Edgewater_Canal_Armoring_Full_Plans_12.13.23.pdf

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Attached to
CDBG-DR City of Edgewater Canal Armoring Construction
Solicitation number
26-B-19KW
Issued by
Volusia County, Florida

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This document is a 100% construction plans set prepared by Environmental Consulting & Technology, Inc. for the City of Edgewater, Florida, in coordination with Volusia County's Office of Recovery and Resiliency. The project encompasses canal armoring and restoration improvements for three canal systems: Unity-Vista Canal, Travelers-Umbrella Canal, and Indian River Boulevard Salinity Dam. The work involves erosion control measures, civil construction with retaining walls constructed from Keystone Compac III units, canal bottom armoring using Presto Geosystems Geoweb with aggregate infill, pipe extensions and replacements, headwall construction, and herbaceous plantings. The project area extends across multiple stations with detailed cross-sections, profiles, and typical details. The plans include comprehensive erosion and sediment control specifications with 6,750 linear feet of silt fence for the Unity-Vista project area, 1,700 linear feet for Travelers-Umbrella, and 140 linear feet for the salinity dam, along with floating turbidity barriers at designated locations. A pre-construction conference is required prior to commencement of work.

The project is funded through a U.S. Department of Housing and Urban Development Community Development Block Grant for Disaster Recovery (CDBG-DR) to support Volusia County's recovery efforts following Hurricane Ian damage in September 2022. Contractor responsibilities include furnishing all labor, equipment, fuel, and materials to complete the work in accordance with the approved construction plans and technical specifications, conforming to Florida Department of Transportation standards and the most current editions thereof. The contractor must provide as-built plans prepared by a Florida-licensed professional surveyor and mapper, maintain proper erosion control throughout construction, obtain all necessary permits from the City's Public Works Department, and restore any damaged paving, sidewalks, landscaping, and other site features to their original condition at no additional cost to the owner. All work must comply with City of Edgewater ordinances and various governmental agency regulations, and the contractor is solely responsible for implementing safety protocols and ensuring worker compliance with applicable safety regulations.

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Exhibit_P_-_FDEP_Permit_ST404_428086-001-SFG.pdf PDF
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Exhibit_H_-_Supplemental_Conditions.pdf PDF
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Exhibit_D_-_Plans.pdf PDF
Exhibit_C_-_Draft_Contract.pdf PDF
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Volusia County

CIVIL - SITE ENGINEERING - ECT, Inc.

Cover G01 General Notes G02 Control Sheet G03 Key Sheet C101 Erosion and Sediment Control Plan C102 Erosion and Sediment Control Details C201 - C209 Civil Plans - Unity-Vista Canal C210 - C212 Civil Plans - Travelers-Umbrella Canal C213 Civil Plans - Indian River Blvd Salinity Dam C214 Pipe Data Table C215 Structure Data Table L101-L109 Planting Plans - Unity-Vista Canal L110-L112 Planting Plans - Travelers-Umbrella Canal C301 Typical Cross Section 1: Keystone Standard & Geoweb C401 - C417 Cross Sections - Unity-Vista Canal C418 - C421 Cross Sections - Travelers-Umbrella Canal C422 Cross Sections - Indian River Blvd Salinity Dam C501 - 502 Details C503 Headwall Details C504 Headwall & Keystone Wall Details C505 Keystone Wall Details C506 Keystone Wall & Presto Geosystems Geoweb Details C507 Cable Concrete Details

Prepared for:

City of Edgewater

For information regarding this project contact: Brent Morris, P.E., bmorris@ectinc.com

100% PLANS

December 13, 2023

Travelers-Umbrella and Unity-Vista Canal Armoring Project

DRAWING INDEX

Project Location Map

NOT TO SCALE

APPROXIMATE

PROJECT LOCATION

DIRECTIONS TO SITE

From I-95, take Exit 244 and head east on Indian River Blvd. for 2.5 miles. Turn left (north) onto Travelers Palm Drive. The first project area is along the canal between Indian River Blvd. and 18th Street. For the second project area, head 0.15 miles west along Indian River Blvd. from Travelers Palm Drive, and turn onto Willow Oak Drive. After 0.55 miles, turn west onto 22nd Drive and reach the second canal after 0.20 miles. The project area consists of the canal between 22nd Street and Vista Palm Drive.

Mr. Randy Coslow, P.E.

Deputy Director of Environmental Services P.O. Box 100 Edgewater, FL 32132 Phone: (386) 424 - 2400, ext. 4007 Email: RCoslow@CityofEdgewater.org

Mayor: Diezel DePew City Council Member District 1: Charlotte Gillis City Council Member District 2: Gigi Bennington City Council Member District 3: Debbie Dolbow City Council Member District 4: Jonah Powers

N

CALL BEFORE YOU DIG

Project Vicinity Map

NOT TO SCALE

APPROXIMATE PROJECT LOCATIONS

N

Environmental Consulting & Technology, Inc.

ECT PROJECT # 22-0335

PREPARED BY:

707 E. 3rd Avenue New Smyrna Beach, FL, 32169 Phone: (386) 427 - 0694 www.ectinc.com

Environmental Consulting & Technology, Inc.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY:

BRENT MORRIS, P.E. #68233

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

I-95

INDIAN RIVER BLVD

MOSQUITO LAGOON

AQUATIC RESERVE

AutoCAD SHX Text %%uFlorida%%u

AutoCAD SHX Text Gulf of Mexico

AutoCAD SHX Text Atlantic

AutoCAD SHX Text Ocean

City of Edgewater

Canal Armoring

Restoration Projects

707 East Third Avenue New Smyrna Beach, Florida 32169

Phone: (386) 427-0694 www.ectinc.com

22-0335

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ECT PROJECT No.:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

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Environmental Consulting & Technology, Inc.

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Brent A. Morris No. 68233

04-14-2023

Date

Environmental Consulting & Technology, Inc.

GENERAL NOTES

G01

GENERAL NOTES

1. TOPOGRAPHIC SURVEY PROVIDED BY NIETO-WHITTAKER SURVEYING, LLC IN SURVEYS DATED 6/28/2022, 10/11/2022, AND 01/26/2023 , BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, FL EAST ZONE, NAD-83.

2. THE BENCHMARK VERTICAL DATUM USED FOR THESE PLANS IS BASED ON NAVD 88.

3. THE CONTRACTOR SHALL FURNISH LABOR, EQUIPMENT, FUEL, AND MATERIALS TO PERFORM ALL

OPERATIONS NECESSARY TO COMPLETE THIS WORK IN ACCORDANCE WITH PROVISIONS OF THIS

CONTRACT. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH AND CONFORM TO THE APPROVED

CONSTRUCTION PLANS, THE PROJECT SPECIFICATIONS, THE TRAVELERS-UMBRELLA CANAL AND

UNITY-VISTA CANAL ARMORING PROJECT TECHNICAL SPECIFICATIONS, THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (FDOT), 2023, THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS FOR ROAD CONSTRUCTION - FY

2022-2023, AND SUPPLEMENTS THERETO. IN CASE OF A DISCREPANCY OR CONFLICT, THE

SPECIFICATION TO FOLLOW WILL BE THE MOST STRINGENT AS DETERMINED BY THE ENGINEER OF

RECORD.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE A REVIEW OF THE SITE TO DETERMINE EXISTING CONDITIONS AND ANYTHING NOT COVERED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE OWNER'S REPRESENTATIVE AND SHALL NOT CONSTITUTE AN EXTRA, UNLESS APPROVED IN WRITING.

5. THE CONTRACTOR SHALL REPLACE, INCLUDED BUT NOT LIMITED TO, ALL PAVING, STABILIZED EARTH, DRIVEWAYS, SIDEWALKS, CURBS, LAWNS, SHRUBS, ETC., THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION, WITH THE SAME TYPE, SIZE AND QUALITY OF MATERIALS AND WORKMANSHIP AS

EXISTED PREVIOUSLY AT NO ADDITIONAL COST TO OWNER.

6. THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH THE REGULATIONS AND ORDINANCES OF THE CITY OF EDGEWATER AND OTHER VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION

OF THE WORK.

7. NO CHANGES TO THE WORK AS SHOWN ON THESE PLANS SHALL BE MADE WITHOUT PRIOR WRITTEN

APPROVAL BY THE ENGINEER OF RECORD.

8. CONTRACTOR SHALL CHECK ACTUAL SITE CONDITIONS PRIOR TO CONSTRUCTION. ANY NEED FOR CLARIFICATION OF PROPOSED IMPROVEMENTS OR FOR RESOLUTION OF DISCREPANCIES SHALL BE

IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD.

9. A PRE-CONSTRUCTION CONFERENCE SHALL BE REQUIRED. THE CONTRACTOR, ENGINEER OF RECORD, CITY PROJECT MANAGER, AND THE CITY INSPECTOR SHALL MEET PRIOR TO COMMENCEMENT OF SITE

CONSTRUCTION.

10. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAS BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE

LOCATION OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON LIMITED INVESTIGATION

TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED

LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE

POINTS HAVE NOT BEEN VERIFIED.

11. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY.THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES WITHIN THE LIMITS OF THE

PROJECT.

12. CONTRACTOR SHALL HAND EXCAVATE WHEN CONSTRUCTION IS WITHIN 2 FEET OF EXISTING UTILITIES.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING TEMPORARY TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH FDOT STANDARDS (INDEX 102, MAINTENANCE OF TRAFFIC) FOR THE SAFE MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES DURING THE DURATION OF

THE PROJECT.

14. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENCES AND BUSINESS ENTRANCES DURING

CONSTRUCTION OPERATIONS.

15. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH AND ENFORCE ALL

APPLICABLE SAFETY REGULATIONS.

16. ALL EXCAVATIONS SHALL BE REQUIRED TO CONFORM TO THE PROVISION AS PART III OF CHAPTER 553.60, F.S., AKA THE "TRENCH SAFETY ACT" TO PROTECT EXISTING PAVEMENT, STRUCTURES, FOUNDATIONS, AND CONSTRUCTION PERSONNEL DURING CONSTRUCTION OF THE PROJECT.

17. WORK BEING PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON THE SITE BY OTHER CONTRACTORS AND/OR UTILITY COMPANIES. IT WILL BE

NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE THEIR ACTIVITIES, WHERE

NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES.

18. ALL PERSONAL PROPERTY WITHIN THE RIGHT-OF-WAY NOT RELOCATED BY THE PROPERTY OWNER

SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AS NECESSARY TO CONSTRUCT THE

PROJECT IN ACCORDANCE WITH THE PLANS.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, STRUCTURES, AND

PROPERTY ON AND ADJACENT TO THE PROJECT AS A RESULT OF OR CAUSED BY CONSTRUCTION

ACTIVITIES.

20. ALL WORK WITHIN THE CITY OF EDGEWATER RIGHT-OF-WAY (ROW), SHALL COMPLY WITH THE

FOLLOWING:

a. ANY CONSTRUCTION IN THE CITY PUBLIC ROW WILL REQUIRE PERMITS FROM THE PUBLIC WORKS

DEPARTMENT PRIOR TO BEGINNING WORK. A MOT PERMIT IS REQUIRED FOR ANY ACTIVITY IN THE

ROW THAT EITHER DIRECTLY OR INDIRECTLY AFFECTS VEHICULAR OR PEDESTRIAN TRAFFIC.

b. THE METHOD AND MANNER OF PERFORMING THE WORK AND THE QUALITIES OF MATERIAL FOR CONSTRUCTION WITHIN THE ROW SHALL CONFORM TO THE REQUIREMENTS SPECIFIED BY THE CITY.

c. NO WORK SHALL BE DONE NOR MATERIALS USED IN THE ROW WITHOUT INSPECTION BY THE PUBLIC

WORKS DEPARTMENT (386-424-2476). THE CONTRACTOR/DEVELOPER SHALL FURNISH SAID

DEPARTMENT WITH EVERY REASONABLE FACILITY FOR ASCERTAINING WHETHER THE WORK

PERFORMED AND MATERIALS USED ARE IN ACCORDANCE WITH THE REQUIREMENTS AND INTENT OF

THE PLANS AND SPECIFICATIONS.

d. ALL REQUIRED BACKFILL WITHIN THE ROW SHALL BE DOCUMENTED WITHIN AN FDOT TYPE DENSITY LOG BOOK, COMPILED AND MAINTAINED BY THE CONTRACTOR AND AVAILABLE FOR REVIEW BY THE

INSPECTOR UPON REQUEST. THIS LOG BOOK SHALL BE TURNED OVER TO THE PUBLIC WORKS

DEPARTMENT FOR REVIEW AND ACCEPTANCE AS PART OF THE CLOSEOUT DOCUMENTS.

23. THE CONTRACTOR SHALL REMOVE ANY EXISTING IRRIGATION PIPES ENCOUNTERED DURING

CONSTRUCTION WITHIN THE RIGHT OF WAY. THE PIPES SHALL BE CUT AT THE RIGHT OF WAY LINE AND CAPPED. CONTRACTOR SHALL NOTIFY PROPERTY OWNERS AND COORDINATE PRIOR TO PERFORMING

THIS WORK.

24. ALL GEOTECHNICAL INFORMATION IS AVAILABLE TO THE CONTRACTOR UPON REQUEST. ADDITIONAL

TEST BORINGS AND EXPLORATORY INVESTIGATIONS MAY BE MADE BY THE CONTRACTOR AT THE

CONTRACTOR'S EXPENSE.

25. THE CONTRACTOR SHALL PREVENT THE DISCHARGE OF SEDIMENT INTO EXISTING OR NEW

STORMWATER FACILITIES DUE TO CONSTRUCTION OPERATIONS. APPROVED EROSION CONTROL

MEASURES SHALL BE INSTALLED TO PREVENT DISCHARGE OF SEDIMENT INTO SURFACE WATERS, WATERBODIES, AND ADJACENT PROPERTIES. ALL NEW AND EXISTING DRAIN PIPES SHALL BE FLUSHED

CLEAN PRIOR TO FINAL PAYMENT.

26. THE CONTRACTOR SHALL COMPLY WITH TURBIDITY CONTROL REQUIREMENTS OF PERMITS AS APPLICABLE TO PREVENT INCREASES IN TURBIDITY IN EXCESS OF WATER QUALITY STANDARDS.

27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A STAGING AREA TO STORE EQUIPMENT, SUPPLIES, &

MATERIALS, PROVIDE EMPLOYEE PARKING, ETC. FOR THE DURATION OF CONSTRUCTION OR AS

APPROVED BY THE CITY OF EDGEWATER. ANY PROPOSED STAGING AREAS WITHIN CITY ROW OR ON CITY PROPERTY WILL REQUIRE APPROVAL FROM THE CITY. THE CONTRACTOR SHALL DELINEATE THE LOCATION OF THE STAGING AREA ON THE RECORD DRAWINGS MAPS. CONTRACTOR SHALL IDENTIFY SAFETY, SECURITY AND RESTORATION MEASURES FOR ALL PROPOSED AREAS. COSTS ASSOCIATED

WITH THE USE OF THESE AREAS WILL BE INCLUDED UNDER MOBILIZATION.

28. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER BENCHMARKS ON-SITE. EXISTING

BENCH MARKS SCHEDULED FOR REMOVAL SHALL BE RELOCATED AT CONTRACTORS EXPENSE AND

RE-ESTABLISHED BY A FL LICENSED SURVEYOR.

29. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE

CONTRACTOR SHOULD NOTIFY THEIR FL LISCENSED AND REGISTERED SURVEYOR.

30. ALL WORK WITHIN OR ON CITY-OWNED OR MAINTAINED FACILITIES, ROW OR EASEMENT WILL REQUIRE AS-BUILT PLANS. AS-BUILT PLANS SHALL SHOW THE CONSTRUCTED CONDITIONS OF THE CITY-OWNED OR MAINTAINED AREA WITH SUFFICIENT DETAIL TO BE COMPARED TO THE CONSTRUCTION PLANS FOR

ACCURACY OF THE CONSTRUCTED FACILITIES, TO INCLUDE RECLAIMED WATER SYSTEM AND

ASSOCIATED STRUCTURES, AS WELL AS SITE HORIZONTAL CONTROL AND BENCHMARKS AND BE

PERFORMED BY A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER.

31. THE CONTRACTOR SHALL PROVIDE THE CITY WITH AS-BUILT PLANS OR RECORD DRAWINGS OF THE

CANAL IMPROVEMENTS AND ASSOCIATED STRUCTURES, MEETING THE MINIMUM TECHNICAL

STANDARDS PERFORMED AND PREPARED BY A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR

AND MAPPER PURSUANT TO CHAPTER 5-J17.052, FLORIDA ADMINISTRATIVE CODE.

32. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING RECORD DRAWINGS FOR CHANGES MADE DURING CONSTRUCTION. THE CONTRACTOR SHALL FILE AS-BUILT PLANS OR RECORD DRAWINGS WITH THE ENGINEER OF RECORD AND PUBLIC WORKS DEPARTMENT UPON COMPLETION OF ANY IMPROVEMENTS

FOR WHICH CHANGES HAVE BEEN APPROVED DURING THE CONSTRUCTION PROCESS. THE

REQUIREMENT FOR AN AS-BUILT PLAN OR RECORD DRAWING WILL BE DETERMINED ON A CASE BY CASE

BASIS, DEPENDING ON THE SCOPE OF THE CHANGES.

33. THE AS-BUILT SURVEY SHALL BE SUBMITTED ON PAPER COPY AND PROVIDED DIGITALLY ON USB TO THE ENGINEER OF RECORD AND CITY SAVED IN AN AUTODESK TRUSTED DWG FORMAT COMPATIBLE WITH AUTODESK CIVIL 3D 2023 (INCLUDING PREVIOUS VERSIONS). ADOBE PDF VERSIONS OF EACH DRAWING SHEET SHALL ALSO BE SUBMITTED DIGITALLY. THE COORDINATE SYSTEM FOR ALL RECORD DRAWINGS SHALL BE FLORIDA STATE PLANE COORDINATES, NAD-83 ZONE EAST US SURVEY FEET. VERTICAL COORDINATES SHALL BE REFERENCED TO THE NAVD 88 DATUM WITH ELEVATIONS GIVEN IN US SURVEY

FEET. THE COSTS FOR THE AS-BUILT SURVEY SHALL BE INCLUDED UNDER MOBILIZATION.

DEMOLITION

1. ENVIRONMENTAL CONTROLS SHALL BE USED AT LOCATIONS DESIGNATED IN THE PLANS, AND/OR

DESIGNATED BY THE BUILDING AND PERMITTING DEVELOPMENT SERVICE.

2. ALL EROSION CONTROL MEASURES SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT.

3. ALL TREES WITHIN THE PROJECT AREA IN CONFLICT WILL BE REMOVED.

PAVING, GRADING AND DRAINAGE GENERAL NOTES

1. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING TEMPORARY DRAINAGE AND MAINTENANCE

OF ALL EXISTING RUNOFF DISCHARGES DURING CONSTRUCTION TO AVOID THE TRANSPORT OF

SEDIMENT AND ERODIBLE SOILS UNTIL THE WORK HAS BEEN ACCEPTED BY THE CITY OF EDGEWATER.

2. EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS

OTHERWISE NOTED.

3. CONTRACTOR SHALL SUBMIT FOR REVIEW TO THE ENGINEER OF RECORD SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO BE USED ON THE SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE.

APPROVAL OF A SHOP DRAWING DOES NOT RELIEVE THE CONTRACTOR'S RESPONSIBILITY FOR THE

PERFORMANCE OF THE ITEM.

4. CONTRACTOR TO REFER TO PLAN AND PROFILES FOR HEADWALL LOCATION, TYPE, ORIENTATION, AND

INVERTS

5. PROPOSED HEADWALLS SPECIFIED AS MODIFIED ARE TO BE CONSTRUCTED ACCORDING TO THE PROPOSED CONDITIONS AND DIMENSIONS SHOWN ON PLANS. MODIFIED HEADWALLS BASED ON FDOT STANDARD PLANS: PIPE CULVERTS - END TREATMENTS. REFER TO FDOT DETAIL SHEETS FOR SKEWED

PIPE CONFIGURATION.

6. THE COST OF ALL TESTING OF COMPACTION AND OTHER REQUIRED TESTS SHALL BE PAID BY THE CONTRACTOR AND TESTING INFORMATION AND DENSITY LOG BOOKS MADE AVAILABLE TO THE CITY

INSPECTOR DURING SITE INSPECTIONS.

7. GENERAL CONTRACTOR TO CONTACT CITY INSPECTOR 48 HOURS IN ADVANCE PRIOR TO BACKFILLING

TRENCHES FOR FIELD INSPECTION AND PRIOR TO LAYING ASPHALT FOR FIELD INSPECTION.

8. ALL WELLS, CLEANOUTS, MANHOLE TOPS, PULL BOX COVERS AND OTHER UTILITY APPURTENANCES IN

THE AREA OF CONSTRUCTION SHALL BE PROTECTED AND TOPS ADJUSTED TO MATCH PROPOSED

GRADES. CONTRACTOR SHALL SAW CUT, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE

NEW PAVEMENT MEETS ANDY EXISTING PAVEMENT.

9. CONTRACTOR SHALL RESTORE ANY GRADES INSIDE OR OUTSIDE THE LIMITS OF CONSTRUCTION

DISTURBED DURING CONSTRUCTION.

10. SOD SHALL BE PLACED AROUND ALL STRUCTURES AS DIRECTED BY TECHNICAL SPECIFICATION 32 92 00

TURF AND GRASSES.

UTILITY GENERAL NOTES

1. THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS LISTED BELOW THROUGH SUNSHINE ONE CALL OF FLORIDA, INC (1-800-432-4770) TWO BUSINESS DAYS IN ADVANCE OF BEGINNING CONSTRUCTION ON THE

JOB SITE AS REQUIRED BY CHAPTER 556 OF THE FLORIDA STATUTES.

COMPANY NAME TELEPHONE

CITY OF EDGEWATER (SEWER, WATER) JUSTIN CHURCH, (386) 410-9669

LUMEN/CENTURYLINK (FIBER) NETWORK RELATIONS, (877) 366-8344

CHARTER COMMUNICATIONS (CATV) FLORIDA REGIONAL OPERATIONS CENTER, (800) 778-9140

CROWN CASTLE NG (FIBER) CROWN CASTLE FIBER NOC, (855) 933-4237 x1

FLORIDA POWER & LIGHT (ELECTRIC) USIC DISPATCH CENTER, (800) 779-9140

FLORIDA PUBLIC UTILITIES CO. (GAS) COLIN DUNN, (386) 785-4554

WIRE 3, LLC (FIBER) ROBERT BAUMGARTNER, (585) 734-0619

UNITI FIBER LLC (FIBER) BOB MENSCHING, (904) 718-8152

AT&T DISTRIBUTION (TELEPHONE) DINO FARRUGGIO, (561) 683-2729

2. LOCATE AND PROTECT GAS DURING ALL PHASES OF CONSTRUCTION.

3. EXISTING UTILITIES ARE TO REMAIN IN PLACE AND BE PROTECTED UNLESS NOTED OTHERWISE.

4. OVERHEAD POWER LINES ARE LOCATED WITHIN THE WORK AREA AND POSE AN ELECTROCUTION RISK.

OVERHEAD POWER LINE HAZARD WARNING SIGNS SHALL BE POSTED BY THE CONTRACTOR AND

REMAIN IN PLACE AT ALL TIMES DURING CONSTRUCTION OPERATIONS. ALL FPL ELECTRIC STRUCTURES AND ALL GUY WIRES AND ANCHORS WITHIN THE WORK AREA SHALL BE FLAGGED AND PROTECTED AT

ALL TIMES DURING DEMOLITION AND CONSTRUCTION OPERATIONS.

5. OSHA REQUIRES THAT EQUIPMENT BE KEPT AT LEAST 10 FEET AWAY FROM POWER LINES FROM --50 KV.

FOR 138KV LINES, OSHA MINIMUM APPROACH DISTANCE (OSHA 1926.1408 TABLE A) IS 15 FEET. CRANES AND DERRICKS ARE REQUIRED TO TAKE ADDITIONAL STEPS BEFORE BEGINNING SEE OSHA STANDARDS 29 CFR 1926.1400 EFFECTIVE NOV. 8, 2010. IF IN DOUBT AND A LINE OUTAGE IS REQUIRED DURING

CONSTRUCTION, PLEASE FORWARD REQUESTS IN WRITING WITH AT LEAST 30 DAYS NOTICE.

TRAFFIC CONTROL NOTES

1. A MAINTENANCE OF TRAFFIC PLAN SHALL BE PROVIDED TO THE CITY OF EDGEWATER TWO (2) WEEKS PRIOR TO MOBILIZATION FOR REVIEW AND APPROVAL. THE MAINTENANCE OF TRAFFIC PLAN SHALL

INCLUDE A SCHEDULE FOR ANY FULL OR PARTIAL RESIDENTIAL LANE CLOSURES.

LANDSCAPING NOTES

1. ALL SLOPES STEEPER THAN 3:1 ARE REQUIRED TO BE SODDED.

FOR BID ONLY

12/13/2023 3:50 PM by Rami Herzellah by Rami HerzellahRami Herzellah

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Canal Armoring

Restoration Projects

707 East Third Avenue New Smyrna Beach, Florida 32169

Phone: (386) 427-0694 www.ectinc.com

22-0335

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DESIGNED BY:

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APPROVED BY:

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Environmental Consulting & Technology, Inc.

CALL BEFORE YOU DIG

Brent A. Morris No. 68233

04-14-2023

Date

Environmental Consulting & Technology, Inc.

CONTROL SHEET

G02

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UNITY-VISTA CANAL TRAVELERS-UMBRELLA CANAL

INDIAN RIVER BLVD

SALINITY DAM

BEGIN UNITY VISTA CANAL

STATION = 100+00.00

NORTHING = 1677523.5732

EASTING = 684457.1353

END UNITY-VISTA CANAL

STATION = 133+93.48

NORTHING = 1680479.3456

EASTING = 683137.5692

BEGIN UNITY-VISTA LATERAL CANAL

STATION = 300+00.00

UNITY VISTA CANAL

STATION = 104+00.52

NORTHING = 1677689.2257

EASTING = 684220.6383

END UNITY-VISTA LATERAL CANAL

STA 301+39.68

NORTHING = 1677638.6874

EASTING = 684090.4187

BEGIN TRAVELERS-UMBRELLA CANAL

STATION = 500+00.00

NORTHING = 1683861.4137

EASTING = 683757.1897

END TRAVELERS-UMBRELLA CANAL

STATION = 509+18.02

NORTHING = 1684622.8744

EASTING = 683639.6368

BEGIN INDIAN RIVER BLVD CANAL STATION = 600+00.00

NORTHING = 1686512.7962

EASTING = 690172.8197

END INDIAN RIVER BLVD CANAL

STATION = 600+97.94

NORTHING = 1686521.7643

EASTING = 690270.3437

SCALE: 1" = ' @

50 100 200

22 X 34100

N

SCALE: 1" = ' @

20 40 80

22 X 3440

N

SCALE: 1" = ' @

100 200 400

22 X 34200

FOR BID ONLY

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LOT 2082

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25.0' WIDE PLATTED EASEMENT

AutoCAD SHX Text 4.791

AutoCAD SHX Text 6.416

AutoCAD SHX Text 6.983

AutoCAD SHX Text 5.0

AutoCAD SHX Text 4.5

AutoCAD SHX Text 2.4

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AutoCAD SHX Text -0.21

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AutoCAD SHX Text 4.84

AutoCAD SHX Text 4.87

AutoCAD SHX Text 4.84

AutoCAD SHX Text 4.82

AutoCAD SHX Text -0.55

AutoCAD SHX Text -0.61

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AutoCAD SHX Text 3.3

AutoCAD SHX Text 2.7

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AutoCAD SHX Text 8.3

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AutoCAD SHX Text -0.151

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AutoCAD SHX Text 5.2

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AutoCAD SHX Text 5.216

AutoCAD SHX Text 6.33

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AutoCAD SHX Text 5.90

AutoCAD SHX Text 5.79

AutoCAD SHX Text 5.76

AutoCAD SHX Text 5.89

AutoCAD SHX Text 5.91

AutoCAD SHX Text 5.90

AutoCAD SHX Text 5.95

AutoCAD SHX Text 6.38

AutoCAD SHX Text 6.33

AutoCAD SHX Text 6.42

AutoCAD SHX Text 6.47

AutoCAD SHX Text 6.22

AutoCAD SHX Text 5.98

AutoCAD SHX Text 5.95

AutoCAD SHX Text 5.91

AutoCAD SHX Text 5.87

AutoCAD SHX Text 6.45

AutoCAD SHX Text 6.442

AutoCAD SHX Text 6.52

AutoCAD SHX Text 6.53

AutoCAD SHX Text 6.61

AutoCAD SHX Text 6.66

AutoCAD SHX Text 6.80

AutoCAD SHX Text 6.69

AutoCAD SHX Text 7.17

AutoCAD SHX Text 7.13

AutoCAD SHX Text 6.87

AutoCAD SHX Text 6.69

AutoCAD SHX Text 6.63

AutoCAD SHX Text 6.56

AutoCAD SHX Text 6.7

AutoCAD SHX Text 6.6

AutoCAD SHX Text 6.6

AutoCAD SHX Text 6.7

AutoCAD SHX Text 6.7

AutoCAD SHX Text 6.8

AutoCAD SHX Text 4.9

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AutoCAD SHX Text 6.3

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AutoCAD SHX Text 6.9

AutoCAD SHX Text 6.7

AutoCAD SHX Text 6.9

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AutoCAD SHX Text 5.8

AutoCAD SHX Text 3.1

AutoCAD SHX Text 0.6

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AutoCAD SHX Text 0.443

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AutoCAD SHX Text -0.2

AutoCAD SHX Text 2.30

AutoCAD SHX Text 2.26

AutoCAD SHX Text 4.80

AutoCAD SHX Text 4.80

AutoCAD SHX Text 4.80

AutoCAD SHX Text 4.79

AutoCAD SHX Text 2.23

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AutoCAD SHX Text 4.3

AutoCAD SHX Text 7.6

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AutoCAD SHX Text 7.7

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AutoCAD SHX Text 6.2

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AutoCAD SHX Text 5.9

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SEWER MANHOLE RIM ELV: 6.44

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SIGN(S)

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CONC CULVERT TOP ELV: 4.82 BOT ELV: -2.25

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CONC CULVERT TOP ELV: 4.84 BOTTOM COVERED WITH DIRT

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HEAD WALL

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HEAD WALL

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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6.00' CONC WALK

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6.00' CONC WALK

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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EDGE OF WATER

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EDGE OF WATER

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EDGE OF WATER

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S RIVERSIDE DRIVE

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E INDIAN RIVER BLVD

AutoCAD SHX Text

TBM#1 3" DISK ON HEADWALL ELV: 4.79

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TBM#2 CPH NAIL & DISK LB 7143 ELV: 6.43

AutoCAD SHX Text 01-26-23

AutoCAD SHX Text 01-26-23

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TOP OF WATER ELV: 0.44

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LIMITS OF DAMAGED CONC RIPRAP LIMITS

12/13/2023 3:50 PM by Rami Herzellah by Rami HerzellahRami Herzellah

SIXTH ST

TWENTY SECOND ST

UN

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INDIAN RIVER BLVD

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City of Edgewater

Canal Armoring

Restoration Projects

707 East Third Avenue New Smyrna Beach, Florida 32169

Phone: (386) 427-0694 www.ectinc.com

22-0335

MA / KG

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ECT PROJECT No.:

DESIGNED BY:

DRAWN BY:

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Environmental Consulting & Technology, Inc.

CALL BEFORE YOU DIG

Brent A. Morris No. 68233

04-14-2023

Date

Environmental Consulting & Technology, Inc.

KEY SHEET

G03

C101

C201

C202

C202

C203

C203

C204

C204

C205

C205

C206

C206

C207

C208 C207

C209

C210

C210

C211 C212C211

C213

UNITY-VISTA CANAL TRAVELERS-UMBRELLA CANAL

INDIAN RIVER BLVD

SALINITY DAM

N

SCALE: 1" = ' @

50 100 200

22 X 34100

N

SCALE: 1" = ' @

20 40 80

22 X 3440

N

SCALE: 1" = ' @

100 200 400

22 X 34200

FOR BID ONLY

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LOT 11994

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40.0' DRAINAGE EASEMENT

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LOT 12248

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BLOCK 121

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BLOCK 122

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RESERVED FOR DRAINAGE (PER PLAT)

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RESERVED FOR DRAINAGE

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LOT 2082

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25.0' WIDE PLATTED EASEMENT

AutoCAD SHX Text 4.791

AutoCAD SHX Text 6.416

AutoCAD SHX Text 6.983

AutoCAD SHX Text 5.0

AutoCAD SHX Text 4.5

AutoCAD SHX Text 2.4

AutoCAD SHX Text 3.2

AutoCAD SHX Text -0.21

AutoCAD SHX Text -0.19

AutoCAD SHX Text -0.1

AutoCAD SHX Text 4.84

AutoCAD SHX Text 4.87

AutoCAD SHX Text 4.84

AutoCAD SHX Text 4.82

AutoCAD SHX Text -0.55

AutoCAD SHX Text -0.61

AutoCAD SHX Text 0.4

AutoCAD SHX Text 3.3

AutoCAD SHX Text 2.7

AutoCAD SHX Text 4.4

AutoCAD SHX Text 5.1

AutoCAD SHX Text 4.6

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AutoCAD SHX Text 4.1

AutoCAD SHX Text 8.3

AutoCAD SHX Text 8.3

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AutoCAD SHX Text 0.1

AutoCAD SHX Text -0.151

AutoCAD SHX Text 0.2

AutoCAD SHX Text 0.8

AutoCAD SHX Text -0.2

AutoCAD SHX Text -0.1

AutoCAD SHX Text -0.1

AutoCAD SHX Text 5.2

AutoCAD SHX Text 5.9

AutoCAD SHX Text 5.6

AutoCAD SHX Text 5.8

AutoCAD SHX Text 6.0

AutoCAD SHX Text 5.4

AutoCAD SHX Text 4.7

AutoCAD SHX Text 4.6

AutoCAD SHX Text 6.3

AutoCAD SHX Text 5.6

AutoCAD SHX Text 5.6

AutoCAD SHX Text 4.9

AutoCAD SHX Text 4.9

AutoCAD SHX Text 5.022

AutoCAD SHX Text 5.216

AutoCAD SHX Text 6.33

AutoCAD SHX Text 6.41

AutoCAD SHX Text 6.46

AutoCAD SHX Text 6.32

AutoCAD SHX Text 6.10

AutoCAD SHX Text 5.90

AutoCAD SHX Text 5.79

AutoCAD SHX Text 5.76

AutoCAD SHX Text 5.89

AutoCAD SHX Text 5.91

AutoCAD SHX Text 5.90

AutoCAD SHX Text 5.95

AutoCAD SHX Text 6.38

AutoCAD SHX Text 6.33

AutoCAD SHX Text 6.42

AutoCAD SHX Text 6.47

AutoCAD SHX Text 6.22

AutoCAD SHX Text 5.98

AutoCAD SHX Text 5.95

AutoCAD SHX Text 5.91

AutoCAD SHX Text 5.87

AutoCAD SHX Text 6.45

AutoCAD SHX Text 6.442

AutoCAD SHX Text 6.52

AutoCAD SHX Text 6.53

AutoCAD SHX Text 6.61

AutoCAD SHX Text 6.66

AutoCAD SHX Text 6.80

AutoCAD SHX Text 6.69

AutoCAD SHX Text 7.17

AutoCAD SHX Text 7.13

AutoCAD SHX Text 6.87

AutoCAD SHX Text 6.69

AutoCAD SHX Text 6.63

AutoCAD SHX Text 6.56

AutoCAD SHX Text 6.7

AutoCAD SHX Text 6.6

AutoCAD SHX Text 6.6

AutoCAD SHX Text 6.7

AutoCAD SHX Text 6.7

AutoCAD SHX Text 6.8

AutoCAD SHX Text 4.9

AutoCAD SHX Text 4.7

AutoCAD SHX Text 4.8

AutoCAD SHX Text 6.3

AutoCAD SHX Text 6.3

AutoCAD SHX Text 6.9

AutoCAD SHX Text 6.7

AutoCAD SHX Text 6.9

AutoCAD SHX Text 6.3

AutoCAD SHX Text 5.8

AutoCAD SHX Text 3.1

AutoCAD SHX Text 0.6

AutoCAD SHX Text 2.7

AutoCAD SHX Text 6.0

AutoCAD SHX Text 6.1

AutoCAD SHX Text 6.9

AutoCAD SHX Text 7.1

AutoCAD SHX Text 6.0

AutoCAD SHX Text 2.9

AutoCAD SHX Text 1.6

AutoCAD SHX Text 0.4

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AutoCAD SHX Text 0.4

AutoCAD SHX Text 0.443

AutoCAD SHX Text 0.4

AutoCAD SHX Text 0.4

AutoCAD SHX Text 0.5

AutoCAD SHX Text -0.2

AutoCAD SHX Text 2.30

AutoCAD SHX Text 2.26

AutoCAD SHX Text 4.80

AutoCAD SHX Text 4.80

AutoCAD SHX Text 4.80

AutoCAD SHX Text 4.79

AutoCAD SHX Text 2.23

AutoCAD SHX Text 2.23

AutoCAD SHX Text 2.2

AutoCAD SHX Text 4.3

AutoCAD SHX Text 7.6

AutoCAD SHX Text 7.6

AutoCAD SHX Text 8.2

AutoCAD SHX Text 8.4

AutoCAD SHX Text 4.8

AutoCAD SHX Text 0.6

AutoCAD SHX Text 0.4

AutoCAD SHX Text 0.5

AutoCAD SHX Text -0.0

AutoCAD SHX Text -0.3

AutoCAD SHX Text 0.3

AutoCAD SHX Text 4.2

AutoCAD SHX Text 7.7

AutoCAD SHX Text 7.4

AutoCAD SHX Text 4.8

AutoCAD SHX Text 6.2

AutoCAD SHX Text 7.2

AutoCAD SHX Text 7.1

AutoCAD SHX Text 6.9

AutoCAD SHX Text 6.8

AutoCAD SHX Text 6.455

AutoCAD SHX Text 4.9

AutoCAD SHX Text 2.8

AutoCAD SHX Text 0.1

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AutoCAD SHX Text 4.786

AutoCAD SHX Text 5.8

AutoCAD SHX Text 5.5

AutoCAD SHX Text 5.7

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AutoCAD SHX Text -4.6

AutoCAD SHX Text -3.9

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AutoCAD SHX Text -2.2

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AutoCAD SHX Text -2.0

AutoCAD SHX Text -3.6

AutoCAD SHX Text -3.6

AutoCAD SHX Text 6.432

AutoCAD SHX Text 4.790

AutoCAD SHX Text 5.028

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AutoCAD SHX Text 0.5

AutoCAD SHX Text 0.3

AutoCAD SHX Text -0.1

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AutoCAD SHX Text -1.8

AutoCAD SHX Text -1.8

AutoCAD SHX Text -2.1

AutoCAD SHX Text -1.6

AutoCAD SHX Text -2.1

AutoCAD SHX Text -2.3

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AutoCAD SHX Text -2.6

AutoCAD SHX Text -1.4

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AutoCAD SHX Text -2.8

AutoCAD SHX Text -2.3

AutoCAD SHX Text -1.6

AutoCAD SHX Text -1.9

AutoCAD SHX Text -2.3

AutoCAD SHX Text -2.4

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AutoCAD SHX Text -2.1

AutoCAD SHX Text -2.2

AutoCAD SHX Text -1.8

AutoCAD SHX Text -1.7

AutoCAD SHX Text -1.2

AutoCAD SHX Text 12.004

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AutoCAD SHX Text 5.9

AutoCAD SHX Text S

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SEWER MANHOLE RIM ELV: 6.44

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SIGN(S)

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CONC CULVERT TOP ELV: 4.82 BOT ELV: -2.25

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CONC CULVERT TOP ELV: 4.84 BOTTOM COVERED WITH DIRT

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HEAD WALL

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HEAD WALL

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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6.00' CONC WALK

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6.00' CONC WALK

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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EDGE OF WATER

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EDGE OF WATER

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EDGE OF WATER

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EDGE OF WATER

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S RIVERSIDE DRIVE

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E INDIAN RIVER BLVD

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TBM#1 3" DISK ON HEADWALL ELV: 4.79

AutoCAD SHX Text

TBM#2 CPH NAIL & DISK LB 7143 ELV: 6.43

AutoCAD SHX Text 01-26-23

AutoCAD SHX Text 01-26-23

AutoCAD SHX Text 01-26-23

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TOP OF WATER ELV: 0.44

AutoCAD SHX Text

LIMITS OF DAMAGED CONC RIPRAP LIMITS

12/13/2023 3:51 PM by Rami Herzellah by Rami HerzellahRami Herzellah

SIXTH ST

TWENTY SECOND ST

UN

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INDIAN RIVER BLVD

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City of Edgewater

Canal Armoring

Restoration Projects

707 East Third Avenue New Smyrna Beach, Florida 32169

Phone: (386) 427-0694 www.ectinc.com

22-0335

MA / KG

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ECT PROJECT No.:

DESIGNED BY:

DRAWN BY:

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APPROVED BY:

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Environmental Consulting & Technology, Inc.

CALL BEFORE YOU DIG

Brent A. Morris No. 68233

04-14-2023

Date

Environmental Consulting & Technology, Inc.

EROSION AND

SEDIMENT

CONTROL PLAN

C101

UNITY-VISTA CANAL TRAVELERS-UMBRELLA CANAL

INDIAN RIVER BLVD

SALINITY DAM

N

SCALE: 1" = ' @

50 100 200

22 X 34100

N

SCALE: 1" = ' @

20 40 80

22 X 3440

N

SCALE: 1" = ' @

100 200 400

22 X 34200

6,750 LF OF SILT FENCE AROUND

UNITY VISTA PROJECT AREA

SEE SHEET C102

80 TOTAL LF OF SILT

FENCE ALONG BOTH SIDES

OF DRAINAGE EASEMENT

SEE SHEET C102

30 LF OF FLOATING

TURBIDITY BARRIER

SEE SHEET C102

1,700 LF OF SILT FENCE AROUND

TRAVELERS-UMBRELLA

PROJECT AREA

SEE SHEET C102

80 TOTAL LF OF SILT

FENCE ALONG BOTH SIDES

OF DRAINAGE EASEMENT

SEE SHEET C102

30 LF OF FLOATING

TURBIDITY BARRIER

SEE SHEET C102

140 LF OF SILT FENCE

SALINITY DAM PROJECT AREA

SEE SHEET C102

30 LF OF FLOATING

TURBIDITY BARRIER

SEE SHEET C102

FOR BID ONLY

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40.0' DRAINAGE EASEMENT

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LOT 2095

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LOT 2084

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LO…

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