITS RELATED ACTIVITIES. THE CONTRACTOR SHALL REPLACE WITH EQUAL

MATERIAL OR AS DIRECTED BY THE CITY OF PALM COAST.

17. THE DISPOSAL OF ANY EXCESS EARTHWORK MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

18. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE HIS WORK WITH THE WORK SCHEDULE OF ADJACENT CONTRACTORS AS WELL AS THE OPERATIONS STAFF OF THE CITY OF PALM COAST.

19. THE CONTRACTOR SHALL NOTIFY THE CITY OF PALM COAST 72 HOURS BEFORE COMMENCING WITH CONSTRUCTION.

20. WHERE MINIMUM SEPARATION BETWEEN UTILITIES IS REQUIRED, THE DISTANCE SHALL BE MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE.

21. PVC PIPE LESS THAN 2-INCHES SHALL CONFORM TO ASTM D1785. THREADED PIPE AND FITTINGS SHALL BE SCH. 80 AND CONFORM TO ASTM D2464. UNTHREADED PIPE AND FITTINGS SHALL BE SCH. 40 WITH SOLVENT CEMENTED JOINTS. CEMENTED

JOINTS AND FITTINGS SHALL COMPLY WITH ASTM D2466 AND D2855.

22. 2", 2 1/2" AND 3" PVC PIPE SHALL CONFORM TO ASTM D2241. PIPE SHALL BE FURNISHED IN 20-FOOT LENGTHS, SHALL HAVE DIMENSION RATIO (DR21) AND A WATER PRESSURE RATING OF 200 PSI.

23. PVC PIPE 4-INCHES THROUGH 60-INCHES SHALL CONFORM TO AWWA STANDARD C900 (DR18)

24. DUCTILE IRON PIPE SHALL CONFORM TO AWWA STANDARD C151, PRESSURE CLASS 350 FOR 4-INCH THROUGH 12-INCH DIAMETER PIPE; PRESSURE CLASS 250 FOR PIPE LARGER THAN 12-INCHES IN DIAMETER UNLESS NOTED OTHERWISE. DUCTILE IRON PIPE AND FITTINGS FOR PRESSURE SERVICE SHALL HAVE AN INTERIOR LINING CONSISTING OF A MINIMUM OF 40 MILS OF A CERAMIC EPOXY COATING. REFER TO THE SPECIFICATIONS FOR DETAILS.

25. PVC FORCE MAINS SHALL BE SOLID GREEN IN COLOR. DUCTILE IRON FORCE MAINS SHALL INCORPORATE 3 GREEN IDENTIFICATION TAPES AT THE TOP AND SIDES OF THE PIPE, ALONG THE ENTIRE LENGTH PER THE SPECIFICATIONS.

26. FITTINGS FOR BOTH PVC AND DUCTILE IRON PIPE SHALL BE DUCTILE IRON CONFORMING TO ANSI/AWWA C153/A21.53, COMPACT DUCTILE IRON FITTINGS.

27. VALVES FOR FORCE MAINS SHALL BE DUCTILE IRON, EPOXY COATED PLUG VALVES. REFER TO THE SPECIFICATIONS FOR DETAILS.

28. ALL POLYETHYLENE PRESSURE PIPE AND FITTINGS 4-INCH AND LARGER SHALL CONFORM TO AWWA STANDARD C906 (DR 11) PRESSURE CLASS 160 AND ASTM STANDARD D3350, D2837, PE 3408.

29. ALL FORCE MAINS SHALL BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH THE SPECIFICATIONS. HYDROSTATIC TESTING FOR ALL PIPE MATERIAL SHALL BE 150 PSI FOR A MINIMUM OF 2 HOURS.

30. IN AREAS WHERE CONSTRUCTION ACTIVITIES RESTRICT NORMAL ACCESS TO PROPERTIES, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALTERNATE ACCESS ROUTES, WHICH ARE SUBJECT TO APPROVAL BY THE CITY OF PALM COAST.

31. ALL PRACTICAL AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO PREVENT UNNECESSARY TREE REMOVAL.

32. ALL ELEVATIONS SHOWN ON THESE DRAWINGS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). HORIZONTAL LOCATIONS ARE BASED ON THE NORTH AMERICAN DATUM 83 (NAD83) (1990 ADJUSTMENT).

33. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL EQUIPMENT AND MATERIALS FOR APPROVAL BY THE CITY OF PALM COAST PRIOR TO PROCUREMENT.

34. THE CONTRACTOR SHALL VIDEO THE ENTIRE WORK AREA PRIOR TO COMMENCEMENT OF CONSTRUCTION. ONE COPY OF THE PRE-CONSTRUCTION VIDEO SHALL BE SUBMITTED TO THE CITY OF PALM COAST.

35. PIPE MEASUREMENTS SHALL BE FROM CENTER TO CENTER OF FITTINGS OR VALVES, UNLESS OTHERWISE NOTED.

36. CONFLICT BETWEEN WATER MAINS, STORM AND SANITARY SEWER SYSTEMS, REUSE WATER MAINS AND PROPOSED FORCE MAINS SHALL BE RESOLVED BY ADJUSTING PROPOSED FORCE MAINS AS NECESSARY. SEE "UTILITY SEPARATION DETAIL" AND

ACCOMPANYING NOTES AS SHOWN ON THE DETAIL SHEETS OF THIS PLAN SET.

37. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY.

38. FOR A SCHEDULED INTERRUPTION OF FORCE MAIN FLOW, THE CONTRACTOR SHALL NOTIFY THE CITY OF PALM COAST 72 HOURS IN ADVANCE.

39. DURING NORMAL FORCE MAIN FLOW INTERRUPTION, THE CONTRACTOR SHALL PROVIDE UNINTERRUPTED BY-PASS FLOW AND SHALL PROVIDE ALL EQUIPMENT NECESSARY TO ACCOMPLISH THE SAME IN THE FORM OF, BUT NOT LIMITED TO THE FOLLOWING: POWER, PUMPS, PIPING, APPURTENANT VALVES AND FITTINGS AND / OR SEPTIC TANKER TRUCK PUMPING, HAULING AND DISPOSAL SERVICES

40. ALL CONNECTIONS TO EXISTING FORCE MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER THE CONNECTION PROCEDURE AND HIS WORK SCHEDULE REGARDING THIS ACTIVITY ARE REVIEWED AND APPROVED BY THE CITY OF PALM COAST. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE OWNER A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO COMMENCEMENT OF CONNECTION ACTIVITIES. IN THE REQUEST, THE CONTRACTOR SHALL OUTLINE THE FOLLOWING:

A. POINTS OF CONNECTION, FITTINGS TO BE USED AND METHOD OF FLUSHING.

B. ESTIMATED CONSTRUCTION TIME FOR SAID ACTIVITY.

C. PROPOSED BYPASS METHOD. (REF. NOTES 38 & 39.)

THE CITY OF PALM COAST SHALL REVIEW THE SUBMITTAL AND SHALL INFORM THE CONTRACTOR REGARDING APPROVAL OR DENIAL OF THEIR REQUEST. IF THEIR REQUEST IS REJECTED BY THE CITY OF PALM COAST, THE CONTRACTOR MAY RESUBMIT THEIR REQUEST MODIFYING IT TO THE SATISFACTION OF THE OWNER. ALL CONNECTIONS SHALL BE MADE ONLY aON THE AGREED UPON TIME AND DATE ESTABLISHED IN THE PROCEDURE.

41. ALL FORCE MAINS SHALL HAVE AN "EARLY WARNING" PROTECTION TAPE INSTALLED CONTINUOUSLY ALONG THE ENTIRE LENGTH. THE PROTECTION TAPE SHALL BE INSTALLED DURING THE BACKFILLING 12 INCHES ABOVE AND DIRECTLY OVER THE PIPE AND BE CONTINUOUSLY MARKED WITH "CAUTION - FORCE MAIN BURIED BELOW". THE TAPE SHALL BE PLASTIC, NON-METALLIC AND BE GREEN IN COLOR.

42. ALL PVC FORCE MAINS SHALL BE CONTINUOUSLY UNDERLAIN WITH 10 GAGE, SOLID STRAND, LOCATE WIRE THE WIRE SHALL HAVE GREEN INSULATION AND INSTALLATION SHALL CONFORM TO THE DETAILED DRAWINGS AND PER THE SPECIFICATIONS.

43. ALL BURIED UTILITY PIPES TO BE ABANDONED IN PLACE SHALL BE CUT, PLUGGED AND FILLED WITH GROUT.

44. IT IS THE INTENT OF THIS CONTRACT FOR THE CONTRACTOR TO MAINTAIN CONTINUOUS RESTORATION BEHIND THE UTILITY WORK ON A DAILY BASIS. NO MORE THAN FIFTY (50) LINEAR FEET OF UNRESTORED LINE WORK SHALL REMAIN AT THE END OF

EACH WORK DAY.

JACKING AND BORING

1. STEEL CASING PIPE SHALL CONFORM TO ASTM A139, GRADE "B" WITH MINIMUM YIELD STRENGTH OF 35,000 PSI. INTERIOR LINING OF PIPE SHALL BE A COAL TAR LINING CONFORMING TO AWWA C203. EXTERIOR COATING OF PIPE SHALL BE

MULTIPLE COATS OF HEAVY DUTY COAL TAR BASE COATING BUILT UP TO 30 MILS TOTAL DRY THICKNESS AND APPLIED IN ACCORDANCE WITH THE COATING MANUFACTURER'S RECOMMENDATIONS.

2.

EACH SPACER SHALL BE 12 INCHES WIDE AND MANUFACTURED OF MINIMUM 14 GAUGE TYPE 304 STAINLESS STEEL OR 14 GAUGE STEEL WITH FUSION BONDED PVC COATING. SPACERS SHALL BE LINED WITH A 90 MIL PVC LINER. ALL NUTS AND BOLTS SHALL BE T-304 STAINLESS STEEL. EACH SPACER SHALL HAVE A MINIMUM OF 4 RUNNER SUPPORTS MANUFACTURED OF A HIGH MOLECULAR WEIGHT POLYMER PLASTIC. THE RUNNER SUPPORTS SHALL BE T304 STAINLESS STEEL, MINIMUM 10 GAUGE, OF ADEQUATE HEIGHT TO POSITION THE CARRIER PIPE IN THE CENTER OF CASING WITH A MINIMUM TOP CLEARANCE OF 0.5 INCHES.

3. ADD ON SECTIONS OF CASING PIPE SHALL BE FULL-RING WELDED TO THE PRECEDING LENGTH, DEVELOPING WATER-TIGHT TOTAL PIPE-STRENGTH JOINTS. ALL WELDING OF STEEL PIPE SHALL BE DONE BY COMPETENT, EXPERIENCED WELDERS.

WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C206.

4.

UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION DRAWINGS, THE MINIMUM CASING PIPE NOMINAL DIAMETER SHALL BE BASED ON THE SIZE OF THE CARRIER PIPE NOMINAL DIAMETER AS FOLLOWS: 4” CARRIER PIPE: THE MINIMUM CASING IS 14”; 6” CARRIER PIPE: THE MINIMUM CASING IS 16”; 8” CARRIER PIPE: THE MINIMUM CASING IS 20”; 10” AND 12” CARRIER PIPE: THE MINIMUM CASING IS 24”; 14” AND 16” CARRIER PIPE: THE MINIMUM CASING IS 30”; 18” AND 20” CARRIER PIPE: THE MINIMUM CASING IS 36”; 24” CARRIER PIPE: THE MINIMUM CASING IS 42”; 30” CARRIER PIPE: THE MINIMUM CASING IS 48”. CASING PIPE MINIMUM WALL THICKNESS SHALL BE AS FOLLOWS: 14” THROUGH 24” = 0.250”; 30” = 0.312”; 36” = 0.375”; 42” AND 48” = 0.500”. AT RAILROAD CROSSINGS, UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION DRAWINGS, CASING PIPE WALL THICKNESS SHALL BE AS FOLLOWS: 14” = 0.250”; 16” = 0.281”; 20” = 0.344”; 24” = 0.375”; 30” = 0.469”; 36” = 0.532”; 42” = 0.625”;

48” = 0.688”.

5.

BORED INSTALLATIONS SHALL HAVE A HOLE DIAMETER WHICH SHALL NOT EXCEED THE O.D. OF THE CASING PIPE (INCLUDING COATING) BY MORE THAN ONE INCH. WHERE UNSTABLE SOIL CONDITIONS ARE FOUND TO EXIST, BORING OPERATIONS SHALL BE CONDUCTED IN SUCH MANNER AS NOT TO BE DETRIMENTAL TO THE FACILITY BEING CROSSED. IF EXCESSIVE VOIDS OR TOO LARGE A BORED HOLE RESULTS, OR IT IS NECESSARY TO ABANDON A BORED HOLE, PROMPT REMEDIAL MEASURES SHALL BE TAKEN BY THE CONTRACTOR, SUBJECT TO APPROVAL BY THE ENGINEER AND THE CONTROLLING AGENCY OF THE FACILITY BEING CROSSED.

6. CORRECT LINE AND GRADE SHALL BE MAINTAINED. ADD ON SECTIONS OF CASING PIPE SHALL BE FULL RING WELDED TO THE PRECEDING LENGTH, DEVELOPING WATERTIGHT TOTAL PIPE STRENGTH JOINTS. FOLLOWING PLACEMENT OF THE CARRIER PIPE, MASONRY PLUGS SHALL BE INSTALLED AT EACH OPEN END, WITH A WEEP HOLE INSTALLED NEAR THE BOTTOM OF THE PLUG.

7. UNLESS OTHERWISE SHOWN ON THE PLANS, INSTALL CASING AT MINIMUM OF 36-INCH COVER.

8. CARRIER PIPES INSIDE OF STEEL CASING PIPE SHALL BE SUPPORTED BY CASING SPACERS. CARRIER PIPE JOINTS INSIDE OF STEEL CASING PIPE SHALL BE RESTRAINED.

9. SPACERS ALONG DUCTILE IRON CARRIER PIPE SHALL BE PLACED NO MORE THAN 2 FEET FROM THE END OF THE CASING, WITH SUBSEQUENT SPACER PLACEMENT AT INTERVALS OF NO MORE THAN 10 FEET, OR AS RECOMMENDED BY THE CASING

SPACER MANUFACTURER, WHICHEVER IS MORE STRINGENT.

10. SPACERS ALONG PVC CARRIER PIPE SHALL BE PLACED NEAR THE SPIGOT END OF EACH SEGMENT OF PIPE. WHEN THE JOINT IS COMPLETE, THE SPACER SHALL BE IN CONTACT WITH THE JOINT RESTRAINT ASSEMBLY SO THAT THE SPACER PUSHES THE RESTRAINT ASSEMBLY. SUBSEQUENT SPACER PLACEMENT ALONG PVC PIPE SHALL BE AT INTERVALS OF NO MORE THAN 6 FEET, OR AS RECOMMENDED BY THE CASING SPACER MANUFACTURER, WHICHEVER IS MORE STRINGENT.

11. STEEL CASING PIPE END SEALS SHALL BE AS MANUFACTURED BY ADVANCE PRODUCTS, CASCADE WATERWORKS OR CCI PIPELINE SYSTEMS. THE END SEALS SHALL ACCOMMODATE THE CARRIER PIPE.

12. THE USE OF WOOD SKIDS IN LIEU OF SPACERS IS NOT ALLOWED.

13. THE CARRIER MAY BE PUSHED OR PULLED (DEPENDING UPON PIPING MATERIAL, JOINT TYPE AND METHOD OF PIPE SUPPORT) INTO THE CASING AS PIPE LENGTHS ARE ASSEMBLED. THE CARRIER SHALL BE ADEQUATELY BLOCKED ALL AROUND TO PREVENT ANY MOVEMENT AND TO ATTAIN THE SPECIFIED GRADE FOR GRAVITY LINES. THE PROPOSED METHOD OF CARRIER PIPE INSTALLATION SHALL BE APPROVED BY THE ENGINEER PRIOR TO STARTING THE CROSSING.

C4.0

12. THE CONTRACTOR SHALL BE RESPONSIBLE TO MOVE AND REINSTALL ANY SIGNS AND MAILBOXES IF THEY ARE IN THE WAY AT NO EXTRA COST TO THE CITY OF PALM COAST

J:\P61291.1\Civil\DWG\_Current_Plan_Set\P61291.1 04 C4.0 GEN.dwg, 2/5/2026 10:58:18 AM, Jeremy Shoemaker, , 2/5/2026 10:58:18 AM, Jeremy Shoemaker, 2/5/2026 10:58:18 AM, Jeremy Shoemaker, , Jeremy Shoemaker, Jeremy Shoemaker, , Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com C 2026

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

Building Stronger Communities Together A1A SEWER FORCE MAIN

MALA COMPRA TO MARINELAND

City of Palm Coast

J. Shoemaker J. Shoemaker J. Pickett 11/24/25 P61291.1

Jason R. Kellogg

P.E. NO. 56952

520 Palm Coast Pkwy. SW, Suite 200 Palm Coast, FL 32137

Ph: 386.445.6569

JASON R. KELLOGG, State of Florida, Professional Engineer, License No. 56952

This item has been digitally signed and sealed by JASON R. KELLOGG on the date indicated here. Signature must be verified on any electronic copies.

CPH CONSULTING, LLC

A Full Service A & E Firm

Plans Prepared By: TEMPORARY TCP

PROJECT NOTES

TRAFFIC CONTROL PROJECT NOTES

1. THE EXISTING REGULATORY SPEED LIMIT OF 50 MPH ALONG A-1-A SHALL BE

MAINTAINED AS POSTED UNLESS OTHERWISE INDICATED IN THE PLANS.

2. THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 7 DAYS IN

ADVANCE OF ANY LANE CLOSURES.

3. POTABLE CHANGEABLE MESSAGE SIGNS (PCMS) SHALL BE PLACED 500 FEET IN

ADVANCE AT THE WORK ZONES.

4. THE CONTRACTOR SHALL NOTIFY ALL LOCAL LAW ENFORCEMENT, EMERGENCY /

RESCUE AGENCIES LOCATED IN THE PROJECT VICINITY 24 HOURS IN ADVANCE OF

PERFORMING ANY LANE CLOSURES.

5. LANE CLOSURES MAY ONLY BE USED DURING ACTIVE WORK PERIODS.

6. PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) SHALL BE USED ONE WEEK

PRIOR TO AND DURING A LANE CLOSURE OPERATION. SEE BELOW FOR TIMING

AND MESSAGE. MESSAGES AND SIGN LOCATION CAN BE CHANGED WITH

ENGINEER APPROVAL.

7. FLAGGERS WILL BE USED TO CONTROL TRAFFIC WHEN CONSTRUCTION

ACTIVITIES OCCU AT DRIVEWAYS AND SIDE STREETS. THE 600 SERIES OF THE

STANDARD INDEX SHALL BE UTILIZED.

PCMS MESSAGE

ONE WEEK

PRIOR TO CONSTRUCTION

PCMS MESSAGE

ONE WEEK

PRIOR TO LANE CLOSURE

PCMS MESSAGE

DURING

LANE CLOSURE

PCMS MESSAGE

DURING

CONSTRUCTION

CONSTRUCTION

BEGINS MM/DD

MESSAGE 1 MESSAGE 2

LANE

CLOSED

"CLOSURE DAY"

"CLOSING TIME"

TO

"OPENING TIME"

MESSAGE 1 MESSAGE 2

LANE

CLOSED

AHEAD

"CLOSING TIME"

TO

"OPENING TIME"

MESSAGE 1 MESSAGE 2

CONSTRUCTION

AHEAD MM/DD

MESSAGE 1 MESSAGE 2

C4.1

J:\P61291.1\Civil\DWG\_Current_Plan_Set\P61291.1 04 C4.1 TCPN.dwg, 2/5/2026 10:59:06 AM, Jeremy Shoemaker, , 2/5/2026 10:59:06 AM, Jeremy Shoemaker, 2/5/2026 10:59:06 AM, Jeremy Shoemaker, , Jeremy Shoemaker, Jeremy Shoemaker, , M A

LA

C

O M

PR

A

R O

A D

SITE BENCHMARK #310

S.R. A-1-A

(OCEAN SHORE BLVD)

FM FM FM FM FM FM FM FM FM

1306+00 1307+00 1308+00 1309+00 1310+00 1311+00 1312+00

FM FM FM FM FM FM FM FM FM FM FM FM

FM FM

FM

PROPOSED 12" PVC

FORCE MAIN (67 L.F.)

PROPOSED 12" PVC

FORCE MAIN (39 L.F.)

PROPOSED 12" DUCTILE IRON

45° BEND TO 14"x12" REDUCER

STA. 1308+80.97, 32.97' R

SIDEW

ALK (CO

NC)

PROPOSED AIR

RELEASE VALVE

STA. 1308+68.79, 32.72'

PROPOSED AIR

RELEASE VALVE

STA. 1311+71.98, 38.94' R

PROPOSED 12"

PLUG VALVE

PROPOSED 12"

PLUG VALVE

REMOVE & REPLACE

DRIVEWAY (CONC)

REMOVE & REPLACE

SIDEWALK (CONC)

R.O.W. R.O.W. R.O.W.

R.O.W. R.O.W. R.O.W.

R .O

.W

R .O

.W

SIDEWALK (CONC)

SIDEWALK (CONC)

SIDEWALK (CONC)

1306+00 1307+00 1308+00 1309+00 1310+00 1311+00 1312+00

BORING

LOC.

AB-1

BORING

LOC.

AB-2

START (CONNECT TO

EXISTING FORCEMAIN)

STA. 1308+12.83, 31.57' R

PROPOSED 12" DUCTILE IRON

45° BEND TO 14"x12" REDUCER

STA. 1311+59.61, 38.69' R

5'

(281 L.F.) DIRECTIONAL DRILL

14" HDPE FORCE MAIN

5'

15' 9'

SCALE: 1" = 20' HORZ, 1" = 2' VERT

1308+00 1309+00 1310+00 1311+00 1312+00

N OCEANSHORE BLVD (SR A1A)

6' MIN.

COVER

3' MIN.

COVER

12" PLUG

VALVE

EXISTING

DRIVEWAY

(CONCRETE)

EXISTING

DRIVEWAY

(CONCRETE)

EXISTING

DRIVEWAY

(CONCRETE)

REMOVE &

REPLACE

EXISTING

SIDEWALK

EXISTING UNDERGROUND CATV LINE

(FIELD VERIFY DEPTH PRIOR TO CONSTRUCTION)

EXISTING UNDERGROUND

FIBER OPTIC (FIELD

VERIFY DEPTH PRIOR

TO CONSTRUCTION)

EXISTING UNDERGROUND

FIBER OPTIC (FIELD

VERIFY DEPTH PRIOR

TO CONSTRUCTION)

DIRECTIONAL DRILL

14" HDPE FORCE MAIN

12" DUCTILE IRON 45° BEND TO

14" X 12" DUCTILE IRON REDUCER

TRANSITION SLEEVE w/ STIFFENER

(SEE DETAILS SHEETS D1.0-D1.1) 12" DUCTILE IRON 45° BEND TO

14" X 12" DUCTILE IRON REDUCER

TRANSITION SLEEVE w/ STIFFENER

(SEE DETAILS SHEETS D1.0-D1.1)

REMOVE & REPLACE

EXISTING SIDEWALK

12" PVC

FORCE MAIN

12" PVC

FORCE MAIN

AIR RELEASE

VALVE

12" PLUG

VALVE

APPROX. EXISTING GRADE

OVER FORCE MAIN

EXIT POINT EXIT POINT

RADIUS 30' (MIN.)

(VERTICAL)

ARC LENGTH 41' (MIN.)

RADIUS 30' (MIN.)

(VERTICAL)

ARC LENGTH 41' (MIN.)

3' M

IN

C O

VE

R

3' M

IN

C O

VE

R

3' M

IN

C O

VE

R

AIR RELEASE

VALVE

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com C 2026

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

BXLOGLQJ SWURQJHU CRPPXQLWLHV TRJHWKHU A1A SEWER FORCE MAIN

MALA COMPRA TO MARINELAND

City of Palm Coast

J. Shoemaker J. Shoemaker J. Pickett 11/24/25 P61291.1

Jason R. Kellogg

P.E. NO. 56952

520 Palm Coast Pkwy. SW, Suite 200 Palm Coast, FL 32137

Ph: 386.445.6569

JASON R. KELLOGG, State of Florida, Professional Engineer, License No. 56952

This item has been digitally signed and sealed by JASON R. KELLOGG on the date indicated here. Signature must be verified on any electronic copies.

CPH CONSULTING, LLC

A Full Service A & E Firm

Plans Prepared By:

N

Graphic Scale in Feet

20 20 40

PLAN AND PROFILE A1A

STA 1306+00 TO STA 1312+00 C5.0

REMOVE AND

REPLACE

DRIVEWAY

(CONC)

SIDEWALK

(CONC)

BORING

LOCATION SILT FENCE BENCHMARK

M A

TC

H

L

IN

E

ST

A . 1

2+

R

EF

ER

T

O S

H T.

C 5.

AutoCAD SHX Text

DENSE TREES

AutoCAD SHX Text

DENSE TREES

AutoCAD SHX Text

DENSE TREES

AutoCAD SHX Text

DENSE TREES

AutoCAD SHX Text

DENSE TREES

AutoCAD SHX Text

DENSE TREES

AutoCAD SHX Text

DENSE TREES

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

BING'S LANDING SIGN

AutoCAD SHX Text

FLAT GRATE INLET TOP ELEV = 8.30 NW INV ELEV = 5.59(18"RCP) BOTTOM ELEV = 4.7±

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

DENSE TREES

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

(100' RIGHT-OF-WAY WIDTH PER FDOT R/W MAP NUMBER 73030-MISC SHEETS 1-26)

AutoCAD SHX Text PARCEL ID #40-10-31-3150-00000-0180 OWNER:FLAGLER COUNTY BOARD OF COUNTY COMMISSIONERS ADDRESS: 5862 N OCEAN SHORE BLVD PALM COAST, FL 32137 LOTS 18-23 MB 3, PG 29

AutoCAD SHX Text PARCEL ID #40-10-31-3150-00000-0240 OWNER: FLAGLER COUNTY ADDRESS: 5858 N OCEAN SHORE BLVD PALM COAST, FL 32137 LOTS 24-27 MB 3, PG 29

AutoCAD SHX Text PARCEL ID #40-10-31-3100-00120-0050 OWNER: WETZEL ROBERT A LIFE ESTATE ADDRESS: 5873 N OCEAN SHORE BLVD PALM COAST, FL 32137 ORB 2454, PG 1673

AutoCAD SHX Text PARCEL ID #40-10-31-3100-00120-0040 OWNER: SALTWATER A1A PROPERTIES LLC ADDRESS: 5867 N OCEAN SHORE BLVD PALM COAST, FL 32137 ORB 2234, PG 1583

AutoCAD SHX Text PARCEL ID #40-10-31-3100-00120-0010 OWNER: SALTWATER A1A PROPERTIES LLC ADDRESS: 5861 N OCEAN SHORE BLVD PALM COAST, FL 32137 ORB 2074, PG 1333

AutoCAD SHX Text 50.00'

AutoCAD SHX Text

INFO SIGN

AutoCAD SHX Text

PED SIGN

AutoCAD SHX Text

INFO SIGN

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

INFO SIGN

AutoCAD SHX Text

UTILITY BOX

AutoCAD SHX Text

NO MOTOR VEHICLES

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

BOLLARDS (4)

AutoCAD SHX Text

36" RCP INV=0.89

AutoCAD SHX Text

36" RCP INV=0.88

AutoCAD SHX Text CONC HEADWALL w/ (2) 36"RCP INV=1.35

AutoCAD SHX Text CONC HEADWALL w/ 15" RCP INV=2.06

AutoCAD SHX Text

FGI TOP OF GRATE ELEV=8.87 SE INV ELEV(15"RCP)=4.85 BOTTOM ELEV=4.85

AutoCAD SHX Text

4' WOOD FENCE

AutoCAD SHX Text

PED SIGN

AutoCAD SHX Text

BFP

AutoCAD SHX Text

INFO SIGN

AutoCAD SHX Text

BFP

AutoCAD SHX Text

BFP

AutoCAD SHX Text

4' WOOD FENCE

AutoCAD SHX Text

4' WOOD FENCE

AutoCAD SHX Text

4' WOOD FENCE

AutoCAD SHX Text

ENTER SIGN

AutoCAD SHX Text

4' WOOD FENCE

AutoCAD SHX Text

(100' RIGHT-OF-WAY WIDTH PER FDOT R/W MAP NUMBER 73030-MISC SHEETS 1-26)

J:\P61291.1\Civil\DWG\_Current_Plan_Set\P61291.1 05 C5.0~C5.9.dwg, 2/5/2026 11:02:08 AM, Jeremy Shoemaker, , 2/5/2026 11:02:08 AM, Jeremy Shoemaker, 2/5/2026 11:02:08 AM, Jeremy Shoemaker, , Jeremy Shoemaker, Jeremy Shoemaker, , PA

C H

E

STR

EET

S.R. A-1-A

(OCEAN SHORE BLVD)

SITE BENCHMARK #102

1312+00 1313+00

1314+00 1315+00 1316+00 1317+00

1318+00

PC

: 1313+34.76

FM FM FM FM FM FM FM FM

FM

FM

FMFM

FM FM FM FM FM FM

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R .O

.W

R .O

.W

1312+00 1313+00

1314+00 1315+00 1316+00 1317+00

1318+00

PROPOSED 12"

PLUG VALVE

PROPOSED AIR

RELEASE VALVE

STA. 1316+08.93, 41.58,' R

PROPOSED AIR

RELEASE VALVE

STA. 1315+33.07, 42.94,' R

PROPOSED AIR

RELEASE VALVE

STA. 1314+31.23, 43.45,' R

PROPOSED AIR

RELEASE VALVE

STA. 1312+60.86, 40.77,' R

PROPOSED 12"

DUCTILE IRON

45° BEND

PROPOSED 12"

DUCTILE IRON

45° BEND

PROPOSED 12"

DUCTILE IRON

45° BEND

PROPOSED 12"

DUCTILE IRON

45° BEND

PROPOSED 12"

DUCTILE IRON

45° BEND

PROPOSED 12"

DUCTILE IRON

45° BEND

PROPOSED 12"

DUCTILE IRON

45° BEND

PROPOSED 12"

DUCTILE IRON

45° BEND PROPOSED 12"

DUCTILE IRON

45° BEND

PROPOSED 12"

DUCTILE IRON

45° BEND

PROPOSED 12"

DUCTILE IRON

45° BEND TO

14"x12" REDUCER

STA. 1316+32.49, 40.95' R

PROPOSED

12" PVC

FORCE MAIN

(429 L.F.)

PROPOSED 14" HDPE

DIRECTIONAL DRILL

FORCE MAIN (34 LF)

REMOVE & REPLACE

DRIVEWAY & SIDEWALK (CONC)

REMOVE & REPLACE

DRIVEWAY (CONC)

REMOVE & REPLACE

SIDEWALK (CONC)

E.O.P.

E.O.P.

E.O.P.

E.O.P.

E.O.P.

E.O.P.

E.O.P.

E.O.P.

E.O.P.

SIDEWALK (CONC)

SIDEWALK (CONC)

SIDEWALK (CONC)

SIDEWALK (CONC)

BORING

LOC.

AB-3

BORING

LOC.

AB-4

5.2'

REMOVE &

REPLACE

ROAD

(CONCRETE)

PROPOSED 12"

DUCTILE IRON

45° BEND

PROPOSED 12"

DUCTILE IRON

45° BEND

4.5'

PROPOSED 12"

DUCTILE IRON

45° BEND

PROPOSED 12"

DUCTILE IRON

45° BEND

PROPOSED AIR

RELEASE VALVE

STA. 1313+29.77, 42.18,' R

PROPOSED 12"

DUCTILE IRON

45° BEND

PROPOSED 12"

DUCTILE IRON

45° BEND

PROPOSED 12"

DUCTILE IRON

45° BEND

PROPOSED 12"

DUCTILE IRON

45° BEND

REMOVE & REPLACE

SIDEWALK (CONC)

(168 L.F.) DIRECTIONAL DRILL

14" HDPE FORCE MAIN

7'

9'

PROPOSED 12"

DUCTILE IRON

45° BEND

PROPOSED 12"

DUCTILE IRON

45° BEND

27'

23'

SCALE: 1" = 20' HORZ, 1" = 2' VERT

1312+00 1313+00 1314+00 1315+00 1316+00 1317+00 1318+00

N OCEANSHORE BLVD (SR A1A)

12"

PLUG

VALVE

AIR

RELEASE

VALVE

AIR RELEASE

VALVE

12" PLUG

VALVE

AIR RELEASE

VALVE

12" PLUG

VALVE

AIR RELEASE

VALVE

12" PLUG

VALVE

AIR

RELEASE

VALVE

12" DUCTILE IRON

45° BEND

12" DUCTILE IRON

45° BEND

12" DUCTILE IRON

45° BEND

12" DUCTILE IRON

45° BEND

12" DUCTILE IRON

45° BEND

12" PVC

FORCE MAIN

12" PVC

FORCE MAIN

12" PVC

FORCE

MAIN 12" PVC

FORCE MAIN

12" DUCTILE IRON

45° BEND12" PVC

FORCE MAIN

12" DUCTILE IRON

45° BEND

12" DUCTILE IRON

45° BEND

12" PVC

FORCE MAIN

12" DUCTILE IRON

45° BEND

12" DUCTILE IRON

45° BEND12" PVC

FORCE MAIN

12" DUCTILE IRON

45° BEND

12" PVC

FORCE MAIN

12" PVC

FORCE

MAIN

12" PVC

FORCE MAIN

12" DUCTILE IRON

45° BEND

12" DUCTILE IRON

45° BEND 12" DUCTILE IRON

45° BEND

12" DUCTILE IRON

45° BEND

12" DUCTILE IRON

45° BEND

12" DUCTILE IRON

45° BEND

12" DUCTILE IRON

45° BEND 12" DUCTILE IRON

45° BEND

EXISTING

UNDERGROUND

FIBER OPTIC LINE

(FIELD VERIFY

DEPTH PRIOR

TO CONSTRUCTION)

EXISTING UNDERGROUND

CATV LINE (FIELD VERIFY

DEPTH PRIOR TO CONSTRUCTION)

EXISTING UNDERGROUND

FIBER OPTIC LINE (FIELD VERIFY

DEPTH PRIOR TO CONSTRUCTION)

EXISTING

UNDERGROUND

FIBER OPTIC

LINE (FIELD

VERIFY DEPTH

PRIOR TO

CONSTRUCTION)

EXISTING UNDERGROUND

TELEPHONE LINE (FIELD VERIFY

DEPTH PRIOR TO CONSTRUCTION)

REMOVE &

REPLACE

EXISTING

DRIVEWAY

(CONCRETE)

REMOVE & REPLACE

EXISTING SIDEWALK (CONCRETE)

REMOVE &

REPLACE

EXISTING

DRIVEWAY

(CONCRETE)

REMOVE &

REPLACE

EXISTING

SIDEWALK

(CONCRETE)

REMOVE &

REPLACE

EXISTING

SIDEWALK

(CONCRETE)

REMOVE &

REPLACE

EXISTING

ROADWAY

(CONCRETE)

REMOVE & REPLACE

EXISTING SIDEWALK (CONCRETE)

EXISTING

DRIVEWAY

(CONCRETE)

EXISTING

DRIVEWAY

(CONCRETE)

12" DUCTILE IRON 45° BEND TO

14" X 12" DUCTILE IRON REDUCER

TRANSITION SLEEVE w/ STIFFENER

(SEE DETAILS SHEETS D1.0-D1.1)

DIRECTIONAL DRILL

14" HDPE FORCE MAIN

APPROX. EXISTING GRADE

OVER FORCE MAIN

RADIUS 30' (MIN.)

(VERTICAL)

ARC LENGTH 41' (MIN.)

12" PLUG

VALVE

EXIT POINT

12"

DUCTILE

IRON

45° BEND

APACHE

STREET

6' MIN.

COVER

3' MIN.

COVER

6' MIN.

COVER

3' MIN.

COVER

6' MIN.

COVER

3' M

IN

C O

VE

R

3' M

IN

C O

VE

R

3' M

IN

C O

VE

R

3' M

IN

C O

VE

R

3' M

IN

C O

VE

R

6' MIN.

COVER

3' M

IN

C O

VE

R

N

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com C 2026

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

BXLOGLQJ SWURQJHU CRPPXQLWLHV TRJHWKHU A1A SEWER FORCE MAIN

MALA COMPRA TO MARINELAND

City of Palm Coast

J. Shoemaker J. Shoemaker J. Pickett 11/24/25 P61291.1

Jason R. Kellogg

P.E. NO. 56952

520 Palm Coast Pkwy. SW, Suite 200 Palm Coast, FL 32137

Ph: 386.445.6569

JASON R. KELLOGG, State of Florida, Professional Engineer, License No. 56952

This item has been digitally signed and sealed by JASON R. KELLOGG on the date indicated here. Signature must be verified on any electronic copies.

CPH CONSULTING, LLC

A Full Service A & E Firm

Plans Prepared By: PLAN AND PROFILE A1A

STA 1312+00 TO STA 1318+00 C5.1

SILT FENCEBORING

LOCATION

REMOVE & REPLACE

DRIVEWAY

(CONC)

SIDEWALK

(CONC) BENCHMARK

M A

TC

H

L

IN

E

ST

A . 1

8+

R

EF

ER

T

O S

H T.

C 5.

M A

TC

H

LIN

E STA

. 1312+00 - R

EFER

TO

SH

T. C 5.0

AutoCAD SHX Text

(50' RIGHT-OF-WAY WIDTH PER MB 5, PG 69)

AutoCAD SHX Text

DENSE TREES

AutoCAD SHX Text

DENSE TREES

AutoCAD SHX Text

FLAG POLE

AutoCAD SHX Text

BING'S LANDING SIGN

AutoCAD SHX Text

FLAT GRATE INLET TOP ELEV = 8.04 SE INV ELEV = 5.62(18"RCP) BOTTOM ELEV = 4.7±

AutoCAD SHX Text FLAT GRATE INLET TOP ELEV = 8.44 SW INV ELEV = 6.24(18"RCP) NW INV ELEV = 5.77(18"RCP) SE INV ELEV = 6.02(CVSRCP) BOTTOM ELEV = 5.0±

AutoCAD SHX Text

INV ELEV = 6.09(18"RCP)

AutoCAD SHX Text

FLAT GRATE INLET TOP ELEV = 8.69 SE INV ELEV = 5.72(18"RCP) BOTTOM ELEV = 5.2±

AutoCAD SHX Text

DENSE TREES

AutoCAD SHX Text

DENSE TREES

AutoCAD SHX Text

DENSE TREES

AutoCAD SHX Text

DENSE TREES

AutoCAD SHX Text

DENSE TREES

AutoCAD SHX Text

DENSE TREES

AutoCAD SHX Text

(100' RIGHT-OF-WAY WIDTH PER FDOT R/W MAP NUMBER 73030-MISC SHEETS 1-26)

AutoCAD SHX Text PARCEL ID #40-10-31-3150-00000-0170 OWNER: FLAGLER COUNTY ADDRESS: 5896 N OCEAN SHORE BLVD PALM COAST, FL 32137 LOT 17 MB 3, PG 29

AutoCAD SHX Text PARCEL ID #40-10-31-3150-00000-0160 OWNER: FLAGLER COUNTY ADDRESS: 5900 N OCEAN SHORE BLVD PALM COAST, FL 32137 LOT 16 MB 3, PG 29

AutoCAD SHX Text PARCEL ID #40-10-31-3150-00000-0150 OWNER:HUTH ROGER D & BARBARA A DRUMMOND-HUTH ADDRESS: 5918 N OCEANSHORE BLVD PALM COAST, FL 32137 LOT 15 MB, 3, PG 29

AutoCAD SHX Text PARCEL ID #40-10-31-3150-00000-0140 OWNER:MPRH INVESTMENTS NO 4 LLC ADDRESS: 5922 N OCEAN SHORE BLVD PALM COAST, FL 32137 LOT 14 MB 3, PG 29

AutoCAD SHX Text PARCEL ID #40-10-31-3150-00000-0130 OWNER:BALIKER PAUL A ADDRESS: 5928 N OCEANSHORE BLVD PALM COAST, FL 32137 LOT 13 MB 3, PG 29

AutoCAD SHX Text PARCEL ID #40-10-31-3250-00140-0030 OWNER: ABSENTE 2 LLC ADDRESS: 5909 N OCEAN SHORE BLVD PALM COAST, FL 32137 ORB 1709, PG 1326

AutoCAD SHX Text PARCEL ID #40-10-31-3250-00140-0020 OWNER: ABSENTE 2 LLC ADDRESS: PALM COAST, FL 32137 ORB 1796, PG 1806

AutoCAD SHX Text PARCEL ID #40-10-31-3250-00140-0010 OWNER: ABSENTE 2 LLC ADDRESS: 5907 N OCEAN SHORE BLVD PALM COAST, FL 32137 ORB 1796, PG 1806

AutoCAD SHX Text PARCEL ID #40-10-31-3100-00120-0130 OWNER: PIESLEY KAREN L LIFE ESTATE ADDRESS: 5895 N OCEAN SHORE BLVD PALM COAST, FL 32137 ORB 2392, PG 961

AutoCAD SHX Text PARCEL ID #40-10-31-3100-00120-0120 OWNER: JACKSON SCOTT ADDRESS: 5891 N OCEAN SHORE BLVD PALM COAST, FL 32137 ORB 2599, PG 1386

AutoCAD SHX Text PARCEL ID #40-10-31-3100-00120-0090 OWNER: GRIGGS SUSAN LOUISE ADDRESS: 5883 N OCEANSHORE BLVD PALM COAST, FL 32137 ORB 2097, PG 808

AutoCAD SHX Text PARCEL ID #40-10-31-3100-00120-0090 OWNER: GRIGGS SUSAN LOUISE ADDRESS: 5883 N OCEANSHORE BLVD PALM COAST, FL 32137 ORB 2097, PG 808

AutoCAD SHX Text 50.00'

AutoCAD SHX Text

PED AHEAD SIGN

AutoCAD SHX Text

NO PASSING ZONE

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX…