6-7.0-Craig Park Phase 1 Plans - Sealed.pdf

PINELLAS COUNTY MAP

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GANDY BRIDGE

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COURTNEY CAMPBELL CAUSEWAY

CRAIG PARK

CITY OF TARPON SPRINGS

FOR:

PINELLAS COUNTY, FLORIDA

LOCATION MAP

SCALE: N.T.S.

PROJECT

LOCATION

CONTRACTOR TO REFERENCE THE FOLLOWING FOR CONSTRUCTION OF THIS PROJECT.

· TOPOGRAPHIC SURVEY: SUNCOAST LAND SURVEYING, INC. DATED: MAY 26, 2023 P: 813-854-1342

· GEOTECHNICAL REPORT: TIERRA SOUTH FLORIDA, INC. DATED: JUNE 22, 2023 P: 813-993-0093

REFERENCES

AGENCY APPROVALS

AGENCY PERMIT TYPE ISSUEDNUMBER EXPIRATION

PINELLAS COUNTY DREDGE & FILL

SWFWMD

USACE NATIONWIDE PERMIT

SCALE: N.T.S.

SECTION 12 - TOWNSHIP 27 - RANGE 15 EAST

324 E. PINE STREET

TARPON SPRINGS, FL 34689

5 BEEKMAN LANE

PROJECT

LOCATION

SEAWALL REPLACEMENT - PHASE 1

CIVIL PLANS

DRAWING NO. SHEET TITLE

C1.00 COVER SHEET

C1.01 GENERAL NOTES

C3.00 GENERAL PLAN

C1.02 STORMWATER POLLUTION PREVENTION PLAN

C1.03 EROSION CONTROL

ORIGINAL SHEET - ANSI D (22x34)

Permit-Seal

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Christopher P. Gamache, PE Lic. No.: 82122

THE OFFICIAL RECORD OF THIS SHEET IS THE

ELECTRONIC FILE DIGITALLY SIGNED AND SEALED

UNDER RULE 61G15-23.004, F.A.C.

215618198

SHEET NO.

C1.00

C O

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SH

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N/A

C3.01 TYPICAL SECTIONS (1 OF 4)6

EXEMPTION

GOVERNING STANDARD PLANS:

FLORIDA DEPARTMENT OF TRANSPORTATION, FY2024-25 STANDARD PLANS FOR ROAD

AND BRIDGE CONSTRUCTION AVAILABLE AT THE FOLLOWING WEBSITE:

http://www.fdot.gov/design/standardplans

GOVERNING STANDARD SPECIFICATIONS:

FLORIDA DEPARTMENT OF TRANSPORTATION, FY2024-25 STANDARD SPECIFICATIONS

FOR ROAD AND BRIDGE CONSTRUCTION AVAILABLE AT THE FOLLOWING WEBSITE:

http://www.fdot.gov/programmanagement/Implemented/SpecBooks

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

STATE OF

No.

P R O

FESSIONAL ENGIN

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OP+ER P. GA0A

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FLORIDA

82122

LICENSE

12/1/2024876640 N/A

11/15/2024WND-23-00742 11/15/2025

11/29/2024SAJ-2023-01746 3/14/2026

C3.02 TYPICAL SECTIONS (2 OF 4)7

C3.03 TYPICAL SECTIONS (3 OF 4)8

C3.04 TYPICAL SECTIONS (4 OF 4)9

C3.05 MISCELLANEOUS DETAILS10

C3.06 TYPICAL MASONRY BLOCK WALL DETAILS11

C3.07 CURB AND SIDEWALK12

LANDSCAPE PLANS

DRAWING NO. SHEET TITLE

L1.00 LANDSCAPE - GENERAL NOTES

L2.00 PAVEMENT GRADING PLAN

L5.00 LANDSCAPE PLAN

L3.00 HARDSCAPE PLAN & SCHEDULE

L4.00 HARDSCAPE DETAILS

SHEET NO.

L6.00 LANDSCAPE DETAILS18

ORIGINAL SHEET - ANSI D (22x34)

Permit-Seal

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Christopher P. Gamache, PE Lic. No.: 82122

THE OFFICIAL RECORD OF THIS SHEET IS THE

ELECTRONIC FILE DIGITALLY SIGNED AND SEALED

UNDER RULE 61G15-23.004, F.A.C.

215618198

18 2

C1.01

G

EN

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N/A

SEQUENCE OF MAJOR ACTIVITIES

CONTROLS

EROSION AND SEDIMENT CONTROLS

STABILIZATION PRACTICES:

WIND EROSION STABILIZATION

TEMPORARY STABILIZATION

STRUCTURAL PRACTICES

STAKED SILT FENCES

STORM WATER MANAGEMENT

PERMANENT STABILIZATION

WASTE MATERIALS

HAZARDOUS WASTE

SANITARY WASTE

OFFSITE VEHICLE TRACKING

TIMING OF CONTROL MEASURES

MAINTENANCE INSPECTION PROCEDURES

NON-STORM WATER DISCHARGES

INVENTORY FOR POLLUTION PREVENTION PLAN

CONCRETE FERTILIZERS

SPILL PREVENTION

MATERIAL MANAGEMENT PRACTICES

GOOD HOUSEKEEPING:

DETERGENTS PETROLEUM BASED PRODUCTS AND FUELS

TAR

SAND

CLEANING SOLVENTS

STONE

WOOD

PETROLEUM PRODUCTS:

FERTILIZERS:

CONCRETE TRUCKS:

POLLUTION PREVENTION PLAN CERTIFICATION

CONTRACTOR'S AND ENGINEER'S CERTIFICATION

SIGNATURE: FOR: RESPONSIBLE FOR:

NAME: COMPANY:

TITLE: ADDRESS:

GENERAL

CONTRACTOR

DATE: PHONE:

OWNER: CITY OF TARPON SPRINGS

SIGNED:

ADDRESS:

DATE:

APPLICANT AUTHORIZED AGENT:

STORMWATER POLLUTION PREVENTION PLAN

SEDIMENT BASINS

WETLAND MITIGATION

NOTICE OF INTENT (NOI)

KEY PROVISIONS

WATER MANAGEMENT DISTRICT - KEY PROVISIONS

NAME: CHRISTOPHER P. GAMACHE, P.E.

TITLE: PROJECT MANGER

CERTIFIED ENGINEER

COMPANY: STANTEC

380 PARK PLACE BLVD., SUITE 300

CLEARWATER, FL 33759

PHONE: 727-531-1553

USE BEST MANAGEMENT PRACTICES (BMPs) DURING AND AFTER CONSTRUCTION TO MINIMIZE EROSION

AND SEDIMENTATION AND TO PROPERLY MANAGE RUNOFF FOR BOTH STORMWATER QUANTITY AND

QUALITY. CONTRACTOR TO ADHERE TO FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EROSION AND SEDIMENTATION CONTROL MANUAL.

BEFORE SITE DISTURBANCE OCCURS, PERIMETER CONTROLS, SEDIMENT TRAPS, BASINS, AND

DIVERSIONS MUST BE SET IN PLACE BY THE CONTRACTOR TO CONTROL RUNOFF AND CAPTURE

SEDIMENTS. THE CONTRACTOR IS REQUIRED TO REVIEW THE SITE SPECIFIC EROSION CONTROL PLAN AS

SHOWN ON THE CONSTRUCTION DOCUMENTS.

THE CONTRACTOR MAY ALSO BE REQUIRED TO MODIFY THE PLAN OR MATERIALS TO ADAPT TO

SEASONAL VARIATIONS OR SITE CONDITIONS. CONTRACTOR WILL COMPLY WITH EROSION CONTROL PLAN AND DETAILS. ANY MODIFICATIONS TO THIS PLAN MUST BE SIGNED BY A PROFESSIONAL ENGINEER REPRESENTING THE CONTRACTOR. CONTRACTOR SHALL REMOVE ALL SEDIMENT THAT HAS MIGRATED OFF-SITE. THE EROSION CONTROL DEVISES FOR THESE ACTIVITIES ARE SPECIFIED IN THE PLANS AND

ACCORDING TO "DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY

OPERATIONS ON THE STATE HIGHWAY SYSTEM (CURRENT EDITION), SECTION 104. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF ADDITIONAL CONTROLS ARE NEEDED AND DEPLOYMENT SCHEDULES

FOR THE IMPLEMENTATION OF ALL EROSION CONTROL DEVICES.

THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE PERMITTING AGENCY IN WRITING IF ANY HAZARDOUS

WASTE MATERIAL IS ENCOUNTERED DURING SITE INVESTIGATION AND CONSTRUCTION.

THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR NOTIFYING THE DEPARTMENT OF ENVIRONMENTAL

PROTECTION (FDEP) WITHIN 24 HOURS OF DISCOVERY.

THE CONTRACTOR SHALL PROVIDE LITTER CONTROL AND COLLECTION WITHIN THE PROJECT BOUNDARIES DURING CONSTRUCTION ACTIVITIES. ANY CHEMICAL CONTAINERS SHALL BE DISPOSED OF BY THE CONTRACTOR ACCORDING TO EPA'S STANDARD PRACTICES AS DETAILED BY THE MANUFACTURER. NO SOLID MATERIALS INCLUDING BUILDING & CONSTRUCTION MATERIALS SHALL BE DISCHARGE TO

ADJACENT WATERWAYS OR WETLANDS OR BURIED ON SITE.

MAINTENANCE AND INSPECTION

ALL OF THE CONTROLS SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES THROUGHOUT THE

CONSTRUCTION PHASE OF THE PROJECT. MAINTENANCE SHALL BE IN ACCORDANCE WITH LOCAL

GOVERNMENT AGENCY TECHNICAL SPECIFICATIONS, AND THE PROJECT CONSTRUCTION CONTRACT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING THE FDEP NPDES / STORMWATER

POLLUTION PREVENTION PLAN (SWPPP) CONSTRUCTION INSPECTION REPORT AFTER ANY 1/2 INCH RAINFALL OR WEEKLY IF NO RAIN EVENT OCCURRED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN RAIN GAUGES ON THE PROJECT SITE AND RECORD WEEKLY RAIN FALL. CONTRACTOR SHALL

ALSO COMPLETE THE NPDES COMPLIANCE CHECKLIST FOR CONSTRUCTION SITES.

1. PAVEMENT WASH WATERS (WHERE NO SPILL OR LEAKS OF TOXIC OR VEHICLE AND HAZARDOUS

MATERIALS HAVE OCCURRED.

2. UNCONTAMINATED GROUNDWATER FROM DEWATERING ACTIVITIES

ALL NON-STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO

DISCHARGE OR AS DIRECTED BY THE ENGINEER. IF CONTAMINATED SOIL OR GROUNDWATER IS

ENCOUNTERED, THE CONTRACTOR MUST NOTIFY THE OWNER AND ENGINEER.

THE CONTRACTOR MUST IDENTIFY A DESIGNATED FUEL TANK STORAGE AREA, AWAY FROM DRAINAGE STRUCTURES, PONDS, BASINS, WATERWAYS, AND WETLANDS, WITH SECONDARY CONTAINMENT (SPILL

COLLECTION).

SPILL CONTROL PRACTICES

FL. REG. NO. 82122

IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIALS MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL

PREVENTION AND CLEANUP:

* MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND

SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE

INFORMATION CLEANUP SUPPLIES.

*ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.

*THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE

PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE.

*SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR

LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE.

*THE SPILL PREVENTION PLAN WILL BE PREPARED BY THE CONTRACTOR AND KEPT IN THE

CONSTRUCTION OFFICE TRAILER AND WILL INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE ARE OTHERS. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. ALL SPILLS

AND RESPONSES WILL BE REPORTED TO THE APPROPRIATE AGENCY.

*THE CONTRACTOR WILL BE RESPONSIBLE FOR SPILL PREVENTION AND CLEANUP COORDINATION. HE WILL DESIGNATE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IN THE OFFICE TRAILER ON SITE. *USE AND CHARACTERISTICS OF FUEL OR CHEMICAL STORAGE TANK ON SITE SHALL COMPLY WITH ALL RELATED FEDERAL, STATE, AND LOCAL REGULATIONS. STORAGE TANKS MUST BE LOCATED AS FAR AS POSSIBLE FROM ANY

DRAINAGE STRUCTURES, DITCHES, AND/OR SURFACE WATERS. IN ADDITION, THE CONTRACTOR

MUST PROVIDE A SECONDARY CONTAINMENT WITH A LINER CHEMICALLY RESISTANT TO THE FUEL

OR CHEMICAL STORED ON SITE. THE SECONDARY CONTAINMENT MUST BE SIZED TO CONTAIN

MINIMUM OF ONE AND A HALF TIME THE TOTAL CAPACITY OF STORAGE TANK BEING USED.

CONTRACTOR HAS TO PROVIDE A DAILY INSPECTION LOG FOR THE SECONDARY CONTAINMENT WITH

INDICATION OF DATE, INSPECTORS NAME AND INSPECTION REPORT.

FURTHERMORE, ANY CONTAMINATION HAS TO BE IMMEDIATELY CONTAINED AND THE OWNERS,

ENGINEER OF RECORD AND PERMITTING AGENT INSPECTOR MUST BE NOTIFIED OF THE NATURE AND

EXTEND OF THE CONTAMINATION.

(NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM)

ATTENTION: FAILURE TO MAINTAIN EROSION AND/OR SEDIMENTATION CONTROLS OR ANY ILLICIT DISCHARGE RESULTING FROM THEIR FAILURE WILL LIKELY RESULT IN FINE CITATIONS. CODE REGULATIONS AUTHORIZES

PENALTIES OF UP TO $10,000 FOR EACH OFFENSE.

DEWATERING

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS, EQUIPMENT, LABOR, AND SERVICES NECESSARY FOR CARE OF WATER AND EROSION CONTROL. EXCAVATION WORK SHALL NOT BEGIN BEFORE THE EROSION AND SEDIMENTATION CONTROL PLAN IS IN PLACE. DEWATERING TO BE

COMPLETED BY THE CONTRACTOR AND SHALL FOLLOW DEWATERING SPECIFICATION.

-TOP OF SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS WILL BE STABILIZED WITH TEMPORARY GRASS AND MULCH NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY. GRASS SEED SHALL BE A MIXTURE OF 20 PARTS OF BERMUDA SEED AND 80 PARTS OF PENSACOLA BAHIA. THE SEPARATE TYPES OF SEED USED SHALL BE THOROUGHLY DRY MIXED IMMEDIATELY BEFORE SOWING. SEED WHICH HAS BECOME WET SHALL NOT BE USED. THE MULCH MATERIAL USED SHALL NORMALLY BE DRY MULCH. DRY MULCH SHALL BE STRAW OR HAY, CONSISTING OF OAT, RYE OR WHEAT STRAW, OR OF PANGOLA, PEANUT, COASTAL BERMUDA OR BAHIA GRASS HAY. ONLY UNDETERIORATED MULCH, WHICH CAN BE READILY CUT INTO THE SOIL, SHALL BE USED. AREAS OF THE SITE, WHICH ARE TO BE PAVED, WILL BE TEMPORARILY

STABILIZED BY APPLYING STABILIZATION AND BASE. TREE BARRICADES WHERE REQUIRED.

1. INSTALL TURBIDITY BARRIER AND EROSION CONTROL AS SHOWN ON THE DEMOLITION PLAN.

2. INSTALL STABILIZED CONSTRUCTION ENTRANCE.

3. COMPLETE REPLACEMENT PER GENERAL PLAN AND ELEVATION.

4. INSTALL NEW UTILITIES, PER PLAN.

5. REPAIR ANY WASHED OUT AREAS, SOD, SEED, AND MULCH DISTURBED AREAS AS INDICATED ON PLANS.

6. WHEN CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE STABILIZED, REMOVE EROSION

PROTECTION DEVICES AND CONSTRUCTION ENTRANCE AS REQUIRED.

-THE CONTRACTOR SHALL DENUDE ONLY AREAS WHERE IT IS EXPECTED TO BE GRADED OR ALTERED WITHIN A TWO (2) WEEK TIME- FRAME. FINAL GRADES SHALL BE PERFORMED AND TEMPORARY OR PERMANENT SOIL STABILIZATION SHALL BE APPLIED. AREAS WHERE CONSTRUCTION OPERATIONS WILL BE CONTINUOUS, FUGITIVE DUST SHALL BE MANAGED BY APPLYING A WATER SPRAY TO SATURATE THE

SURFACE SOILS CONTINUOUSLY AND ADDITIONAL MEASURES MAY NEED TO BE TAKEN CONTROL

OFF-SITE TRANSPORT OF UNACCEPTABLE LEVELS OF DUST.

-IF APPLICABLE, SEDIMENT BASINS TO BE CONSTRUCTED BY THE CONTRACTOR TO DETAIN

SEDIMENT-LADEN RUNOFF FROM DISTURBED AREAS LONG ENOUGH FOR MOST OF THE SEDIMENT TO SETTLE OUT. SEDIMENT BASINS SHOULD BE USED TOGETHER WITH EROSION CONTROL PRACTICES SUCH AS TEMPORARY SEEDING, MULCHING, DIVERSION BERMS, ETC., TO REDUCE THE AMOUNT SEDIMENT

FLOWING INTO THE STORM SYSTEM.

-THE STAKED SILT FENCES WILL BE CONSTRUCTED ALONG THE CONSTRUCTION LIMITS OR AS DEPICTED ON THE EROSION CONTROL & DEMOLITION PLANS AND/OR ON OTHER CONSTRUCTION PLANS. THESE

DEVICES WILL STOP AND DIVERT RUNOFF FROM THE SITE TO OTHER SURFACE WATERS.

-DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASES SHALL BE STABILIZED WITH SOD NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY.

IF ENCOUNTERED, HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL, STATE AND FEDERAL REGULATIONS. THE CONTRACTOR WILL BE RESPONSIBLE FOR SEEING

THAT THESE PRACTICES ARE FOLLOWED.

- ALL SANITARY WASTE WILL BE COLLECTED FROM PORTABLE UNITS A MINIMUM OF THREE TIMES PER

WEEK BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR, IN ACCORDANCE WITH FDOT

STANDARD SPEC. FOR ROAD AN BRIDGE CONSTRUCTION 2010 EDITION SECTION 7-6, AND AS REQUIRED

BY LOCAL REGULATIONS.

STABILIZED CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREETS WILL BE CLEANED AS NEEDED TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM OR TO THE SITE WILL BE

COVERED WITH A TARPUALIN AT ALL TIMES.

- ALL WASTE MATERIAL WILL BE COLLECTED AND STORED IN DUMPSTERS PER LOCAL SOLID WASTE REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE

DUMPSTER. THE DUMPSTER WILL BE DUMPED A MINIMUM OF TWICE A WEEK OR MORE OFTEN IF

NECESSARY, AND THE TRASH WILL BE HAULED TO THE APPROPRIATE COUNTY LOCATION FOR DUMPING.

NO CONSTRUCTION MATERIALS WILL BE BURIED ON-SITE. ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES WILL BE POSTED IN THE ON- SITE OFFICE TRAILER AND THE CONSTRUCTION MANAGER RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE

FOLLOWED.

AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, STAKED SILT BARRIERS, EROSION CONTROL, AND STABILIZED CONSTRUCTION ENTRANCES CONSTRUCTED PRIOR TO GRUBBING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS WILL BE STABILIZED WITH A TEMPORARY GRASS AND MULCH WITHIN 14 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTED ACTIVITY CEASES PERMANENTLY IN THAT AREA, THAT AREA WILL BE STABILIZED WITH PERMANENT SOD. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE TRAPS AND THE STAKED SILT BARRIERS WILL

BE REMOVED.

EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES:

THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT SHALL BE USED TO MAINTAIN

EROSION AND SEDIMENT CONTROL.

LESS THAN ONE HALF OF THE SITE WILL BE DENUDED AT ONE TIME PRIOR TO ESTABLISHING EROSION CONTROL MANAGEMENT ALL CONTROL MEASURES WILL BE INSPECTED ONCE PER DAY AND FOLLOWING

ANY STORM EVENT OF 0.5 INCHES OR GREATER BY A CONTRACTOR'S REPRESENTATIVE.

ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE

INITIATED WITHIN 24 HOURS OF REPORT.

BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. SILT FENCE WILL BE INSPECTED REGULARLY FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE

POSTS ARE FIRMLY IN THE GROUND.

IF APPLICABLE, THE SEDIMENT BASINS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END

OF THE JOB.

A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION BY THE CONTRACTOR AND SHALL BE KEPT IN AN ACTIVE LOG READILY AVAILABLE AT THE JOB SITE CONSTRUCTION TRAILER.

THE SITE SUPERINTENDENT WILL SELECT INDIVIDUALS WHO WILL BE RESPONSIBLE FOR MAINTENANCE AND REPAIR ACTIVITIES. FILLING OUT THE INSPECTION AND MAINTENANCE REPORT WILL BE BY THE CONTRACTOR. PERSONNEL SELECTED FOR MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE SUPERINTENDENT. THEY WILL BE TRAINED IN ALL MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ON-SITE IN GOOD WORKING ORDER.

NO STORMWATER MANAGEMENT IS REQUIRED.

WETLAND MITIGATION IS NOT APPLICABLE FOR THE PROPOSED PROJECT.

IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES WILL OCCUR FROM THE SITE

DURING THE CONSTRUCTION PERIOD:

AN ENVIRONMENTAL RESOURCE PERMIT (ERP) IS REQUIRED, THE FOLLOWING KEY PROVISIONS MUST BE MAINTAINED BY THE PERMITTEE AND CONTRACTOR: (IN ACCORDANCE WITH THE BASIS OF REVIEW

FOR ENVIRONMENTAL RESOURCE PERMIT (ERP) APPLICATIONS)

THE PERMITTEE AND CONTRACTOR SHALL AMEND THE CONSTRUCTION SURFACE WATER MANAGEMENT PLAN WHENEVER THE PROJECT IS ALTERED OR MODIFIED IN A MANNER THAT WILL RESULT IN:

(1) THE POTENTIAL DISCHARGE OF POLLUTANTS

(2) A CHANGE IN THE AMOUNT OF DISCHARGE

(3) A CHANGE IN THE NUMBER OF LOCATION OF STORM WATER DISCHARGE POINTS, OR

(4) ADVERSE IMPACTS TO WETLANDS, AND SUCH CHANGE(S) HAVE NOT OTHERWISE BEEN PREVIOUSLY ADDRESSED IN THE APPROVED PLAN. THE PERMITTEE AND CONTRACTOR SHALL ALSO AMEND THE PLAN IF ITS IMPLEMENTATION DOES NOT ELIMINATE OR MINIMIZE EROSION AND SEDIMENT DEPOSITION, OFF-SITE FLOODING, ADVERSE IMPACTS TO WETLAND, OR VIOLATIONS OF STATE WATER QUALITY STANDARDS. AMENDMENTS TO THE PLAN SHALL BE PREPARED AND KEPT AS SEPARATE DOCUMENTS

ALONG WITH THE ORIGINAL PLAN. ALL ALTERATIONS TO THE SYSTEM MUST BE SHOWN ON THE

AMENDED PLAN ALONG WITH THE DOCUMENTATION OR REQUIRED APPROVAL(S).

NAME OF RECEIVING WATERS:

THE PROPOSED IMPROVEMENTS WILL DISCHARGE STORMWATER ON-SITE SIMILAR TO HISTORIC

CONDITIONS. ULTIMATE DISCHARGE TO SPRING BAYOU.

PROJECT NAME: CRAIG PARK SEAWALL REPLACEMENT

PROJECT ADDRESS:

CRAIG PARK

5 BEEKMAN LANE

TARPON SPRINGS, FL 34689

OWNER'S ADDRESS:

CITY OF TARPON SPRINGS

324 EAST PINE STREET

TARPON SPRINGS, FL 34688

DESCRIPTION OF PURPOSE AND TYPES OF SOIL DISTURBING ACTIVITIES:

PROPERTY AREA APPROXIMATELY = 9.496 ACRES

PROJECT AREA APPROXIMATELY = 0.338 ACRES

CONSTRUCTION PROPOSED: REPLACE EXISTING SEAWALL AND ADJACENT SIDEWALK. NO NEW

STORMWATER MANAGEMENT IS PROPOSED.

SOIL DISTURBING ACTIVITIES WILL INCLUDE:

GRADING TO NEW SIDEWALK.

WETLAND ACTIVITIES INCLUDE:

NO WETLAND IMPACTS ARE PROPOSED FOR THE PROJECT. ACTIVITIES TO OCCUR ON OPEN WATER WITH

APPROPRIATE BEST MANAGEMENT PRACTICES INSTALLED AND MAINTAINED.

CONSTRUCTION REMOVAL ACTIVITIES WILL INCLUDE:

REMOVAL OF THE EXISTING CONCRETE SIDEWALK AND ADJACENT CONCRETE SEAWALL CAP.

STORMWATER DRAINAGE AREA:

BASIN AREA: N/A ACRES

PRE-DEVELOPMENT CURVE NUMBER (CN): N/A

POST DEVELOPMENT CURVE NUMBER (CN): N/A

WATER QUALITY: N/A

WATER QUANTITY: N/A

OTHER CONTROLS / WASTE DISPOSAL

THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE

RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM

WATER RUNOFF.

THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ON-SITE DURING THE

CONSTRUCTION PROJECT:

AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCTS REQUIRED TO DO THE JOB.

ALL MATERIALS STORED ON-SITE SHALL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR

APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER CONTAINED ENCLOSURE.

PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL MANUFACTURER'S LABELED CONTAINERS. SUBSTANCES

SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER.

WHENEVER POSSIBLE, ALL OF A PRODUCT SHALL BE USED UP BEFORE DISPOSING OF THE CONTAINER.

MANUFACTURERS RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED.

THE SITE SUPERINTENDENT SHALL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF

MATERIALS ON-SITE.

ALL ON-SITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE

MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS, WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED

ON-SITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.

FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE

MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO

STORM WATER. STORAGE WILL BE IN A SEALABLE PLASTIC BIN TO AVOID SPILLS.

CONTRACTOR SHALL DESIGNATE AN AREA AWAY FROM DRAINAGE STRUCTURES, PONDS, BASINS,

WATERWAYS, AND WETLANDS FOR DISCHARGE OF SURPLUS CONCRETE OR DRUM WASH WATER AND

SHALL INSTALL A CONTAINMENT BERM AROUND THIS AREA TO PREVENT RUNOFF TO THE REMAINDER OF THE SITE. HARD DEBRIS SHALL BE DISPOSED OF BY CONTRACTOR UPON COMPLETION OF THE PROJECT. CONTRACTOR TO PREPARE A DETAILED SITE PLAN FOR APPROVAL FOR THE CONCRETE

DISCHARGE AND WASH DOWN ACTIVITIES.

THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED, BUT NOT LIMITED, TO BE PRESENT ON-SITE DURING

CONSTRUCTION:

I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS HAVE BEEN READ BY ME OR MY DESIGNATED REPRESENTATIVE AND UNDERSTAND THAT THIS SYSTEM HAS BEEN PREPARED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND

IMPRISONMENT FOR KNOWING VIOLATIONS.

324 E PINE STREET

TARPON SPRINGS, FL 34688

I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. I UNDERSTAND, AND SHALL COMPLY WITH THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA "GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES" (CGP), AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED FOR THE CITY OF TARPON SPRINGS.

NPDES NOTIFICATION

ALL ACTIVITIES MUST CONFORM WITH FDEP NOTICE OF INTENT TO USE GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES. POLLUTION PREVENTION FROM THE PROPOSED CONSTRUCTION ACTIVITIES WILL BE IMPLEMENTED IN ACCORDANCE WITH SWFWMD BASIS OF REVIEW SUBSECTION 2.8.4.

1. IMPLEMENTATION OF THIS STORMWATER POLLUTION PREVENTION PLAN (SWPPP).

2. CONDUCTING AND DOCUMENTING ROUTINE INSPECTIONS AS REQUIRED.

3. RETENTION OF RECORDS REQUIRED BY THE PERMIT, INCLUDING RETENTION OF A COPY OF THE SWPPP AT THE CONSTRUCTION SITE, FROM THE DATE OF PROJECT INITIATION TO THE DATE OF FINAL SITE STABILIZATION.

A "NOTICE OF INTENT TO USE GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES" (NOI) IS NOT REQUIRED FOR THIS SITE SINCE THE OVERALL SITE AREA IS LESS THAN ONE

ACRE IN SIZE.

PH: 727-942-5610

ORIGINAL SHEET - ANSI D (22x34)

Permit-Seal

Drawing No.

Tit le

C lie nt /P ro je ct

Sheet of

Project Number:

Revision

Chkd.Dwn. Dsgn. YY.MM.DD

SCALE:

KDG CPG CPG 10/3/2025

C

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. D O

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- a ny e rro rs or o m iss io ns sh al l b e re po rte d to S ta nt ec w ith ou t d el ay

Th e

C op yr ig ht s t o al l d es ig ns a nd d ra w in gs a re th e pr op er ty o f S ta nt ec

. R ep ro du ct io n or u se fo r a ny p ur po se o th er th an th at a ut ho riz ed b y St an te c is fo rb id de n.

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.1

Christopher P. Gamache, PE Lic. No.: 82122

THE OFFICIAL RECORD OF THIS SHEET IS THE

ELECTRONIC FILE DIGITALLY SIGNED AND SEALED

UNDER RULE 61G15-23.004, F.A.C.

215618198

18 3

C1.02

ST

O

RM

W

AT

ER

P O

LL

UT

IO

N

PR

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EN

TIO

N

PL

AN

N/A

FlowNOTES:

1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL,

NEARLY LEVEL DRAINAGE AREAS. (LESS THAN 5%)

2. USE 2"x 4" WOOD OR EQUIVALENT METAL STAKES. (3 FT. MIN. LENGTH)

3. INSTALL 2"x 4" WOOD TOP FRAME TO INSURE STABILITY.

4. THE TOP OF THE FRAME (PONDING HEIGHT) MUST BE WELL BELOW THE

GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM

BYPASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON

THE DOWNSLOPE SIDE OF THE STRUCTURE.

PONDING HT.

TOP FRAME NECESSARY

FOR STABILITY

2"x 4" WOOD FRAME

4 SIDES OF D.I.

ATTACH FILTER FABRIC

SECURELY TO 2"x 4" WOOD

FRAME, OVERLAPPING

FABRIC TO NEXT STAKE

"M

AX

" M

AX

" M

IN

GATHER EXCESS

FABRIC AT CORNERS

2" x 4" WOOD FRAME

1.

5'

M

AX

3' M

IN

STAKE

FABRIC

" M

IN

SPECIFIC APPLICATION

THIS METHOD OF INLET PROTECTION IS APPLICABLE

WHERE THE INLET DRAINS IN A RELATIVELY FLAT

AREA (SLOPE NO GREATER THAN 5%) WHERE THE

INLET SHEET OF OVERLAND FLOWS (NOT

EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD

SHALL NOT APPLY TO INLETS RECEIVING

CONCENTRATED FLOWS, SUCH AS IN STREET OR

HIGHWAY MEDIANS.

STAKED SEDIMENT BARRIER

FILTERED WATER

RUNOFF WATER

WITH SEDIMENT

AREA INLET

WITH GRATE

A A

THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A

RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5%) WHERE SHEET OR OVERLAND

FLOWS (NOT EXCEEDING 0.5 CFS) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO

INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS STREET OR HIGHWAY MEDIANS.

STAKED AND ENTRENCHED

50 LB (APPROX.) SEDIMENT BARRIER

COMPACTED SOIL TO

PREVENT PIPING

SEDIMENT LADEN

RUNOFF

BINDING WIRE

OR TWINE

FILTERED

RUNOFF

BARRIER

WIDTH

4"

ANGLE FIRST STAKE

TOWARD PREVIOUSLY

LAID BALE

1" X 2" STAKE

WEDGE LOOSE SYNTHETIC

MATERIAL BETWEEN BARRIERS

BARRIERS MUST BE TIGHTLY

ABUTTING WITH NO GAPS

TE

M

PO

R

AR

Y

D

IK

E

IF

N

EE

D

ED

DROP

INLET

SECTION A-A

FLOW

LESS

THAN

5%

SLOPE

3. BACKFILL AND COMPACT

THE EXCAVATED SOIL

2. PLACE AND STAKE SEDIMENT

BARRIER

PROPERLY INSTALLED

SEDIMENT BARRIER

(CROSS-SECTION)

1. EXCAVATE

THE TRENCH

6" Min.

SEDIMENT BARRIERS ARE

TO BE PLACED 4 INCHES

IN THE SOIL. TIGHTLY

ABUTTING WITH NO

GAP. STAKED AND

BACKFILLED AROUND THE

ENTIRE OUTSIDE

PERIMETER.

PLAN VIEW

ISOMETRIC VIEW

ELEVATION OF STAKE AND

FABRIC ORIENTATION

SECTION A-A

PLAN VIEW

ORIGINAL SHEET - ANSI D (22x34)

Permit-Seal

Drawing No.

Tit le

C lie nt /P ro je ct

Sheet of

Project Number:

Revision

Chkd.Dwn. Dsgn. YY.MM.DD

SCALE:

KDG CPG CPG 10/3/2025

C

ITY

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O N

SP

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, F

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AR

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AL

L R

EP

LA

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T -

P

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By Re vis io n Ap pd

YY

.M

M .D

D

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Us er s\ ch ga m ac he

\O ne

Dr ive

St an te c\ At ta ch m en ts\ De sk to p\

\m isc \2

\c ad

\C 1.

_S to rm w at er .D

W G

/1 0/

:0

AM B

y:

G am ac he

, C hr ist op he r

Th e

C on tra ct or sh al l v er ify a nd b e re sp on sib le fo r a ll d im en sio ns

. D O

N O

T s ca le th e dr aw in g

- a ny e rro rs or o m iss io ns sh al l b e re po rte d to S ta nt ec w ith ou t d el ay

Th e

C op yr ig ht s t o al l d es ig ns a nd d ra w in gs a re th e pr op er ty o f S ta nt ec

. R ep ro du ct io n or u se fo r a ny p ur po se o th er th an th at a ut ho riz ed b y St an te c is fo rb id de n.

St an te c

Co ns ul tin g Se rv ice s In c.

Pa rk P la ce

B lvd

. S ui te

C le ar w at er , F lo rid a w w w .st an te c.

co m Te l.

7.

1.

Fa x.

.4

.1

Christopher P. Gamache, PE Lic. No.: 82122

THE OFFICIAL RECORD OF THIS SHEET IS THE

ELECTRONIC FILE DIGITALLY SIGNED AND SEALED

UNDER RULE 61G15-23.004, F.A.C.

215618198

18 4

C1.03

ER

O

SIO

N

C O

NT

RO

L

N/A

TEMPORARY SEDIMENT BARRIER AT DROP INLET

N.T.S.

TEMPORARY SYNTHETIC SEDIMENT

BARRIER AT STORM DRAIN DROP INLET

N.T.S.

TEMPORARY SYNTHETIC SEDIMENT BARRIER

N.T.S.

EROSION AND SEDIMENTATION CONTROL NOTES

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTROL AND

PREVENT EROSION AND THE TRANSPORTATION OF SEDIMENT TO

SURFACE DRAINS AND OUTFALLS. REFER TO CONSTRUCTION PLANS,

DETAILS, SPECIFICATIONS AND APPROVED PERMITS FOR DETAILS.

SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH SIX INCHES

ON AN EROSION DEVICE.

2. DURING THE CONSTRUCTION OF DRAINAGE STRUCTURES, AND OTHER

STRUCTURES REQUIRING EXCAVATION, THE CONTRACTOR SHALL PLACE

APPROVED BARRIERS OR OTHER APPROVED DEVICES AROUND SUCH

STRUCTURES TO PREVENT EROSION AND THE MIGRATION OF SEDIMENT

TO POINTS OUTSIDE THE CONSTRUCTION AREA. THE APPROVED

BARRIERS OR OTHER APPROVED DEVICES SHALL BE PLACED IN

ACCORDANCE WITH REQUIREMENTS OF THE STATE OF FLORIDA EROSION

AND SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL, FDEP, OR

AS DIRECTED BY THE ENGINEER.

3. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT

THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY

MAINTAIN REQUIRED EROSION CONTROL WILL RESULT IN ENFORCEMENT

ACTION. ALL EROSION CONTROL MEASURES, SAND, SILT, AND DEBRIS

SHALL BE REMOVED FROM ALL DRAINAGE PIPES AND STRUCTURES

AFTER CONSTRUCTION HAS BEEN COMPLETED AND PRIOR TO COUNTY

FINAL WALK-THROUGH.

4. OUTFALL PROTECTION - PROJECT PIPE OR DITCH DISCHARGES INTO

OFF-SITE OUTFALLS SHALL BE INSPECTED DAILY FOR POSSIBLE

SEDIMENT BUILDUP OR TRANSPORT. OUTFALLS SHALL BE PROTECTED

THROUGH USE OF EROSION CONTROL FEATURES AS NECESSARY TO

CONTAIN ANY SEDIMENT LOSS TO THE IMMEDIATE AREA OF THE

PROJECT. ANY SEDIMENT BUILDUP OR TRANSPORT OFF-SITE SHALL BE

THE CONTRACTOR'S RESPONSIBILITY TO REMEDY. THE CONTRACTOR

SHALL USE APPROPRIATE MEASURES AS DIRECTED BY THE PROJECT

ENGINEER FOR OUTFALL PROTECTION.

5. APPROVED BARRIERS (OR OTHER APPROVED SEDIMENT CONTROL

DEVICES): THESE SHALL BE PLACED AT THE BASE OF ANY SLOPE WHERE

A RAINFALL EVENT COULD ERODE A SLOPE AND TRANSPORT SEDIMENTS

OFF-SITE. APPROVED BARRIERS SHALL BE DOUBLE STAKED IN

ACCORDANCE WITH THE STATE OF FLORIDA EROSION AND SEDIMENT

CONTROL DESIGNER AND REVIEWER MANUAL OR FDEP. IF EROSION

DEPOSITS REACH THE TOP ELEVATION OF EXISTING APPROVED

BARRIERS, THEN SEDIMENTS SHOULD BE REMOVED. ANY DAMAGED OR

INEFFECTIVE APPROVED BARRIERS ARE TO BE REPLACED WITH NEW

ONES. THE LOCATION AND INSTALLATION OF APPROVED BARRIERS SHALL

BE AS DIRECTED BY THE PROJECT ENGINEER.

6. BACK OF SIDEWALK INLETS OR MEDIAN INLETS: THESE SHALL BE

PROTECTED FROM SEDIMENT INTAKE UNTIL PROJECT IS COMPLETE.

ELEVATION OF GROUND OUTSIDE INLET TOP SHALL NOT BE HIGHER THAN

INLET TOP. APPROVED BARRIERS OR OTHER APPROVED SEDIMENT

CONTROL DEVICES SHALL BE INSTALLED AROUND INLET TOP. A SECOND

ROW OF APPROVED BARRIERS OR OTHER APPROVED SEDIMENT

CONTROL DEVICES SHALL BE PLACED AROUND INLET APPROXIMATELY 4"

OUTSIDE FIRST ROW. BETWEEN ROWS THERE SHALL BE A DEPRESSION

TO ACT AS A SEDIMENT BASIN. COMPLETED INLETS IN PAVED AREAS

SHALL ALSO BE PROTECTED WITH A SINGLE LINE OF APPROVED

BARRIERS OR OTHER APPROVED SEDIMENT CONTROL DEVICES TO

PREVENT SEDIMENT INTAKE FROM OTHER AREAS.

7. STOCKPILED MATERIALS SHALL BE PROTECTED BY COVER, APPROVED

BARRIERS OR OTHER APPROVED SEDIMENT CONTROL DEVICES.

8. ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 3 DAYS AFTER 1/2"

RAIN EVENT DISTURBANCE.

9. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS,

PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS,

VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP

SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT INTO

WATERS OF THE STATE OR NEIGHBORING PROPERTIES SHALL BE

INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS,

PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND

ALTERATION PROCESS.

10. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATER FROM THE

CONSTRUCTION AREA, THE WATER SHALL BE TREATED TO REDUCE

TURBIDITY TO STATE WATER QUALITY STANDARDS PRIOR TO DISCHARGE

TO THE WETLANDS. TREATMENT METHODS INCLUDE, FOR EXAMPLE,

TURBID WATER BEING PUMPED INTO GRASSED SWALES OR

APPROPRIATE VEGETATED AREAS (OTHER THAN UPLAND PRESERVATION

AREAS AND WETLAND BUFFERS), SEDIMENTS BASINS, OR AREAS

CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY

BARRIERS, AND KEPT CONFINED UNTIL ITS TURBIDITY LEVEL MEETS

STATE WATER QUALITY STANDARDS.

11. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE

CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING,

IRRIGATION, OR OTHER ACCEPTABLE METHODS.

12. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE,

DITCH, ETC.) INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF

SETTLING PONDS OR DEVICES. IF THE CONTRACTOR DESIRES TO

DISCHARGE INTO EXISTING DITCHES OR CANALS, A SETTLING PLAN

PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND

APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY

AGENCY PRIOR TO CONSTRUCTION.

13. WHERE APPLICABLE, SOIL TRACKING PREVENTION DEVICES SHALL BE

PROVIDED AND MAINTAINED PER THE STATE OF FLORIDA EROSION AND

SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL OR FDEP.

14. THE EROSION CONTROL DEVICE QUANTITIES SHOWN ON THE BID FORMS

ARE ESTIMATES OF THE ACTUAL QUANTITIES THAT MAY BE

ENCOUNTERED DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF

THE CONTRACTOR TO SPECIFY ACTUAL QUANTITIES AND COSTS

ASSOCIATED WITH THIS SPECIFIC EROSION CONTROL IMPLEMENTATION

SCHEDULE. EROSION CONTROL ITEMS MAY BE ADDED OR DELETED FROM

THE PAY ITEM LIST AS THE EROSION CONTROL IMPLEMENTATION

SCHEDULE PROVIDED BY THE CONTRACTOR IS MODIFIED TO MEET SITE

SPECIFIC CONDITIONS.

15. ALL EROSION CONTROL FENCES, BARRIERS, AND SILTATION DEVICES

SHALL BE ERECTED PRIOR TO ANY LAND ALTERATIONS, SHALL BE

MAINTAINED IN GOOD WORKING ORDER DURING CONSTRUCTION, AND

REMOVED FOLLOWING SOIL STABILIZATION AND FINAL DRESSING.

BUILT-UP SEDIMENT WILL BE REMOVED FROM SILT FENCES AND STAKED

TURBIDITY BARRIERS WHEN IT HAS REACHED ONE THIRD THE HEIGHT OF

THE FENCE/BARRIER. STOCKPILE AREAS SHALL INCLUDE SILT FENCE

AROUND THE PERIMETER.

16. THE CONTRACTOR SHALL NOT RESTRICT OR BLOCK THE EXISTING

DRAINAGE FLOW OVERLAND OR WITHIN RESHAPED SWALES. FLOW

WITHIN EXISTING DRAINAGE PIPES SHALL BE MAINTAINED AT ALL TIMES.

STORMWATER WILL BE CONVEYED VIA EXISTING SWALES, DITCHES, OR

PROPOSED DITCHES, EXISTING AND PROPOSED STORM SEWERS.

17. DURING DEWATERING OPERATIONS, THE CONTRACTOR SHALL NOT

DISCHARGE DIRECTLY TO RECEIVING WATERS, EXISTING CONVEYANCES

TO RECEIVING WATERS, OR WETLAND SYSTEMS. TEMPORARY SEDIMENT

BASINS, TRAPS, OR SILTATION REDUCTION DEVICES SHALL BE UTILIZED

TO COLLECT THE DISCHARGE FROM DEWATERING ACTIVITIES TO

ELIMINATE THE POTENTIAL FOR OFF-SITE SEDIMENT TRANSPORT AND TO

INSURE THAT DIRECT DISCHARGE DOES NOT OCCUR.

18. BANKS SHALL BE PROTECTED FROM EROSION OR COLLAPSE DURING

CONSTRUCTION. BANK PROTECTION MATERIAL SHALL BE CAREFULLY

PLACED FROM THE BANK AND NOT DUMPED FROM ABOVE IN AN

UNCONTROLLED MANNER. EROSION CONTROL FABRIC SHALL BE USED

FOR EROSION PROTECTION WHERE SOD WILL NOT HOLD OR BECOME

ESTABLISHED IN TIME TO PROTECT THE BANKS. UNLESS OTHERWISE

SPECIFIED IN THE PLANS, UPON COMPLETION OF CONSTRUCTION, ALL

BANKS AND WATERWAYS SHALL BE RESTORED TO THEIR PRE-

CONSTRUCTION CONFIGURATION AND PROTECTION FROM EROSION.

19. IF APPLICABLE, THE CONTRACTOR SHALL BE RESSPONSIBLE FOR

PROTECTING POND FILTRATION SYSTEMS FROM BEING CLOGGED UNTIL

THE CITY OF TARPON SPRINGS DETERMINES THE CONSTRUCTION IS

COMPLETE. IF FILTER MATERIAL IS CONTAMINATED, IT SHALL BE

REPLACED AT THE EXPENSE OF THE CONTRACTOR.

20. CONTRACTOR TO COORDINATE WITH LOCAL MUNICIPALITY REGARDING

PREPARATION AND PERMITTING WITHIN THE NPDES PROGRAM.

786'-0"±

(REPAIR ONLY)

57'-5"±

51'-9"±

4"

793'-2"±

1,972'-0"± (LIMITS OF WALL REPAIR/REPLACEMENT)

SPRING BAYOU

NORTH SPRING BOULEVARD

WHITCOMB

BAYOU

N

OR

TH

SOUTH

B

OU

LE

V

AR

D

SPRING BOULE

VARD

SOUTH SPRING BOULEVARD

B E E K M

AN

L

AN

E

MANATEE GRATE

EXTEND EXIST. 36" RCP

MANATEE GRATE

EXTEND EXIST.

12" RCP

REMOVE & RESET

GANGWAY

A

A D

D

CONCRETE SEAWALL

CAP (TYP.)

8'-0" WIDE CONCRETE

SIDEWALK (TYP.)

BRICK PLANTER

(TYP.)

F

F

MANATEE GRATE

PIPE INVERT EL = -0.80'

MANATEE GRATE

PIPE INVERT EL = -0.80'

MANATEE GRATE

PIPE INVERT EL = -0.80'

DITCH BOTTOM INLET

FDOT TYPE C, TRAVERSABLE

STANDARD PLANS 425-052

RIM EL.=3.20'

INV. EL.=2.20'

23LF OF 12" PVC PIPE

18 LF OF 12" PVC PIPE

MANATEE GRATE

PIPE INVERT EL.=1.50'

D

D

C

C

MASONRY

WALL (2)

MASONRY WALL (1)

MASONRY WALL (1)

GRASSED BERM MANATEE GRATE

PIPE INVERT EL.=1.50'

B

B

G G

B-6

B-7

B-8

B-9

B-10

B-11

23 LF OF 12" PVC PIPE

8% SLOPE

REPLACE FAILED

WALL (20'-0")

MATCH NEW SIDEWALK

TO EXISTING STEPS

D

D

REMOVE AND REPLACE

CONCRETE LANDING

33'-0" REMOVE AND REPLACE

SIDEWALK AND CURB

MANATEE GRATE

PIPE INVERT

EL = 1.50

DITCH BOTTOM INLET

FDOT TYPE C, TRAVERSABLE

STANDARD PLANS 425-052

RIM EL.=3.50'

INV. EL.=2.50'17 LF OF 12" PVC PIPE

℄ GRASSED BERM

OBSERVATION

DECK

SECT.F-F

SECT.D-D

221'-11"

MANATEE GRATE

EXTEND EXIST.

29"x45" ERCP

5% (MAX.) SLOPE

REMOVE CONCRETE SWALE

MANATEE GRATE

PIPE INVERT EL = -0.80'

MANATEE GRATE

EXTEND EXIST. 12" RCP

FDOT CURB INLET TYPE 3

(4 FOOT ROUND P-BOTTOM)

W/ 3 FOOT DIA. MANHOLE COVER

STANDARD PLANS 425-001 & 425-020

RIM ELEV. = 4.85'

THROAT ELEV. = 4.02'

INVERT ELEV. (N) = 2.50'

40 LF OF 12" PVC PIPE

REMOVE & RESET CURB

REMOVE & REPLACE ASPHALT

IN KIND (6' x 13')

20 LF OF 18" RCP

2% (MAX.) SLOPE

5% (MAX.)

SLOPE

LANDSCAPE ROCK

(MATCH EXISTING)

2" THICK OVER GEOTEXTILE FABRIC

REMOVE AND RESET

MEMORIAL PLAQUE

REMOVE AND RESET MONUMENT

REMOVE AND RESET

MEMORIAL PLAQUE

REMOVE AND RESET

EXISTING GROUND LIGHTING (TYP.)

24"x24" HDPE CATCH BASIN

RIM EL.=4.00'

E

E

ADJUST MANHOLE

TO RIM ELEV. = 5.80

MANATEE GRATE

EXTEND EXIST. 12" RCP

TOP OF BERM

ELEV. = 5.80

REMOVE SIDEWALK

40 LF OF 12" PVC PIPE

DITCH BOTTOM INLET

FDOT TYPE C, TRAVERSABLE

STANDARD PLANS 425-052

RIM EL.=3.45'

INV. EL.=2.45'

5% (MAX.)

SLOPE

REMOVE

SIDEWALK

DITCH BOTTOM INLET

FDOT TYPE C, TRAVERSABLE

STANDARD PLANS 425-052

RIM EL.=3.10'

INV. EL.=2.10'

40 LF OF 12" PVC PIPE

REMOVE MANHOLE COVER

AND REPLACE WITH DRAINAGE GRATE COVER

ADJUST TO RIM ELEV. = 3.45

REMOVE CURB AND CONSTRUCT ASPHALT FLUME

25'-0" GRAVITY WALL & GUIDERAIL, HEIGHT

VARIES FROM 0.00' TO 3.25' (SEE NOTE 7)

MATCH EXISTING

GRADE

S P R

IN

G

15'-0" ALUMINUM PIPE GUIDERAIL

FDOT STANDARD PLANS 515-070 (TYP.)

DITCH BOTTOM INLET

FDOT TYPE C, TRAVERSABLE

STANDARD PLANS 425-052

RIM EL.=3.63'

INV. EL.=2.63'

DITCH BOTTOM INLET

FDOT TYPE C, TRAVERSABLE

STANDARD PLANS 425-052

RIM EL.=3.80'

INV. EL.=2.80'

4" CONCRETE SIDEWALK

6'-0" WIDE x 18'-0" LONG (TYP.)

RESET BM 872 DISK IN SIMILAR LOCATION

ON TOP OF NEW SEAWALL CAP

33'-0" GRAVITY WALL & GUIDERAIL,

HEIGHT VARIES FROM 0.00' TO 3.25'

(SEE NOTE 7)H H

ADJUST MANHOLE TO

RIM ELEV. = 5.10

INSTALL TIDAL CHECK VALVE

EXISTING LAMP POSTS TO REMAIN

EXISTING LIGHT POLE TO REMAIN

50 25 0 50

SCALE: 1" = 50'

GENERAL PLAN

SCALE: 1" = 50'

NOTES:

1. LENGTH OF SEAWALL IS MEASURED ALONG THE

CENTERLINE OF THE PROPOSED CONCRETE CAP.

2. REMOVE AND RESET ALL ELECTRICAL PANEL POSTS TO

MATCH PROPOSED GRADE IN FILL AREA.

3. REMOVE AND RELOCATE ALL POST MOUNTED BENCHES

WITHIN GRASSED BERM.

4. ADJUST/RAISE ALL EXISTING IRRIGATION HEADS IN FILL

AREAS OR REPLACE IN KIND.

5. FLOATING TURBIDITY BARRIER SHALL BE IN PLACE

PRIOR TO ANY IN-WATER WORK.

6. SEE SHEETS C3.01 THROUGH C3.04 FOR TYPICAL

SECTIONS A-A THROUGH H-H.

7. CONSTRUCT CONCRETE GRAVITY WALL AT THE EDGE OF

THE WALKWAY PER FDOT STANDARD PLANS 400-011,

SCHEME 1. HEIGHT VARIES FROM 0.00' TO 3.25'.

INSTALL ALUMINUM PIPE GUIDERAIL ON TOP OF WALL

PER FDOT STANDARD PLANS 515-070

8. REMOVE AND REPLACE ALL LAMPPOSTS & FOUNDATIONS.

9. INSTALL 6 CLEATS, IN SIMILAR LOCATION TO EXISTING,

ON SEAWALL CAP SURROUNDING THE OBSERVATION

PLATFORM.

ORIGINAL SHEET - ANSI D (22x34)

Permit-Seal

Drawing No.

Tit le

C lie nt /P ro je ct

Sheet of

Project Number:

Revision

Chkd.Dwn. Dsgn. YY.MM.DD

SCALE:

KDG CPG CPG 10/3/2025

C

ITY

O F

TA

RP

O N

SP

RI

NG

S

PI

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LL

AS

C O

UN

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, F

LO

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AR

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AL

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YY

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y:

G am ac he

, C hr ist op he r

Th e

C on tra ct or sh al l v er ify a nd b e re sp on sib le fo r a ll d im en sio ns

. D O

N O

T s ca le th e dr aw in g

- a ny e rro rs or o m iss io ns sh al l b e re po rte d to S ta nt ec w ith ou t d el ay

Th e

C op yr ig ht s t o al l d es ig ns a nd d ra w in gs a re th e pr op er ty o f S ta nt ec

. R ep ro du ct io n or u se fo r a ny p ur po se o th er th an th at a ut ho riz ed b y St an te c is fo rb id de n.

St an te c

Co ns ul tin g Se rv ice s In c.

Pa rk P la ce

B lvd

. S ui te

C le ar w at er , F lo rid a w w w .st an te c.

co m Te l.

7.

1.

Fa x.

.4

.1

Christopher P. Gamache, PE Lic. No.: 82122

THE OFFICIAL RECORD OF THIS SHEET IS THE

ELECTRONIC FILE DIGITALLY SIGNED AND SEALED

UNDER RULE 61G15-23.004, F.A.C.

215618198

18 5

C3.00

G

EN

ER

AL

P

LA

N

AS SHOWN

LEGEND:

STANDARD PENETRATION TEST BORING

NGS SURVEY DISK (EXIST./PROP.)

SURVEY TEMPORARY BENCHMARK

EXIST. CONCRETE LAMPPOST (TO REMAIN)

ALUMINUM LAMPPOST (EXIST./PROP.)

LIMIT OF DISTURBED AREA

LIMITS OF GRASSED BERM

MHW ELEV. 0.85

MSL ELEV. -0.21

MHHW ELEV. 1.22

MLW ELEV. -1.32

MLLW ELEV. -1.83

-1

-2

-3

DATUM

NAVD88 -4

1'-6"

1' -4

CONSTRUCT CONCRETE CAP

TO MATCH EXISTING TOP ELEVATION

10-YR FLOOD ELEV. 5.80

1'-0"

GRASSED BERM

ELEV. 5.80

EXISTING CONCRETE

SIDEWALK (TO REMAIN)

REMOVE EXISTING

CONCRETE CAP

SUPPLEMENTAL HELICAL ANCHOR

SPACED AT 15'-0" O.C.

EXISTING GROUND

-1

-2

-3

-4

EXISTING CONCRETE

PANEL (TO REMAIN)

FLOATING TURBIDITY BARRIER

20°

EXISTING DEADMAN

ANCHOR (TO REMAIN)

MIN. 11'-6"

EXISTING ANCHOR

ROD (TO REMAIN)

1'-0"

℄ GRASSED BERM

GRASSED BERM

ELEV. 5.80

-1

-2

-3

-4

MASONRY

BLOCK WALL

12" PVC PIPE

MHW ELEV. 0.85

MSL ELEV. -0.21

MHHW ELEV. 1.22

MLW ELEV. -1.32

MLLW ELEV. -1.83

-1

-2

-3

DATUM

NAVD88 -4

1'-6"

1' -4

CONSTRUCT CONCRETE CAP

TO MATCH EXISTING TOP ELEVATION

10-YR FLOOD ELEV. 5.80

REMOVE EXISTING CONCRETE CAP

EXISTING GROUND

EXISTING CONCRETE

PANEL (TO REMAIN)

FLOATING TURBIDITY BARRIER

CUT HOLE IN EXISTING CONCRETE PANEL

AND SEAL PIPE PENETRATION

WITH NON-SHRINK GROUT

MANATEE

GRATE

1'-0" 1'-0"

℄ GRASSED BERM

6" COMPACTED GRANULAR

BASE LEVELING PAD

TIDAL CHECK VALVE

REMOVE EXISTING

CONCRETE SIDEWALK

PRECAST DITCH BOTTOM INLET

FDOT TYPE C, TRAVERSABLE

INDEX 425-052

4" CONCRETE

SIDEWALKSTEEL GRATE

TYPICAL SECTION A-A - CAP REPLACEMENT & BERM

(BETWEEN DRAINAGE STRUCTURES)

SCALE: 12" = 1'-0"

ORIGINAL SHEET - ANSI D (22x34)

Permit-Seal

Drawing No.

Tit le

C lie nt /P ro je ct

Sheet of

Project Number:

Revision

Chkd.Dwn. Dsgn. YY.MM.DD

SCALE:

KDG CPG CPG 10/3/2025

C

ITY

O F

TA

RP

O N

SP

RI

NG

S

PI

NE

LL

AS

C O

UN

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, F

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P

AR

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AW

AL

L R

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By Re vis io n Ap pd

YY

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_T yp ic al S ec tio ns .d w g

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AM B

y:

G am ac he

, C hr ist op he r

Th e

C on tra ct or sh al l v er ify a nd b e re sp on sib le fo r a ll d im en sio ns

. D O

N O

T s ca le th e dr aw in g

- a ny e rro rs or o m iss io ns sh al l b e re po rte d to S ta nt ec w ith ou t d el ay

Th e

C op yr ig ht s t o al l d es ig ns a nd d ra w in gs a re th e pr op er ty o f S ta nt ec

. R ep ro du ct io n or u se fo r a ny p ur po se o th er th an th at a ut ho riz ed b y St an te c is fo rb id de n.

St an te c

Co ns ul tin g Se rv ice s In c.

Pa rk P la ce

B lvd

. S ui te

C le ar w at er , F lo rid a w w w .st an te c.

co m Te l.

7.

1.

Fa x.

.4

.1

Christopher P. Gamache, PE Lic. No.: 82122

THE OFFICIAL RECORD OF THIS SHEET IS THE

ELECTRONIC FILE DIGITALLY SIGNED AND SEALED

UNDER RULE 61G15-23.004, F.A.C.

215618198

18 6

C3.01

TY

PI

C

AL

S

EC

TIO

NS

(1 O

F 4)

AS SHOWN

TYPICAL SECTION A-A - CAP REPLACEMENT & BERM

(AT DRAINAGE STRUCTURE)

SCALE: 12" = 1'-0"

MHW ELEV. 0.85

MSL ELEV. -0.21

MHHW ELEV. 1.22

MLW ELEV. -1.32

MLLW ELEV. -1.83

-1

-2

-3

-4

1'-6"

1' -4

CONSTRUCT CONCRETE CAP

TO MATCH EXISTING TOP ELEVATION

10-YR FLOOD ELEV. 5.80

REMOVE EXISTING CONCRETE CAP

SUPPLEMENTAL HELICAL ANCHOR

SPACED AT 15'-0" O.C.

EXISTING GROUND

-1

-2

-3

-4

EXISTING CONCRETE

PANEL (TO REMAIN)

FLOATING TURBIDITY BARRIER

EXISTING CONCRETE

SIDEWALK

EXISTING DEADMAN

ANCHOR (TO REMAIN)

DATUM

NAVD88

MIN. 11'-6"

20°

7 7

MHW ELEV. 0.85

MSL ELEV. -0.21

MHHW ELEV. 1.22

MLW ELEV. -1.32

MLLW ELEV. -1.83

-1

-2

-3

-4

1'-10"

1' -4

CONSTRUCT CONCRETE CAP

TO MATCH EXISTING TOP ELEVATION

10-YR FLOOD ELEV. 5.80

REMOVE EXISTING CONCRETE CAP

EXISTING GROUND

-1

-2

-3

-4

REMOVE EXISTING

CONCRETE PANEL

FLOATING TURBIDITY BARRIER

FRP SHEET PILE

DATUM

NAVD88

EXISTING DEADMAN

ANCHOR (TO REMAIN)

MIN. 11'-6"

HELICAL ANCHOR

2 ANCHORS SPACED AT 10'-0" O.C.

WITHIN REPLACEMENT SECTION

ELEV. -10.50

20°

1'-0"

ELEV. 5.80

1'-0"

℄ GRASSED BERM

TYPICAL SECTION B-B - SEAWALL REPLACEMENT AT FAILED WALL

SCALE: 12" = 1'-0"

ORIGINAL SHEET - ANSI D (22x34)

Permit-Seal

Drawing No.

Tit le

C lie nt /P ro je ct

Sheet of

Project Number:

Revision

Chkd.Dwn. Dsgn. YY.MM.DD

SCALE:

KDG CPG CPG 10/3/2025

C

ITY

O F

TA

RP

O N

SP

RI

NG

S

PI

NE

LL

AS

C O

UN

TY

, F

LO

RI

DA

C

RA

IG

P

AR

K

SE

AW

AL

L R

EP

LA

C

EM

EN

T -

P

HA

SE

By Re vis io n Ap pd

YY

.M

M .D

D

C

Us er s\ ch ga m ac he

\O ne

Dr ive

St an te c\ At ta ch m en ts\ De sk to p\

\m isc \2

\c ad

\C 3.

_T yp ic al S ec tio ns .d w g

/1 0/

:4

AM B

y:

G am ac he

, C hr ist op he r

Th e

C on tra ct or sh al l v er ify a nd b e re sp on sib le fo r a ll d im en sio ns

. D O

N O

T s ca le th e dr aw in g

- a ny e rro rs or o m iss io ns sh al l b e re po rte d to S ta nt ec w ith ou t d el ay

Th e

C op yr ig ht s t o al l d es ig ns a nd d ra w in gs a re th e pr op er ty o f S ta nt ec

. R ep ro du ct io n or u se fo r a ny p ur po se o th er th an th at a ut ho riz ed b y St an te c is fo rb id de n.

St an te c

Co ns ul tin g Se rv ice s In c.

Pa rk P la ce

B lvd

. S ui te

C le ar w at er , F lo rid a w w w .st an te c.

co m Te l.

7.

1.

Fa x.

.4

.1

Christopher P. Gamache, PE Lic. No.: 82122

THE OFFICIAL RECORD OF THIS SHEET IS THE

ELECTRONIC FILE DIGITALLY SIGNED AND SEALED

UNDER RULE 61G15-23.004, F.A.C.

215618198

18 7

C3.02

TY

PI

C

AL

S

EC

TIO

NS

(2 O

F 4)

AS SHOWN

TYPICAL SECTION C-C - CAP REPLACEMENT W/O BERM

-1

-2

-3

-4

MHW ELEV. 0.85

MSL ELEV. -0.21

MHHW ELEV. 1.22

MLW ELEV. -1.32

MLLW ELEV. -1.83

10-YR FLOOD ELEV. 5.80

2'-0"

ELEV. 5.80

ELEV. 5.00

1'-10"

1' -4

4" CONCRETE SIDEWALK

FRP SHEET PILE

CONCRETE CAP

1'-6"

(MAX.)

EXISTING CONCRETE

PANEL (TO REMAIN)

HELICAL ANCHOR

SPACED AT 10'-0" O.C.

REMOVE EXISTING CONCRETE

SIDEWALK & CURB

GRASSED BERM

TYPE A CONCRETE CURB

-1

-2

-3

-4

FLOATING TURBIDITY BARRIER

8'-0"

EXISTING GROUND

EXISTING DEADMAN

ANCHOR (TO REMAIN)

20°

MIN. 17'-0"

DATUM

NAVD88

-5

-6

-7

-5

-6

-7ELEV. -15.50

Slope: 0.01 Ft/Ft

PLACE FLOWABLE FILL BETWEEN EXISTING

CONCRETE PANEL AND PROPOSED SHEET PILE

-1

-2

-3

-4

MHW ELEV. 0.85

MSL ELEV. -0.21

MHHW ELEV. 1.22

MLW ELEV. -1.32

MLLW ELEV. -1.83

10-YR FLOOD ELEV. 5.80

ELEV. 5.00

1'-10"

1' -4

4" CONCRETE SIDEWALK

FRP SHEET PILE

CONCRETE CAP

1'-6"

(MAX.)

EXISTING CONCRETE

PANEL (TO REMAIN)

HELICAL ANCHOR

SPACED AT 10'-0" O.C.

REMOVE EXISTING

CONCRETE

SIDEWALK & CURB

LANDSCAPE ROCK

(MATCH EXISTING)

2" THICK OVER

GEOTEXTILE FABRIC

-1

-2

-3

-4

FLOATING TURBIDITY BARRIER

8'-0"

EXISTING GROUND

EXISTING DEADMAN

ANCHOR (TO REMAIN)

20°

MIN. 17'-0"

DATUM

NAVD88

-5

-6

-7

-5

-6

-7ELEV. -15.50

Slope: 0.01 Ft/Ft

EXISTING CONCRETE

(TO REMAIN)

EXISTING FLAG POLE

(TO REMAIN)

EXISTING SHRUB

(TO REMAIN)

PLACE FLOWABLE FILL BETWEEN EXISTING

CONCRETE PANEL AND PROPOSED SHEET PILE

ORIGINAL SHEET - ANSI D (22x34)

Permit-Seal

Drawing No.

Tit le

C lie nt /P ro je ct

Sheet of

Project Number:

Revision

Chkd.Dwn. Dsgn. YY.MM.DD

SCALE:

KDG CPG CPG 10/3/2025

C

ITY

O F

TA

RP

O N

SP

RI

NG

S

PI

NE

LL

AS

C O

UN

TY

, F

LO

RI

DA

C

RA

IG

P

AR

K

SE

AW

AL

L R

EP

LA

C

EM

EN

T -

P

HA

SE

By Re vis io n Ap pd

YY

.M

M .D

D

C

Us er s\ ch ga m ac he

\O ne

Dr ive

St an te c\ At ta ch m en ts\ De sk to p\

\m isc \2

\c ad

\C 3.

_T yp ic al S ec tio ns .d w g

/1 0/

:4

AM B

y:

G am ac he

, C hr ist op he r

Th e

C on tra ct or sh al l v er ify a nd b e re sp on sib le fo r a ll d im en sio ns

. D O

N O

T s ca le th e dr aw in g

- a ny e rro rs or o m iss io ns sh al l b e re po rte d to S ta nt ec w ith ou t d el ay

Th e

C op yr ig ht s t o al l d es ig ns a nd d ra w in gs a re th e pr op er ty o f S ta nt ec

. R ep ro du ct io n or u se fo r a ny p ur po se o th er th an th at a ut ho riz ed b y St an te c is fo rb id de n.

St an te c

Co ns ul tin g Se rv ice s In c.

Pa rk P la ce

B lvd

. S ui te

C le ar w at er , F lo rid a w w w .st an te c.

co m Te l.

7.

1.

Fa x.

.4

.1

Christopher P. Gamache, PE Lic. No.: 82122

THE OFFICIAL RECORD OF THIS SHEET IS THE

ELECTRONIC FILE DIGITALLY SIGNED AND SEALED

UNDER RULE 61G15-23.004, F.A.C.

215618198

18 8

C3.03

TY

PI

C

AL

S

EC

TIO

NS

(3 O

F 4)

AS SHOWN

TYPICAL SECTION D-D - SEAWALL & SIDEWALK REPLACEMENT, FLATLAND CONDITION

SCALE: 12" = 1'-0"

TYPICAL SECTION E-E - SEAWALL & SIDEWALK REPLACEMENT AT WAR MEMORIAL

1'-10"

1' -4

" 6"

EL. 5.000

EXISTING CONCRETE

PANEL (TO REMAIN)

REMOVE EXISTING

CONCRETE WALKWAY

-1

-2

-3

-4

-1

-2

-3

-4

MHW ELEV. 0.85

MSL ELEV. -0.21

MHHW ELEV.