2500319__100_Final_Plans_and_Bid_Set_7.16.26.pdf

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C re ek W at er sh ed

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C on tro l P ro je ct

CITY OF CASSELBERRY

Gee Creek Watershed Erosion Con

(due to Hurricane Milton)

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 www.cphcorp.com Building Better

Communities Together

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

J:\2500319\Civil\DWG\_Current_Plan_Set\Working\2500319 - G-1 - Cover Sheet.dwg December 3, 2025

MAYOR

CITY OFFICIALS:

DAVID HENSON

CONTACT: LAWRENCE O. PULTZ, II, P.E.

(407) 425-0452

ORLANDO, FLORIDA 32801

1117 EAST ROBINSON STREET

CPH CONSULTING, LLC

VICINITY MAP

Sheet No.

G-1 N.T.S.

ENGINEER: OWNER:

CONTACT: MARTIN BUTCHER

(407) 262-7725 (ext. 1771)

CASSELBERRY, FLORIDA 32707

95 TRIPLET LAKE DRIVE

CITY OF CASSELBERRY

INDEX OF SHEETS:

G-1 COVER SHEET

G-2 GENERAL NOTES

C-1 THE PALMS - SANDPIPER LANE - SITE ACCESS - T.C.E.

V1.1 TOPOGRAPHIC SURVEY

C-7 CONSTRUCTION DETAILS

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PROJECT LOCATION

(THE PALMS - SANDPIPER LANE)

(LAT / LONG: X° N, X° W)

CONTACT: THOMAS GALLOWAY, PSM

(407) 322-6841

SANDFORD, FLORIDA 32771

500 WEST FULTON STREET

CPH CONSULTING, LLC

SURVEYOR

LAWRENCE O. PULTZ, II, P.E.

P.E. LIC. # 70947

V1.2

(GOLF COURSE)

TOPOGRAPHIC SURVEY

C-2 THE PALMS - SANDPIPER LANE - SITE PLAN

C-3

C-4 GOLF COURSE - SITE ACCESS - P.E.

PROJECT LOCATION

(GOLF COURSE)

(LAT / LONG: X° N, Y° W)

N

CA

RR

IA

GE

H

IL

L D R

THOMAS DR

N OXFORD RD

SHADY HOLLOW

SOUTHCOT DR

SOUTHCOT DR

JULY 2026

(SANDPIPER LANE)

CA

SS

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OV

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OV

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VICE MAYOR / CITY COMMISSIONER: ANTHONY ARAMENDIA

CITY COMMISSIONER:

CITY COMMISSIONER:

MARK BUSCH

CITY MANAGER:

NANCY DIVITA

THOMAS E. KIRK

CITY COMMISSIONER:

JAMES (RANDY) NEWLON

PUBLIC WORKS DIRECTOR: BILAL IFTIKHAR, P.E.

UTILITIES DIRECTOR: TARA LAMOUREAUX, P.E.

BID SET

SPECIAL PROJECTS MANAGER: MARTIN BUTCHER

C-5 GOLF COURSE - SITE PLAN

C-6 GOLF COURSE - CROSS SECTIONS & SUMMARY OF PAY ITEMS

C-8 EROSION CONTROL DETAILS

C-9 ARTICULATING BLOCK SYSTEM DETAILS

Project No: PW2516

THE PALMS - SANDPIPER LANE - CROSS SECTIONS

& SUMMARY OF PAY ITEMS

C-10 FDOT DETAILS

C-11 DEBRIS REMOVAL DETAILS

-9

Job No.

Date:

Checked by:

Designed by:

Drawn by:

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

Revision

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

PW2516 Gee Creek Watershed Erosion Control (due to Hurricane Milton)

City of Casselberry, Florida 2500319 July 15, 2026 D. Mahler

L. Pultz Z. Aadad / D. HollandCPH Consulting, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

LAWRENCE O. PULTZ, II, P.E.

P.E. LIC. # 70947 B

ID

S

E T

GENERAL NOTES G-2

GENERAL NOTES:

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH AND CONFORM TO THE MOST STRINGENT REQUIREMENTS OF THE PROJECT'S PLANS, SPECIFICATIONS, SPECIAL PROJECT PROVISIONS, THE (2025-26) EDITION OF THE F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND SUPPLEMENTS, ASD METHOD FOR

DESIGN, AND CITY OF CASSELBERRY STANDARDS, UNLESS OTHERWISE NOTED.

THE CONTRACTOR SHALL HAVE ALL NECESSARY PERMITS IN-HAND PRIOR TO BEGINNING CONSTRUCTION.

THE CONTRACTOR SHALL PERFORM HIS WORK IN ACCORDANCE WITH REQUIREMENTS OF THE VARIOUS PERMITS INCLUDED IN THE BID SPECIFICATIONS. ENVIRONMENTAL CONTROLS SHALL BE USED AT LOCATIONS DESIGNATED IN THE PLANS AND AS DESIGNATED BY THE CITY. PAYMENT IS INCLUDED IN THE BID PRICE FOR SECTION 104:

"PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION", EXCLUDING ITEMS SPECIFIED ELSEWHERE.

ALL GRADES ARE FINISHED GRADES.

BENCHMARK DATUM IS STATE PLANE - FLORIDA EAST (NAVD '88). ANY MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, THE CONSTRUCTION MANAGER SHALL NOTIFY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, BUREAU OF SURVEY AND MAPPING, 3900 COMMONWEALTH BOULEVARD, M.S. 100, TALLAHASSEE, FLORIDA 32399. TELEPHONE (850) 245-2555.

ANY PUBLIC LAND CORNER, GPS OR COUNTY MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER OR MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR'S CONSTRUCTION MANAGER SHALL NOTIFY THE CITY ENGINEER WITHOUT

DELAY BY TELEPHONE.

ALL SURVEY CORNERS INDICATED ON THE PLANS SHALL BE REFERENCED AND CERTIFIED BY A REGISTERED PROFESSIONAL LAND SURVEYOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL CORNERS DESTROYED OR OBLITERATED BY CONSTRUCTION SHALL BE RESET AND SO CERTIFIED BY THE LAND

SURVEYOR PRIOR TO COMPLETION OF THE PROJECT.

EXISTING DRAINAGE STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE NOTED.

THE LOCATION OF UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL USE THE SERVICES OF "SUNSHINE ONE CALL" UTILITY LOCATOR A MINIMUM OF 2 FULL BUSINESS DAYS PRIOR TO COMMENCEMENT OF WORK. PRIOR TO CONSTRUCTION, ALL EXISTING UTILITIES, PUBLIC OR PRIVATE, SHALL BE LOCATED IN THE AREA OF CONSTRUCTION. SAID UTILITIES SHALL BE NOTIFIED PRIOR TO COMMENCEMENT OF WORK. UTILITIES ARE TO BE ADJUSTED BY OTHERS AS COORDINATED BY THE CONTRACTOR. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION.

THE CONTRACTOR SHALL NOTIFY ALL GAS UTILITY COMPANIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATION AS REQUIRED BY CHAPTER 77-153 OF THE

FLORIDA STATUTES.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, QUANTITIES AND DETAILS SHOWN ON THE PLANS, SPECIFICATIONS, SPECIAL PROVISIONS AND OTHER DATA RECEIVED FROM THE ENGINEER AND SHALL NOTIFY THE ENGINEER OF ANY ERRORS, OMISSIONS, CONFLICTS OR DISCREPANCIES FOUND THEREIN. FAILURE TO DISCOVER OR CORRECT ERRORS, CONFLICTS OR DISCREPANCIES SHALL NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR UNSATISFACTORY WORK, FAULTY CONSTRUCTION, IMPROPER OPERATION RESULTING THEREFROM, NOR FROM RECTIFYING SUCH CONDITIONS AT HIS OWN EXPENSE. CONTRACTOR SHALL NOT TAKE

ADVANTAGE OF ANY ERRORS OR OMISSIONS.

THE CONTRACTOR SHALL COMPLY WITH THE DEPARTMENT OF LABOR, SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (PL 91-596) AND UNDER SECTION 10 OF THE CONTRACT WORK HOURS AND SAFETY STANDARDS ACT (PL 91-54).

NO BURNING SHALL BE DONE WITHOUT APPROVAL BY THE CITY OF CASSELBERRY.

TEMPORARY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY FLOODING OF PRIVATE OR PUBLIC PROPERTY. COST FOR TEMPORARY DRAINAGE ITEMS SHALL BE INCLUDED UNDER 5000-1, CONSTRUCTION DEWATERING, BYPASS AND ACCOMMODATION OF SURFACE FLOWS.

SOIL MATERIALS USED FOR FILL OR GRADING ACTIVITIES SHALL BE APPROVED BY THE CITY PRIOR TO USE.

THE CONTRACTOR SHOULD ANTICIPATE THAT DEWATERING WILL BE REQUIRED AND THAT IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ACQUIRE ALL NECESSARY PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH THE DEWATERING. THE COST OF THE DEWATERING SHALL BE INCLUDED IN THE COST OF THE PIPE, ARTICULATING CONCRETE BLOCK, SHEET PILING, OR STRUCTURE AS REQUIRED.

DURING CONSTRUCTION, TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE "MANUAL ON TRAFFIC CONTROLS AND SAFE PRACTICES FOR STREET AND HIGHWAY

CONSTRUCTION MAINTENANCE AND UTILITY OPERATION" (F.D.O.T.)

PRIOR TO FINAL INSPECTION, THE CONTRACTOR MUST PROVIDE AS-BUILT PLANS INCLUDING ALL HORIZONTAL AND VERTICAL MEASUREMENTS OF ALL WORK ELEMENTS SIGNED AND SEALED BY A LICENSED SURVEYOR IN THE STATE OF FLORIDA. THE AS-BUILT MUST BE PROVIDED IN HARDCOPY, PDF, AND CAD CONSISTENT WITH CITY

RECORD DRAWING REQUIREMENTS.

UPON COMPLETION OF THE CONSTRUCTION, THE CITY ENGINEER SHALL BE NOTIFIED FOR FINAL INSPECTION.

CONTRACTOR LAY-DOWN AREA:

THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR A SUITABLE LAY-DOWN AREA AT THE CONSTRUCTION SITE. THE CONTRACTOR SHALL BE REQUIRED TO

KEEP THE AREA SAFE AND FREE FROM HAZARDS TO THE PUBLIC.

- THE PALMS: CONTRACTOR TO COORDINATE WITH MANAGEMENT COMPANY.

- GOLF COURSE: COORDINATE WITH CITY FOR AREA SHOWN ON SITE ACCESS MAP.

EXISTING PROPERTY:

CONTRACTOR SHALL VIDEO ALL WORK AREAS PRIOR TO THE START OF CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHOULD VIDEO AND DOCUMENT ALL EXISTING STRUCTURES, LANDSCAPING, ETC. AND THEIR CONDITIONS IN THE PROJECT VICINITY, BOTH INSIDE AND OUTSIDE OF THE EASEMENT AREAS, PRIOR TO WORK. SEE THIS

SHEET FOR DETAILS.

THE CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE AND LIABLE FOR ALL DAMAGE OR INJURY AS A RESULT OF HIS OPERATIONS TO ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES, LANDSCAPING TREES, FENCES,UTILITIES, STRUCTURES OF ANY KIND AND APPURTENANCES THERETO MET WITH DURING THE PROGRESS OF THE WORK.

ANY RESTORATION WORK SHALL BE COORDINATED WITH THE PROPERTY OWNERS. COST TO BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION

WILL BE ALLOWED.

ALL PERSONAL PROPERTY WITHIN THE RIGHT-OF-WAY SHALL BE RELOCATED BY THE PROPERTY OWNER. THE CONTRACTOR SHALL COORDINATE WITH THE PROPERTY OWNERS TO PROVIDE NOTIFICATION AND A REASONABLE TIME FRAME TO RELOCATE ITEMS. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER PRIOR TO REMOVING THE ITEMS NECESSARY TO CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE PLANS.

ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE CONSTRUCTION WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING PRE-CONSTRUCTION CONDITION, UNLESS OTHERWISE NOTED. COST TO BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED.

ALL GRASSED AREAS DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE SODDED. WHERE ADJACENT AREA IS SODDED, MATCH WITH THE SAME SPECIES.

THE PALMS: BETWEEN CONDO BUILDINGS AND FENCE - ST. AUGUSTINE

DRAINAGE DITCH AREAS: BAHIA

GOLF COURSE TEE BOXES: BERMUDA

ALL OTHER AREAS: BAHIA

CLEARING, EARTHWORK AND RIP-RAP:

THE DISPOSAL OF EXCESS EARTHWORK MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

EARTHWORK INCLUDES ALL EXCAVATION, SHEETING, SHORING, BRACING, FILL, COMPACTING AND GRADING NECESSARY TO CONSTRUCT THE EROSION CONTROL

MATERIALS.

EMBANKMENT IS FILL IN PLACE WITH NO SHRINKAGE FACTOR APPLIED.

ALL FILL AND EXPOSED SUBGRADE SURFACES SHOULD BE COMPACTED TO AT LEAST 100% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T99, METHOD C AS

REQUIRED BY SECTION 120-9 OF THE STANDARD SPECIFICATIONS.

BORROW REQUIRED FROM OFFSITE SOURCES SHALL BE WELL-GRADED, CLEAN, GRANULAR NATURAL SOIL FREE OF TOPSOIL, ORGANIC MATERIAL, WOOD, RUBBISH, DEBRIS OR OTHER DELETERIOUS MATERIALS. PROPOSED BORROW SHALL BE SUBJECT TO REVIEW AND APPROVAL OF THE CITY PRIOR TO HAULING MATERIALS TO THE

SITE.

PROPOSED BORROW MATERIALS SHOULD COMPLY WITH THE REQUIREMENTS OF SECTION 120-6, BE NON-PLASTIC AND WELL GRADED WITH THE FOLLOWING LIMITS:

U.S. STANDARD SIEVE SIZE % FINER BY DRY WEIGHT

3" 100 1" 80-100 #4 50-100 #40 10-50 #200 0-10

RIP-RAP SHALL BE NATURAL BROKEN STONE MEETING THE REQUIREMENTS FOR "RUBBLE RIP-RAP" SET FORTH IN STANDARD SPECIFICATION 530-2.2. RIP-RAP SHALL BE WELL-GRADED WITH PARTICLE SIZES RANGING FROM 6" TO 12" WITH A D50 PARTICLE SIZE OF 10". CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING RIP-RAP IN AN ESSENTIALLY DUST FREE CONDITION TO MINIMIZE INTRODUCTION OF SEDIMENT INTO THE CONSTRUCTION FACILITIES.

RIP-RAP SHALL BE DELIVERED, HANDLED AND REPLACED USING METHODS TO MINIMIZE PARTICLE SEGREGATION. PLACEMENT SHALL ENSURE A NEARLY HOMOGENEOUS CONSTRUCTED MASS WITH LARGE PARTICLES IN DIRECT CONTACT AND SMALLER PARTICLES FILLING THE VOIDS.

TREES AND SIGNIFICANT VEGETATION OCCURRING WITHIN THE CONSTRUCTION LIMITS ARE TO BE PROTECTED DURING CONSTRUCTION AS DIRECTED BY THE CITY.

CLEARING SHALL BE PERFORMED IN AREAS TO BE EXCAVATED OR AREAS IN WHICH FILL OR STRUCTURES ARE TO BE PLACED.

UNDER NO CIRCUMSTANCES SHALL DISTURBANCE WITHIN THE WETLAND/DITCH AREA EXCEED TO PERMANENT AND TEMPORARY IMPACT AREAS DEPICTED IN THE

WETLAND IMPACT PLAN SHEETS OR CONTAINED IN ANY PERMIT.

TEMPORARY FLOW CHANNEL MAINTENANCE PLAN:

WORK TO BE ACCOMPLISHED UNDER THIS CONTRACT INCLUDES EXCAVATION, FILLING AND CONSTRUCTION OF EROSION CONTROL FACILITIES WITHIN FLOW CHANNEL WHILE MAINTAINING THE EXISTING STREAMBED. IN THE CONSTRUCTION ZONES, CONTRACTOR SHALL LINE THE EXISTING STREAMBED WITH PLASTIC SHEETING TO DIRECT AND CONTAIN FLOW WITH MINIMAL EROSION. PLASTIC SHEETING SHALL BE BLACK WITH A MINIMUM OF 6 MILS THICKNESS. CONTRACTOR SHALL PROVIDE AN "INFIELD" METHOD TO RETAIN THE SHEETING IN PLACE. PLASTIC SHEETING SHALL BE PLACED FROM THE TEMPORARY SHEET PILING DOWN INTO THE STREAMBED AND UP THE OPPOSITE BANK. IN CONCEPT, THE PROJECT IS TO BE COMPLETED BY WORKING "IN-THE-DRY" CONDITIONS BY THE CONSTRUCTION OF TEMPORARY COFFER DAMS.

COFFER DAMS MAY BE CONSTRUCTED BY USING TEMPORARY SHEET PILING OR OTHER METHOD. COFFER DAMS SHALL BE COMPLETELY REMOVED AFTER ARTICULATING CONCRETE BLOCK MATS ARE INSTALLED. DITCH FLOWS ARE TO BE ROUTED AROUND THE IMMEDIATE CONSTRUCTION AREA BY THE MINOR AND TEMPORARY DIVERSION OF FLOW WHICH MAY INCLUDE PUMPING OR OTHER APPROVED METHODS. THE CONTRACTOR IS REQUIRED TO SUBMIT A "DITCH MAINTENANCE PLAN" FOR APPROVAL

PRIOR TO THE COMMENCEMENT OF WORK.

FOR PURPOSES OF THIS PROJECT, THE WORDS "COFFER DAM" AND "SHEET PILING" ARE INTERCHANGEABLE WORDS.

CONSTRUCTION METHODS FOR ACCOMPLISHING THE WORK "IN-THE-DRY" ARE TO BE EVALUATED AND APPROVED BY THE CITY.

THE ISSUES TO BE ADDRESSED IN THE "DITCH MAINTENANCE PLAN" INCLUDE (BUT ARE NOT LIMITED TO) THE FOLLOWING ITEMS:

QUANTITY OF ESTIMATED FLOW IN DITCH OF 40 CFS.

CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING SUPPLIMENTAL PUMPING SYSTEM TO HANDLE THE DITCH FLOW DIFFERENTIAL CREATED BY THE PROPOSED

SHEETPILE FLOW DIVERSION FOR FLOW RATE PREVIOUSLY NOTED.

CONTRACTOR IS RESPONSIBLE FOR ALL CONTINGENCIES IN THE EVENT OF FLOODING OF THE PROJECT SITE.

NUMBER AND LOCATION OF COFFER DAMS.

· SEQUENCING IN THE INSTALLATION OF COFFER DAMS (IF THE CONTRACTOR DOES NOT PLAN TO EXPOSE THE ENTIRE CONSTRUCTION AREA SIMULTANEOUSLY).

· PUMP INTAKE CONFIGURATION.

· PUMP DISCHARGE CONFIGURATION (ESPECIALLY PLANS TO LIMIT DOWNSTREAM SEDIMENTATION).

· SIZE OF PUMP OR PUMPS.

· PUMP NOISE ABATEMENT MEASURES.

· OPERATION, MAINTENANCE AND BACKUP PLANS.

· ROUTING OF PUMP DISCHARGE LINES.

· PLAN FOR COLLECTING AND PUMPING SEEPAGE FROM WITHIN THE CONSTRUCTION AREA.

· CONSTRUCTION SITE FLOODING AND EVACUATION PLANS.

· SITE FLOODING RECOVERY APPROACH.

SITE FLOODING PLAN:

PRIMARY AND BACKUP DIVERSION/PUMPING SYSTEMS IN THE APPROVED "DITCH MAINTENANCE PLAN" SHALL BE ADEQUATE FOR THE NORMAL FLOWS ANTICIPATED AND AGREED TO WITH THE CITY FOR THE PERIOD OF CONSTRUCTION. IN THE EVENT OF A STORM EVENT WHICH EXCEEDS THE CAPACITY OF THE PUMPING/DIVERSION SYSTEMS, THE CONTRACTOR SHALL PREPARE FOR FLOODING OF THE CONSTRUCTION SITE BY TIMELY PROTECTION OF COMPLETED WORK

AND REMOVAL OF PEOPLE, MATERIALS AND EQUIPMENT.

RECOVERY OPERATIONS FOLLOWING A FLOODING EVENT ARE TO INCLUDE RESTORATION OF THE SITE TO "IN-THE-DRY" CONDITIONS SUBJECT TO THE APPROVAL OF THE CITY. RECOVERY IS TO INCLUDE REPLACEMENT OF EQUIPMENT AND MATERIALS AND REMOVAL OF SEDIMENTATION, DEBRIS, ETC. RESULTING FROM THE FLOODING EVENT

TO ALLOW CONSTRUCTION TO PROCEED.

MAINTENANCE OF TRAFFIC:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND MAINTENANCE OF TRAFFIC BY THE PROPER USE OF BARRICADES, WARNING LIGHTS, FLARES AND

NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES. ALL FORMS OF TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, TRAFFIC CONTROL FOR HIGHWAY CONSTRUCTION AND MAINTENANCE OPERATIONS. THE CONTRACTOR SHALL PROVIDE SIGNAGE FOR 'ROAD CLOSED TO THRU TRAFFIC' AND 'DETOUR'. ACCESS SHALL BE CONTINUOUSLY MAINTAINED FOR ALL PROPERTY OWNERS SURROUNDING THE WORK SITE.

LIGHTED WARNING DEVICES ARE TO BE OPERATIONAL PRIOR TO DUSK EACH NIGHT DURING CONSTRUCTION.

MAINTENANCE OF TRAFFIC SHALL COMPLY WITH FDOT SECTION 102.

MAINTENANCE OF PEDESTRIAN TRAFFIC:

PEDESTRIAN TRAFFIC ALONG TRAIL MUST BE MAINTAINED AT ALL TIMES. ALL EQUIPMENT CROSSINGS, DELIVERIES, OR VEHICLE STAGE MUST HAVE PROPER SIGNAGE AND PERSONNEL (FLAGMEN ETC.) TO ENSURE THAT PEDESTRIAN SAFETY IS PROPERLY MAINTAINED. NO VEHICLE STAGING ON TRAIL.

GEOWEB:

WORK INCLUDED: THIS SECTION INCLUDES PROVIDING ALL MATERIAL, LABOR, TOOLS AND EQUIPMENT FOR INSTALLATION OF CELLULAR CONFINEMENT SYSTEM AS SHOWN IN THE CONTRACT DOCUMENTS AND AS SPECIFIED IN THIS SECTION. THE CELLULAR CONFINEMENT SYSTEM SHALL BE USED TO RETAIN RIPRAP AGGREGATE FOR

CHANNEL AND SIDE SLOPE PROTECTION.

SUBMITTALS:

SUBMIT MANUFACTURER'S SHOP DRAWINGS IN ACCORDANCE WITH PROJECT SPECIFICATION, INCLUDING MANUFACTURER'S PRODUCT DATA, SAMPLES AND SECTION

LAYOUT.

MANUFACTURER'S CERTIFICATE OF ANALYSIS: MANUFACTURER SHALL SUPPLY CERTIFICATE OF ANALYSIS CONTAINING THE FOLLOWING TEST RESULTS FOR THE CELLUAR CONFINEMENT MATERIAL USED FOR PROJECT: BASE RESIN LOT NUMBER(S), RESIN DENSITY PER ASTM-1505, PRODUCTION LOT NUMBER(S), MATERIAL

THICKNESS, SHORT TERM SEAM PEEL STRENGTH, AND PERCENTAGE OF CARBON BLACK.

DESIGN CALCULATIONS AND DRAWINGS. PROVIDE A COMPLETE SET OF DESIGN CALCULATIONS INCLUDING A DESCRIPTION OF THE HYDRAULIC AND STATIC ANALYSES

PERFORMED TO DETERMINE OVERALL STABILITY.

A. THE CALCULATIONS SHALL BE SUBMITTED AT THE TIME OF BID.

B. MINIMUM OVERALL DESIGN FACTOR OF SAFETY SHALL BE 1.4.

C. AT A MINIMUM; INCLUDE CHANNEL DESIGN CONDITIONS, CHANNEL AND HYDRAULIC STABILITY CALCULATIONS, FLOW, VELOCITY, ROUGHNESS COEFFICIENTS, WATER DEPTH, TRACTIVE FORCE, CALCULATED FACTORS OF SAFETY, FRICTION ANGLES AND TYPE OF ANCHORAGE (ANCHORS, TENDONS, EARTH ANCHORS, ETC).

D. IF REQUIRED, PROVIDE TYPE (CREST BURIAL, PIPE DEADMAN, CONCRETE DEADMAN, EARTH ANCHORS, ETC.) AND CALCULATIONS FOR THE RECOMMENDED

CREST ANCHORAGE SYSTEM.

E. IF TENDONS ARE REQUIRED, A SUBMITTAL SHALL BE INCLUDED FOR THE LOAD TRANSFER DEVICE INCLUDING THIRD PARTY TESTING SHOWING PULL THROUGH

TESTING EXCEEDING 420 POUNDS.

F. THE STABILITY CALCULATIONS SHALL BE IN MICROSOFT EXCEL CONVERTED TO ADOBE PDF FORMAT.

G. CROSS SECTION DRAWINGS SHALL BE IN AUTOCAD CONVERTED TO ADOBE PDF FORMAT.

MANUFACTURING CERTIFICATION:

THE MANUFACTURER SHALL HAVE EARNED A CERTIFICATE OF REGISTRATION, WHICH DEMONSTRATES THAT ITS QUALITY-MANAGEMENT SYSTEM FOR ITS GEOWEB CELLULAR CONFINEMENT SYSTEM IS CURRENTLY REGISTERED TO THE ISO 9001:2015 AND CE QUALITY STANDARDS.

STAKE ANCHORAGE (ATRA ANCHORS):

A. ATRA ANCHORS SHALL CONSIST OF STANDARD (0.5 INCH) OR METRIC (10-12 MM) STEEL REINFORCING ROD WITH AN ATRA® CLIP ATTACHED AS AN END CAP.

B. ATRA ANCHORS SHALL BE ASSEMBLED BY INSERTING THE ATRA STAKE CLIP ONTO THE REINFORCING ROD SO THAT THE END IS FLUSH WITH THE TOP OF THE ATRA CLIP. PRIOR TO ATTACHING THE ATRA STAKE CLIP, THE REINFORCING ROD SHALL BE BEVELED AND FREE FROM ALL BURRS.

C. THE ANCHOR LENGTH SHALL BE 18" AND PLACEMENT SHALL BE AS SHOWN IN THE CONTRACT DOCUMENTS.

CELL INFILL MATERIALS:

DITCH SIDE SLOPES & DITCH BOTTOM

SHALL BE FILLED WITH RIP-RAP AGGREGATE 6" TO 12" IN DIAMETER AND MUST BE FREE OF ANY SILTS OR FINES. SEE NOTES AND DETAILS.

INSTALLATION OF THE CHANNEL PROTECTION SYSTEM

PREPARE SUB GRADE AND INSTALL CHANNEL PROTECTION SYSTEM IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

SUB GRADE PREPARATION

A. EXCAVATE OR FILL FOUNDATION SOILS SO TOP OF INSTALLED SECTION IS FLUSH WITH OR SLIGHTLY LOWER THAN ADJACENT TERRAIN OR FINAL GRADE AS

INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER.

SECTION ANCHORAGE

A. ANCHORAGE REQUIREMENTS FOR THE SECTIONS SHALL BE AS SHOWN ON THE CONTRACT DOCUMENTS AND AS DIRECTED BY THE ENGINEER.

B. ANCHORAGE WITH ATRA ANCHORS

- POSITION COLLAPSED GEOWEB SECTIONS AT THE CREST OF THE CHANNEL SLOPE.

- IF REQUIRED, EXCAVATE THE ANCHOR TRENCH AT THE TOP OF THE SLOPE TO THE DEPTH AS SHOWN ON THE CONTRACT DOCUMENTS.

- DRIVE ATRA ANCHORS AT THE CREST OF THE SLOPE TO SECURE THE SECTIONS IN PLACE AND ALLOW EXPANSION OF THE SECTIONS INTO

POSITION.

SECTION PLACEMENT AND CONNECTION

A. VERIFY ALL SECTIONS ARE EXPANDED UNIFORMLY TO REQUIRED DIMENSIONS AND THAT OUTER CELLS OF EACH SECTION ARE CORRECTLY ALIGNED.

INTERLEAF OR OVERLAP EDGES OF ADJACENT SECTIONS. ENSURE UPPER SURFACES OF ADJOINING SECTIONS ARE FLUSH AT JOINT AND ADJOINING CELLS

ARE FULLY ALIGNED AT THE CELL WALL SLOT.

B. CONNECT THE SECTIONS WITH ATRA KEYS AT EACH INTERLEAF AND END TO END CONNECTION. INSERT THE ATRA KEY THROUGH THE CELL WALL I-SLOT BEFORE INSERTING THROUGH THE ADJACENT CELL. TURN THE ATRA KEY 90 DEGREES TO LOCK THE SECTIONS TOGETHER.

TOPSOIL INFILL PLACEMENT

A. PLACE SPECIFIED INFILL IN EXPANDED CELLS WITH SUITABLE MATERIAL HANDLING EQUIPMENT, SUCH AS A BACKHOE, FRONT-END LOADER, CONVEYOR, OR

CRANE-MOUNTED SKIP.

B. LIMIT DROP HEIGHT TO A MAXIMUM OF 3 FEET (1 M) TO PREVENT PANEL DISTORTION.

C. FILL SECTIONS FROM THE CREST OF THE CHANNEL SLOPE TO TOE OR IN ACCORDANCE WITH ENGINEER'S DIRECTION.

D. INFILL MATERIAL SHALL BE FREE-FLOWING AND NOT FROZEN WHEN PLACED INTO THE SECTIONS.

E. EVENLY SPREAD INFILL AND TAMP INTO PLACE.

CONCRETE NOTES:

1. PROVIDE 1" CHAMFERS ON ALL EXPOSED EDGES UNLESS OTHERWISE NOTED.

2. CONCRETE SHALL CONFORM TO SECTION 346 OF THE CONSTRUCTION SPECIFICATIONS.

3. CONCRETE COVER ON REINFORCING STEEL SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE.

· CONCRETE COVER SHOWN IN THE PLANS DOES NOT INCLUDE PLACEMENT AND FABRICATION TOLERANCES UNLESS SHOWN AS MINIMUM COVER”. FOR

REPLACEMENT AND FABRICATION TOLERANCES, SEE FDOT STANDARD SPECIFICATIONS.

· CONCRETE FOR COPING AND/OR JUNCTION SLAB SHALL BE CLASS IV (F'c=5,500 PSI) WITH SILICA FUME, METAKAOLIN OR ULTRAFINE FLY ASH FOR WALLS.

STRUCTURAL NOTES:

1. REINFORCING BARS SHALL BE DEFORMED BARS CONFORMING TO ASTM A-615, GRADE 60.

2. BONDED CONSTRUCTION JOINTS: ROUGHEN SURFACE TO A FULL AMPLITUDE OF APPROXIMATELY 1/4". THOROUGHLY CLEAN HARDENED SURFACES AND COAT WITH BONDING AGENT IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS PRIOR TO ADJACENT POUR.

3. EXCEPT AS OTHERWISE SHOWN, ALL HOOKS ARE ACI STANDARD AND ALL LAP SPLICES ARE CLASS "B". MECHANICAL CONNECTORS SHALL DEVELOP 125%

SPECIFIED YIELD STRENGTH OF BAR IN TENSION OR COMPRESSION.

4. CONTRACTOR SHALL NOT ALLOW CONCRETE DEMOLITION DEBRIS TO FALL INTO THE WATER. ALL DEBRIS SHALL BE DISPOSED OFFSITE. CONTRACTOR SHALL USE CERTIFIED COMMERCIAL DIVERS TO INSPECT THE BOTTOM AND REMOVE ALL DEBRIS AND OTHER CONSTRUCTION MATERIAL.

5. CONTRACTOR SHALL PROVIDE THE QUANTITY OF MATERIALS NECESSARY TO CONSTRUCT THE BULKHEAD BASED ON GEOMETRY AND THE DESIGN DEPICTED.

6. CONTRACTOR SHALL INSTALL CRACK CONTROL JOINTS PER STRUCTURAL DETAILS

7. PROVIDE FACTORY APPLIED EPOXY COATING IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS ON THE EXPOSED FACE OF THE STEEL SHEET PILE WALL

TO 5 FT BELOW THE FRONT OF THE WALL SOIL ELEVATION.

8. ALL EXPOSED CONCRETE SURFACES, THAT ARE NOT FORMED, SHALL HAVE A LIGHT BROOM FINISH.

LAKE MONROE STAGE (WATER LEVEL) ELEVATION:

1. THE STAGE OF LAKE MONROE VARIES ACCORDING TO TIME OF THE YEAR, TIDAL PATTERNS, AND IN RELATION TO MAJOR STORM EVENTS IN CENTRAL FLORIDA. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING MEANS AND METHODS OF CONSTRUCTION AS NECESSARY TO ADJUST TO THE VARYING LAKE CONDITIONS. THE HISTORICAL STAGE (WATER LEVEL) ELEVATIONS FOR LAKE MONROE ARE PROVIDED AS FOLLOWS;

Lake Monroe Lake Levels (NAVD88):

Annual Average (1942-2005) = 0.85 Seasonal High (1991-2005) = 2.95 10 Yr. (FEMA) = 5.65 100 Yr (FEMA) = 8.15

THE COMPLETE STORMWATER POLLUTION PREVENTION PLAN INCLUDES:

- NARRATIVE WITH FULL PROJECT AREA DESCRIPTIONS AND FLOW PATH TO RECEIVING WATER BODY

- THE CONTRACTOR'S EROSION CONTROL PLAN SATISFY ALL REQUIREMENTS NOTED IN SECTION 104 AND 251 OF THE FDOT STANDARD SPECIFICATIONS

FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION)

- REPORTS OF INSPECTION MADE DURING CONSTRUCTION

1.0 SITE DESCRIPTION

1.a NATURE OF CONSTRUCTION ACTIVITY ALONG THE FOLLOWING AREAS:

THE PROJECT INCLUDES REMOVAL OF DEBRIS AND VEGETATION IN THE AREAS LISTED BELOW AND INCLUDES EMBANKMENT MAINTENANCE THROUGH

THE ADDITION OF SHEET PILING, RUBBLE RIP-RAP, GEOWEB, AND CONCRETE REVETMENT.

- GEE CREEK BASIN SOUTH OF THE PALMS ON OXFORD ROAD.

- GEE CREEK BASIN AT GOLF COURSE ON S. TRIPLET LAKE DRIVE.

1.b SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:

THE CONTRACTOR SHALL PROVIDE A DETAILED SEQUENCE OF CONSTRUCTION FOR ALL CONSTRUCTION ACTIVITIES.

1.c OUTFALL INFORMATION DESCRIPTION:

THE EXISTING GEE CREEK DRAINAGE SYSTEMS OUTFALL THROUGH CASSELBERRY AND WINTER SPRINGS AND ULTIMATELY DRAIN INTO LAKE JESUP.

1.d SITE MAP:

THE CONSTRUCTION PLANS ARE THE SITE MAPS.

- AREAS OF SOIL DISTURBANCE: THE AREAS TO BE DISTURBED ARE INDICATED ON THE PLAN SHEETS.

- AREAS NOT TO BE DISTURBED: THE AREAS NOT TO BE DISTURBED ARE ANY AREAS OUTSIDE OF THE RIGHT-OF-WAY WITH EXCEPTIONS AS INDICATED

BY THE CONTRACTOR'S EROSION CONTROL PLAN.

- LOCATIONS OF TEMPORARY CONTROLS: THE TEMPORARY EROSION CONTROL MEASURES INCLUDE ALL SILT FENCING, FLOATING TURBIDITY BARRIERS, SYNTHETIC BALES, AND ADDITIONAL MEASURES AS INDICATED IN THE FDOT DESIGN INDEXES 100 TO 106, OR AS REQUIRED BY THE CITY.

THE QUANTITIES FOR SILT FENCING AND TURBIDITY BARRIER SHALL BE DETERMINED FROM THE SITE PLAN AND SHALL BE PAID UNDER ITEM 104-1.

GEE GREEK BASIN

THIS PROJECT AREA CURRENTLY DRAINS NORTH VIA MOSTLY CHANNEL FLOW AND THE LIMITED EXISTING CONVEYANCE SYSTEM TO LAKE JESUP.

- DISCHARGE POINT TO SURFACE WATERS: GEE CREEK LOCATION 28.711573° N, 81.290118° W

- RECEIVING WATER NAME: GEE CREEK WHICH DRAINS TO LAKE JESUP.

2.0 EROSION CONTROL PLAN:

AN EROSION CONTROL PLAN SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE CITY'S ENGINEER FOR APPROVAL PRIOR TO THE PRE-CONSTRUCTION MEETING. THE CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT TO THE VOLUME AND AMOUNT AS THAT ARE EXISTING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THIS CONDITION WILL BE SATISFIED FOR THE TOTAL ANTICIPATED CONSTRUCTION PERIOD. PROVISION MUST BE MADE TO PRESERVE THE INTEGRITY AND CAPACITY OF CHECK WEIRS, SEDIMENT BASINS, SLOPE DRAINS, GRADING PATTERNS, ETC. REQUIRED TO MEET THIS PROVISION THROUGHOUT THE LIFE OF THE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE HAY BALES, SILT BARRIERS, TEMPORARY GRASSING, ETC. AS REQUIRED TO FULLY COMPLY WITH THE INTENT OF THIS

SPECIFICATION.

THE CONTRACTOR SHALL NOT DISCHARGE OR PERMIT DISCHARGE INTO THE WATERS OF LAKES, RIVERS, CANALS, WATERWAYS AND DITCHES, ANY FUELS, OILS, BITUMEN'S, GARBAGE, SEWAGE, OR OTHER MATERIALS WHICH MAY BE HARMFUL TO FISH, WILDLIFE, OR VEGETATION, OR THAT MAY BE DETRIMENTAL TO OUTDOOR RECREATION. ALL WORK UNDER THIS CONTRACT SHALL BE PERFORMED IN SUCH A MANNER THAT OBJECTIONABLE CONDITIONS WILL NOT BE

CREATED IN WATERS THROUGH OR ADJACENT TO THE PROJECT AREAS.

THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO MINIMIZE DEGRADATION OF WATER QUALITY AT THE SITE. ALL NECESSARY PROVISIONS SHALL BE TAKEN TO ENSURE COMPLIANCE WITH THE WATER QUALITY STANDARDS OF THE STATE OF FLORIDA. ADEQUATE SILT CONTAINMENT PROCEDURES AND EQUIPMENT SHALL BE USED AS NECESSARY TO CONTROL TURBIDITY WITHIN STATE STANDARDS.

DISPOSAL OF ANY MATERIALS, WASTES, EFFLUENTS, TRASH, GARBAGE, OIL, GREASE AND CHEMICALS, IN AREAS ADJACENT TO WATERS SHALL BE PROHIBITED IF ANY WASTE MATERIAL IS DUMPED IN UNAUTHORIZED AREAS, THE CONTRACTOR SHALL REMOVE THE MATERIAL AND RESTORE THE AREA TO THE CONDITION OF THE ADJACENT UNDISTURBED AREA IF NECESSARY, CONTAMINATED GROUND SHALL BE EXCAVATED AND DISPOSED OF AS DIRECTED BY THE OWNER AND REPLACED WITH SUITABLE FILL MATERIALS, COMPACTED AND FINISHED WITH TOPSOIL, ALL AT THE EXPENSE OF THE CONTRACTOR.

THE CONTRACTOR SHALL AT ALL TIMES PERFORM ALL WORK AND TAKE SUCH STEPS REQUIRED TO PREVENT ANY INTERFERENCE OR DISTURBANCE TO FISH AND WILDLIFE .THE CONTRACTOR SHALL NOT BE PERMITTED TO ALTER WATER FLOWS OR OTHERWISE SIGNIFICANTLY DISTURB NATIVE HABITAT ADJACENT TO THE PROJECT AREA WHICH ARE CRITICAL TO FISH AND WILDLIFE EXCEPT AS MAY BE INDICATED OR SPECIFIED.

EARTHWORK BROUGHT TO FINAL GRADE SHALL IMMEDIATELY BE FINISHED AS INDICATED AND SPECIFIED. ALL EARTHWORK SHALL BE PLANNED AND CONDUCTED IN SUCH A MANNER AS TO MINIMIZE THE DURATION OF EXPOSURE OF UNPROTECTED SOILS.

THE RATE OF RUNOFF FROM THE CONSTRUCTION SITE SHALL BE MECHANICALLY RETARDED AND CONTROLLED. THIS INCLUDES CONSTRUCTION OF DIVERSION DITCHES, BENCHES, AND BERMS, TO RETARD AND DIVERT RUNOFF TO PROTECTED DRAINAGE COURSES.

THE CONTRACTOR SHALL EMPLOY ADEQUATE SILT CONTAINMENT EQUIPMENT AND/OR PROCEDURES DURING ANY DEMOLITION, PILE JETTING, AND/OR FILLING OR SIMILAR CONSTRUCTION ACTIVITIES TO CONTROL TURBIDITY OF THE ADJACENT WATER BODY TO WITHIN THE LIMITS REQUIRED BY LOCAL, STATE OR

FEDERAL LAW AND/OR PERMIT REQUIREMENTS.

BORROW AND/OR STOCKPILING WILL NOT BE PERMITTED IN AREAS WHERE SUITABLE ENVIRONMENTAL CONTROLS ARE NOT POSSIBLE.

GENERAL WASTES SHALL BE PICKED UP AND PLACED IN CONTAINERS, WHICH ARE EMPTIED ON A REGULAR SCHEDULE. ALL HANDLING AND DISPOSAL SHALL BE SO CONDUCTED AS TO PREVENT CONTAMINATION OF THE SITE AND ANY OTHER AREA S O. N COMPLETION, THE AREAS SHALL BE LEFT CLEAN AND NATURAL LOOKING. ALL SIGNS OF TEMPORARY CONSTRUCTION AND ACTIVITIES INCIDENTAL TO CONSTRUCTION OF THE REQUIRED PERMANENT WORK IN

PLACE SHALL BE OBLITERATED.

CONTRACTOR SHALL TRANSPORT ALL WASTE OFF OF OWNER'S PROPERTY AND DISPOSE OF IT IN A MANNER THAT COMPLIES WITH FEDERAL, STATE AND

LOCAL REQUIREMENTS.

2.1 STOCKPILING MATERIAL

NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT

WATER BODY OR STORMWATER COLLECTION FACILITY.

2.2 EXPOSED AREA LIMITATION

THE SURFACE AREA OF OPEN, RAW ERODABLE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL BE CONTROLLED, SO THAT THIS OPERATION WILL NOT SIGNIFICANTLY AFFECT OFFSITE DEPOSIT SEDIMENTS.

2.3 INLET PROTECTION

INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN STORMWATER RUNOFF UNTIL THE COMPLETION OF THE ALL CONSTRUCTION

OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET.

2.4 TEMPORARY SEEDING

AREAS OPENED BY CONSTRUCTION OPERATIONS THAT ARE NOT ANTICIPATED TO BE DRESSED OR RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY (30) DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER, DURING THE SEASON IN WHICH IT IS PLANTED. TEMPORARY SEEDING SHALL BE CONTROLLED SO AS TO NOT ALTER OR COMPETE WITH PERMANENT GRASSING. THE RATE OF SEEDING

SHALL BE 30 POUNDS PER ACRE.

2.5 TEMPORARY SEEDING AND MULCHING

SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN 4 ABOVE, SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY TWO (2) INCHES, LOOSE MEASURE, OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH OF FOUR (4) INCHES.

2.6 TEMPORARY GRASSING

THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE

ESTABLISHMENT OF A GOOD GRASS COVER.

2.7 TEMPORARY RE-GRASSING

IF, AFTER 14 DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED

AND ADDITIONAL SEEDS APPLIED TO ESTABLISH THE DESIRED VEGETATION COVER.

2.8 MAINTENANCE

ALL FEATURES OF THE PROJECT SHALL BE CONSTRUCTED TO PREVENT EROSION AND SEDIMENT AND SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION PROPERLY WITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT.

2.9 THE CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH THE EPA NPDES (NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM) REGULATIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR MUST ALSO PREPARE AND SUBMIT A

NOTICE OF INTENT (NOI) FORM TO FDEP, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION.

2.10 UNDER PROVISIONS OF THE CLEAN WATER ACT.

OPERATOR(S) OF CONSTRUCTION SITES, PURSUANT TO CONDITIONS OF THE NPDES PERMIT, MUST SUBMIT A NOI TO OBTAIN COVERAGE UNDER THE

NPDES STORM WATER CONSTRUCTION GENERAL PERMIT.

2.11 NOI'S MUST BE SENT TO THE FOLLOWING ADDRESS. NPDES STORMWATER PROGRAM

2600 BLAIR STONE ROAD

MAIL STATION 2500

TALLAHASSEE, FL 32399

PHONE: (850) 245-7522

2.12 EROSION CONTROL MEASURES SHALL CONFORM WITH SECTION 104 OF FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2025-26). ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO FIELD CONDITIONS AS

DETERMINED BY THE CITY'S AUTHORIZED REPRESENTATIVE AND THE REGULATORY AGENCIES.

3.0 MAINTENANCE:

THE CONTRACTOR SHALL PROVIDE A PLAN FOR MAINTAINING ALL EROSION AND SEDIMENT CONTROLS THROUGHOUT CONSTRUCTION. THE MAINTENANCE

PLAN SHALL AT A MINIMUM, COMPLY WITH THE FOLLOWING:

- SILT FENCE:

MAINTAIN PER SECTION 104

- TURBIDITY BARRIER:

MAINTAIN PER SECTION 104. CONSTRUCT PER FDOT STANDARD INDEX NO. 103.

4.0 INSPECTIONS:

QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.25 INCHES OR GREATER. TO COMPLY, THE CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAUGES AND RECORD DAILY RAINFALL.

WHERE SITES HAVE BEEN PERMANENTLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. THE CONTRACTOR SHALL ALSO INSPECT THAT CONTROLS INSTALLED IN THE FIELD AGREE WITH THE LATEST STORMWATER POLLUTION PREVENTION PLAN.

- DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED.

- AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION.

- STRUCTURAL CONTROLS.

- STORMWATER MANAGEMENT SYSTEMS.

- LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE.

THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF INSPECTIONS THAT INDICATE ITEMS ARE NOT IN GOOD WORKING ORDER.

IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND STRUCTURAL PRACTICES ARE NOT SUFFICIENT TO MINIMIZE EROSION, RETAIN SEDIMENT, AND PREVENT DISCHARGING POLLUTANTS, THE CONTRACTOR SHALL PROVIDE ADDITIONAL MEASURES, AS APPROVED BY THE CITY.

5.0 NON-STORMWATER DISCHARGES:

THE CONTRACTOR SHALL IDENTIFY ALL ANTICIPATED NON-STORMWATER DISCHARGES (EXCEPT FLOWS FROM FIRE FIGHTING ACTIVITIES). THE CONTRACTOR SHALL DESCRIBE THE PROPOSED MEASURES TO PREVENT POLLUTION OF THESE NON-STORMWATER DISCHARGES SUCH AS:

- DEWATERING:

THE CONTRACTOR SHALL DEVELOP, AS NEEDED, ANY DEWATERING SYSTEM THAT PROVIDES PRETREATMENT OF EFFLUENT PRIOR TO DISCHARGE ALONG WITH MEETING ANY FEDERAL, STATE, AND LOCAL DEWATERING PERMIT LAWS, RULES, AND REGULATIONS.

- DUST CONTROL:

THE CONTRACTOR SHALL DEVELOP A DUST CONTROL PLAN AND REMEDIAL ACTION TO CORRECT ANY MALFUNCTIONING MEASURES.

- EQUIPMENT WASHOUT:

THE CONTRACTOR SHALL DEVELOP AN EFFECTIVE CONTROL PLAN IN THE EVENT ANY HAZARDOUS MATERIALS SHOULD SPILL AND A REMEDIAL ACTION

PLAN TO CORRECT ANY MALFUNCTIONING MEASURES.

IF THE CONTRACTOR ENCOUNTERS CONTAMINATED SOIL OR GROUNDWATER, THE CONTRACTOR SHALL CONTACT THE CITY ENGINEER IMMEDIATELY.

PRE-CONSTRUCTION VIDEO (NOTES):

PART 1-GENERAL

1.01 SCOPE OF WORK

A. THE PURPOSE OF THE AUDIO-VISUAL DOCUMENTATION IS TO PROVIDE THE CITY WITH REGULARLY DOCUMENTED AUDIO-VISUAL RECORDS OF THE

CONSTRUCTION PROCESS FROM THE EXISTING CONDITIONS THROUGH FINAL COMPLETION.

1.02 PRE-CONSTRUCTION VIDEO REQUIREMENTS INCLUDED

A. THE CONTRACTOR SHALL EMPLOY A PROFESSIONAL VIDEOGRAPHER TO TAKE A PRE-CONSTRUCTION VIDEO OF THE ENTIRE SITE INCLUDING THE AREAS OF ADJACENT PROPERTIES WITHIN 100-FEET OF THE LIMITS OF WORK AND SHALL BE MADE WITHIN 30-DAYS BEFORE BEGINNING WORK. SPECIAL ATTENTION SHALL BE MADE TO SHOW THE EXISTING BUILDINGS,EQUIPMENT, PAVED ROADS, SIGNS, AND OTHER EXISTING FEATURES.

B. THE CONTRACTOR SHALL SUBMIT A QUALITY AUDIO-VIDEO RECORDING DOCUMENTING PRE-CONSTRUCTION FIELD CONDITIONS FOR THE ENTIRE PROJECT. WHEN THE WORK INCLUDES CONSTRUCTION OF WATER, WASTEWATER, REUSE, OR OTHER LINES IN THE VICINITY OF ANY STREET OR ROAD, THE CONTRACTOR SHALL TAKE DIGITAL AUDIO-VIDEO RECORDINGS OF EXISTING CONDITIONS ALONG BOTH SIDES OF THE STREET OR ROAD. THE PRE-CONSTRUCTION VIDEO SHALL BE SUBMITTED TO THE CITY AND ACCEPTED PRIOR TO COMMENCING ANY WORK OR USING ANY CONTRACTOR

LAYDOWN AREAS.

C. ELECTRONIC DIGITAL PHOTOGRAPHY SHALL ALSO BE USED AS NECESSARY TO RECORD AND FACILITATE RESOLUTION OF ON-SITE ISSUES THROUGH THE TRANSMISSION OF ELECTRONIC PHOTOGRAPHS BY E-MAIL FROM THE SITE TO THE PROFESSIONAL’S AND CITY’S OFFICES

PART 2-PRODUCTS

2.01 AUDIO-VIDEO RECORDING

A. EACH AUDIO-VIDEO RECORDING SHALL BE SAVED ON APPROPRIATE THUMB DRIVE MEDIA VIEWABLE ON STANDARD MEDIA PLAYERS OR COMPUTER.

B. EACH THUMB DRIVE SHALL CONTAIN THE FOLLOWING INFORMATION AND ARRANGEMENT AT THE BEGINNING AS A TITLE SCREEN:

1. CASSELBERRY, FLORIDA

2. PROJECT NAME

3. PROJECT NUMBER

4. CONTRACTOR: (NAME OF CONTRACTOR)

5. DATE: (WHEN PHOTO WAS TAKEN)

6. VIDEO BY: (FIRM NAME OF VIDEOGRAPHER)

7. LOCATION: (DESCRIPTION OF LOCATION(S) AND VIEW(S))

C. EACH THUMB DRIVE RECORDING SECTION SHALL BEGIN WITH AN AUDIO DESCRIPTION OF THE CITY'S NAME, CONTRACT NAME AND NUMBER, CONTRACTOR'S NAME, DATE AND LOCATION INFORMATION SUCH AS STREET NAME, DIRECTION OF TRAVEL, VIEWING SIDE, ETC.

D. INFORMATION APPEARING ON THE VIDEO RECORDING MUST BE CONTINUOUS AND RUN SIMULTANEOUSLY BY COMPUTER GENERATED TRANSPARENT DIGITAL INFORMATION. NO EDITING OR OVERLAYING OF INFORMATION AT A LATER DATE WILL BE ACCEPTABLE.

E. DIGITAL INFORMATION TO APPEAR IN THE UPPER LEFT CORNER SHALL BE AS FOLLOWS:

1. NAME OF CONTRACTOR

2. DAY, DATE AND TIME

3. NAME OF PROJECT & SPECIFICATION NUMBER

F. TO PRECLUDE THE POSSIBILITY OF TAMPERING OR EDITING IN ANY MANNER, ALL VIDEOS RECORDINGS MUST, BY ELECTRONIC MEANS, DISPLAY CONTINUOUSLY AND SIMULTANEOUSLY RECORDED DIGITAL INFORMATION ON THE VIDEO, INCLUDING THE DATE AND TIME OF RECORDING. THE TIME

SHALL CONSIST OF HOURS, MINUTES, AND SECONDS SEPARATED BY COLONS (I.E. 10:35:18)

G. WRITTEN DOCUMENTATION MUST COINCIDE WITH THE INFORMATION ON THE THUMB DRIVE SO AS TO MAKE EASY RETRIEVAL OF LOCATIONS AT A LATER

DATE.

H. THE VIDEO SYSTEM SHALL HAVE THE CAPABILITY TO TRANSFER INDIVIDUAL FRAMES OF VIDEO ELECTRONICALLY INTO HARD COPY PRINTS OR

PHOTOGRAPHIC NEGATIVES.

I. AUDIO SHALL BE RECORDED AT THE SAME TIME AS THE VIDEO RECORDING AND SHALL HAVE THE SAME INFORMATION AS ON THE VIEWING SCREEN.AUDIO SHALL INCLUDE A NARRATIVE COMMENTARY OF WHAT IS BEING OBSERVED AT THE TIME OF RECORDING.SPECIAL COMMENTARY SHALL BE GIVEN FOR UNUSUAL CONDITIONS OF BUILDINGS, SIDEWALKS AND CURBING, FOUNDATIONS, TREES AND SHRUBBERY, STRUCTURES, EQUIPMENT, PAVEMENT,ETC.

J. ALL THUMB DRIVES SHALL HAVE LABELS OR A TEST FILE WITH THE FOLLOWING INFORMATION:

1. THUMB DRIVE NUMBER

2. CITY'S NAME

3. DATE OF RECORDING

4. PROJECT NAME AND NUMBER

5. LOCATION AND STANDING LIMIT OF VIDEO

PART 3-PAYMENT

3.01 MEASUREMENT AND PAYMENT

A. THE PRE-CONSTRUCTION VIDEO SHALL BE PAID AS A LUMP SUM PAYMENT AS PART OF THE PROJECTS MOBILIZATION UNDER ITEM 101-1. THE PAYMENT

SHALL FOLLOW THE REVIEW AND APPROVAL OF THE VIDEO BY CITY STAFF.

SHEET PILE REQUIREMENTS:

1. CONTRACTOR SHALL SUPPLY AND INSTALL PZ27 STEEL SHEET PILE OR EQUIVALENT SHEET PILE MATERIAL WITH A MINIMUM 0.25" THICKNESS REQUIREMENT.

2. SHEET PILE WALLS HAVE BEEN DESIGNED BASED ON THE RETAINED HEIGHT AS SHOWN AND WHEN APPLICABLE, WITH A 150 PSF LIVE LOAD SURCHARGE AT

THE UPPER GROUND SURFACE WHEN TRAFFIC IS ADJACENT TO THE WALL.

3. SHOP DRAWINGS FOR STEEL SHEET PILE WALLS SHALL BE SUBMITTED.

4. WALLS ARE DESIGNED USING RESISTANCE REDUCTION FACTOR OF 1.0 APPLIED TO PASSIVE SOIL PRESSURE AND LOAD FACTORS OF 1.0

5. SOIL STRATIGRAPHY ASSUMED FOR THE DESIGN OF SHEET PILE WALLS ARE SHOWN ON WALL BORING SHEETS. IF CONDITIONS ENCOUNTERED DURING CONSTRUCTION OPERATIONS SIGNIFICANTLY DIFFER FROM THOSE SHOWN, THE ENGINEER SHALL BE NOTIFIED AND WALL REDESIGN CONSIDERED.

6. TEMPORARY EXCAVATION SLOPES SHALL NOT EXCEED 1.0 VERTICAL TO 2.0 HORIZONTAL.

7. STEEL SHEET PILES SHALL BE ASTM A572 GR. 50, (SEE SHEET PILE WALL DATA TABLE).

8. ALL WALL LENGTHS ARE TO THE BACK OF STEEL SHEET PILES UNLESS OTHERWISE NOTED.

9. THE CONTRACTOR MAY PROPOSE ALTERNATIVE EXCAVATION SUPPORT DETAILS OR SYSTEMS. SUCH ALTERNATIVES SHALL REQUIRE SHOP DRAWINGS.

10. THE CONTRACTOR SHALL HAVE SUITABLE EQUIPMENT AND SHALL TAKE APPROPRIATE MEASURES TO ACHIEVE THE REQUIRED TIP ELEVATIONS. THESE MAY INCLUDE PRE-PUNCHING, SPUDDING, PREFORMED PILE HOLES, OR OTHER METHODS, AND ANY ASSOCIATED COST SHALL BE INCIDENTAL TO THE COST OF

STEEL SHEET PILING (PERMANENT).

11. MINIMUM THICKNESS OF THE SHEET PILE SHOULD BE CHOSEN TO BE COMPATIBLE WITH THE SOIL ENCOUNTERED/DRIVEN THROUGH AND THE PILE AND

DRIVING EQUIPMENT.

FILTER FABRIC (GEOTEXTILE):

CONTRACTOR SHALL INSTALL FILTER FABRIC (GEOTEXTILE) THAT SATISFIES FDOT SECTION 514 UNDER ALL RIP-RAP, GEO-WEBB, AND PRECAST STRUCTURES.

FILTER FABRIC (GEOTEXTILE) SHALL BE MIRAFI FILTERWEAVE 700 WOVEN GEOTEXTILE OR EQUIVALENT GEOFABRIC.

ARTICULATING CONCRETE BLOCK (ACB) MATS:

CONTRACTOR SHALL INSTALL ARTICULATING BLOCK MATS PER DETAIL, SHEET C-9. ARTICULATING BLOCK MATS SHALL BE IECS CABLE CONCRETE G2.

ACB MATS CELL INFILL:

CELL INFILL MATERIAL SHALL BE TOPSOIL FOR VEGETATED SURFACES AND SHALL HAVE AN SCS TEXTURE OF LOAM, SANDY LOAM OR SILTY LOAM. TOPSOIL SHALL BE

NEITHER EXCESSIVELY ACIDIC NOR ALKALINE.

INFILL MATERIAL SHALL BE FREE OF ANY FOREIGN MATERIAL.

CLAYS AND SILTS ARE NOT ACCEPTABLE INFILL MATERIAL.

INFILL MATERIAL SHALL BE FREE-FLOWING AND NOT FROZEN WHEN PLACED IN THE SECTIONS.

ADDITIONAL COMPONENTS

VEGETATION SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS (SEED AND MULCH).

INSTALLATION OF THE CHANNEL PROTECTION SYSTEM

PREPARE SUB GRADE AND INSTALL CHANNEL PROTECTION SYSTEM IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

SUB GRADE PREPARATION

A. EXCAVATE OR FILL FOUNDATION SOILS SO TOP OF INSTALLED SECTION IS FLUSH WITH OR SLIGHTLY LOWER THAN ADJACENT TERRAIN OR FINAL GRADE AS

INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER.

SITE BENCHMARK #302

SITE BENCHMARK #304

SITE BENCHMARK #102

TRACT "A"

WATER RETENTION AREA

S 89°45'51" E (SP) 634.06'

OVERALL CURVE

'��= 46°27'29" R = 332.08' C = 261.95' L = 269.27'

CB = S 29°51'28" W(SP)

NOT PLATTED

S 89°45'51" E (SP) 634.06'

LOT 1

N 89°45'51" W (SP) 609.71' N 89°45'51" W (SP)

609.71'

Job No.

Date:

Checked by:

Designed by:

Drawn by:

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

Revision

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

PW2516 Gee Creek Watershed Erosion Control (due to Hurricane Milton)

City of Casselberry, Florida 2500319 July 15, 2026 D. Mahler

L. Pultz Z. Aadad / D. HollandCPH Consulting, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

LAWRENCE O. PULTZ, II, P.E.

P.E. LIC. # 70947 B

ID

S

E T

THE PALMS - SANDPIPER LANE

SITE ACCESS - TEMPORARY

CONSTRUCTION EASEMENT C-1

10 402020

1 inch = 20 ft.

( IN FEET )

GRAPHIC SCALE

N

OXFORD ROAD

TEMPORARY CONSTRUCTION

EASEMENT LIMITS / LIMITS OF

DISTURBANCE

EXISTING PALM TREE

TO BE REMOVED

TEMPORARY CONSTRUCTION ENTRANCE

P7

SITE PHOTO 7

P7

LIMITS OF DISTURBANCE

PROTECT EXISTING

CYPRESS TREE

PROTECT EXISTING

OAK TREE

PROTECT EXISTING

CYPRESS TREE

PROTECT EXISTING

PALM TREES

REMOVE & DISPOSE OF

SEDIMENT FROM DITCH

BOTTOM. SEE SEDIMENT

REMOVAL NOTES, ABOVE.

P

SITE PHOTO 3

P3

SITE PHOTO 1

P1

SITE PHOTO 2

P2

SITE PHOTO 6

P6

SITE PHOTO 5

P5

SITE PHOTO 4

P4

P2

P

P

SEDIMENT REMOVAL NOTES

1. CONTRACTOR SHALL REMOVE AND DISPOSE OF A MINIMUM OF 1 FT. OF SEDIMENT FROM THE

BOTTOM OF DITCH.

2. CONTRACTOR SHALL REGRADE THE DITCH FLOWLINE SO THAT THE DITCH HAS A MINIMUM OF 8 FT.

WIDE FLAT AREA CENTERED IN THE MIDDLE OF THE EXISTING DITCH AND REGRADE THE SIDE

SLOPES ±3:1 TO MATCH EXISTING DITCH SIDE SLOPES..

3. CONTRACTOR SHALL LOCATE ALL UTILITIES WITHIN THE PROJECT AREA. THIS INCLUDES WATER, RECLAIMED WATER, LIGHTING, ELECTRICAL, AND IRRIGATION.

4. CONTRACTOR SHALL SOD ALL DISTURBED AREAS WITH BAHIA GRASS AND PIN ALL SOD SLOPES

GREATER THAN 3:1 SLOPE.

5. ALL WORK WITHIN THE DITCH SHALL BE COMPLETED WITH RUBBER TRACK MINI-EXCAVATOR, TORO

DINGO TX TRACK LOADER, HAND TOOLS OR EQUIVALENT.

6. CONTRACTOR SHALL COORDINATE WITH THE PALMS AT CASSELBERRY MANAGEMENT COMPANY FOR

TEMPORARY DUMPSTER RELOCATION DURING CONSTRUCTION.

7. CONTRACTOR SHALL COORDINATE WITH THE PALMS AT CASSELBERRY MANAGEMENT COMPANY TO OPERATE IRRIGATION SYSTEM TO LOCATE AND INVENTORY PIPES, VALVES, AND IRRIGATION HEADS.

8. SEE SHEET C-11 FOR DEBRIS AND SEDIMENT REMOVAL DETAILS.

REMOVE & DISPOSE OF SEDIMENT

FROM CONCRETE LINED DITCH

BOTTOM. SEE SEDIMENT

REMOVAL NOTES, ABOVE.

P

P

LIMITS OF DISTURBANCE

LIMITS OF DISTURBANCE

TEMPORARY CONSTRUCTION

EASEMENT LIMITS

EXISTING PERMANENT

DRAINAGE EASEMENT

TEMPORARY CONSTRUCTION

EASEMENT LIMITS

EXISTING PERMANENT

DRAINAGE EASEMENT

LEGEND

TEMPORARY CONSTRUCTION EASEMENT LIMITS

LIMITS OF DISTURBANCE

EXISTING PERMANENT DRAINAGE EASEMENT

NEW CONCRETE FLUME

LIMITS OF SEDIMENT REMOVAL

TEMPORARY CONSTRUCTION ENTRANCE

PROPOSED ARTICULATING CONCRETE MAT

INSTALL TYPE III SILT FENCE

TYPE III SILT FENCE

TEMPORARY CONSTRUCTION EASEMENT

INSTALL TYPE

III SILT FENCE

SURFACE WATER LIMITS

157' 175'

SITE BENCHMARK #302

SITE BENCHMARK #102

S 89°45'51" E (SP) 634.06'

OVERALL CURVE

'��= 46°27'29" R = 332.08' C = 261.95' L = 269.27'

CB = S 29°51'28" W(SP)

NOT PLATTED

S 89°45'51" E (SP) 634.06'

LOT 1

N 89°45'51" W (SP)

609.71'

Job No.

Date:

Checked by:

Designed by:

Drawn by:

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

Revision

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

PW2516 Gee Creek Watershed Erosion Control (due to Hurricane Milton)

City of Casselberry, Florida 2500319 July 15, 2026 D. Mahler

L. Pultz Z. Aadad / D. HollandCPH Consulting, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

LAWRENCE O. PULTZ, II, P.E.

P.E. LIC. # 70947 B

ID

S

E T

THE PALMS - SANDPIPER LANE

SITE PLAN C-2

5 201010

1 inch = 10 ft.

( IN FEET )

GRAPHIC SCALE

N

SITE SPECIFIC NOTES

OXFORD ROAD

P

SITE PHOTO 3

P3

SITE PHOTO 1

P1

SITE PHOTO 2

P2

SITE PHOTO 4

P4

SITE PHOTO 5

P5

SITE PHOTO 6

P6

&P4

P5

P

P2

P1

1. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE TO TREES, SOD, FENCING, ETC.

2. CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL NECESSARY NPDES/SWPPP EQUIPMENT TO

ENSURE THAT ANY RUN OFF OR DISCHARGE LEAVING THE WORK AREA IS CLEAN AND SEDIMENT

FREE.

3. CONTRACTOR IS RESPONSIBLE FOR SODDING ALL DISTURBED AREAS (BAHIA).

4. SOD ON 3:1 SLOPE OR GREATER SHALL BE PINNED.

5. CONTRACTOR SHALL SOD ALL DISTURBED AREAS AND RESTORE ALL DAMAGED PARKING LOT

PAVEMENT AND STRIPING WITHIN THE PROPOSED TEMPORARY EASEMENT AREA USED FOR

LAYDOWN AND STAGING AREAS.

6. CONTRACTOR SHALL BACKFILL WITH CLEAN FREE DRAINING SOILS WITH NO ORGANICS OR SOD

STRIPINGS.

7. IF CONTRACTOR NEEDS ADDITIONAL AREA FOR LAYDOWN AND STAGING THEN THEY SHALL

FORMALLY SUBMIT REQUEST TO THE CITY STAFF. ALL ADDITIONAL SWPPP AND RESTORATION SHALL

BE COVERED BY THE CONTRACTOR.

8. CONTRACTOR SHALL SUPPLY THE NECESSARY MOT AND FLAGGERS FOR ALL DELIVERIES AND WORK

ACTIVITIES THAT MAY DISRUPT THE FLOW OF TRAFFIC ON OXFORD RD OR WITHIN THE PALMS

COMPLEX.

9. ANY DAMAGE TO THE EXISTING ROADWAY PAVEMENT CREATED BY CONSTRUCTION ACTIVITIES

SHALL BE RESTORED TO CITY STANDARD AT THE CONTRACTORS COST.

10. ALL TREE TRIMMING NEED SHALL BE COVERED UNDER CLEARING AND GRUBBING. ALL TREE TRIMMING MUST BE COORDINATED WITH THE CITY'S IN HOUSE ARBORIST AND SHALL BE COMPLETE WITH CHAINSAWS OR HAND TOOLS NOT WITH THE EXCAVATOR, LOADER OR SKID STEER BUCKET. NO

LIMB OVER 6” IN DIAMETER SHALL BE CUT OFF ANY TREE WITHOUT OUT PRIOR APPROVAL.

11. SEE SHEET C-11 FOR DEBRIS AND SEDIMENT REMOVAL DETAILS.

REMOVE & INSTALL ±75 L.F

OF NEW BLACK VINYL

COATED CHAIN LINK FENCE

C -2

C -3

B

REMOVE & DISPOSE OF

SEDIMENT FROM CONCRETE

LINED DITCH BOTTOM.

INSTALL FDOT FLOATING

TURBIDITY BARRIER (TYP.)

INSTALL FDOT FLOATING

TURBIDITY BARRIER

LIMITS OF DISTURBANCE

TEMPORARY CONSTRUCTION

EASEMENT LIMITS / LIMITS OF

DISTURBANCE

REMOVE & INSTALL NEW

CONCRETE FLUME. SEE

DETAIL, SHEET C-7 & C-10.

8'x20' ARTICULATING

CONCRETE MAT

(SEE DETAILS, SHEET C-9)

REMOVE & REPLACE M.E.S.

CONCRETE COLLAR. SEE

DETAILS, SHEET C-10.

±8

±8

8'

20'

PROPERTY ADDRESS: 280 N. OXFORD ROAD

CASSELBERRY, FL 32707

PROPERTY PARCEL I.D.: 17-21-30-534-0000-0010

LOCAL MUNICIPALITY: CITY OF CASSELBERRY

PROPERTY ZONING:

TAX CODE: C2

DOR USE CODE: 03:MULTI FAMILY 10 OR MORE

TOTAL LAND AREA / LIMITS OF DISTURBANCE: 13,189 S.F. (0.30 AC.)

EXISTING IMPERVIOUS SURFACE AREA FOR DEMO: 13,171 S.F. (0.30 AC.)

PROPOSED IMPERVIOUS SURFACE AREA:

CONCRETE FLUME: 14 S.Y. (125 S.F.)

M.E.S. AND ARTICULATING CONCRETE MAT: 53 S.Y. (480 S.F.)

TOTAL (CONCRETE FLUME TO ARTICULATING CONCRETE MAT) 605 S.F. (0.014 AC.)

PROPOSED I.S.R. (TOTAL AREA OF DISTURBANCE VS. TOTAL IMP. AREA): 21.8 = (13.189/605)

FLOOD ZONE:

FLOOD ZONE AE, PER FEMA F.I.R.M. PANEL NUMBER 12117C0165F,

DATED SEPTEMBER 28, 2007

SCS SOILS:

URBAN LAND 0-2% SLOPE

WETLANDS:

W-2 (0.13 AC) WITHIN THE EXISTING LABELED FLUCCS NO. 510 ON FIGURE 3B & 4B. SEE PRELIMINARY ECOLOGICAL

ASSESMENT DATED SEPTEMBER 23, 2025 BY CPH CONSULTING LLC.

SITE DATA

4'10'

C -2

C -3

C

C -2

C -3

D

C -2

C -3

F

C -2

C -3

E

2'

±10'

S E

E S

H E

E T C

-1

C -2

C -3

A

APPROXIMATE LOCATION OF

EXISTING RECLAIMED OR POTABLE

WATER LINE. CONTRACTOR TO

FIELD VERIFY LOCATION OF ALL

EXISTING UTILITIES.

REMOVE & DISPOSE

OF SEDIMENT FROM

DITCH BOTTOM.

LIMITS OF DISTURBANCE

TEMPORARY CONSTRUCTION EASEMENT LIMITS

EXISTING PERMANENT

DRAINAGE EASEMENT

EXISTING PERMANENT

DRAINAGE EASEMENT

EXISTING PERMANENT

DRAINAGE EASEMENT

EXISTING PALM TREE

TO BE REMOVED

LIMITS OF DISTURBANCE

TEMPORARY

CONSTRUCTION ENTRANCE

EXISTING PERMANENT

DRAINAGE EASEMENT

TEMPORARY CONSTRUCTION

EASEMENT LIMITS

C -2

C -3

K

LEGEND

TEMPORARY CONSTRUCTION EASEMENT LIMITS

LIMITS OF DISTURBANCE

EXISTING PERMANENT DRAINAGE EASEMENT

NEW CONCRETE FLUME

LIMITS OF SEDIMENT REMOVAL

TEMPORARY CONSTRUCTION ENTRANCE

PROPOSED ARTICULATING CONCRETE MAT

NEW CHAIN LINK FENCE

EXISTING RECLAIMED WATER MAIN

INSTALL TYPE III SILT FENCE

INSTALL TYPE

III SILT FENCE

ARTICULATING CONCRETE

BLOCK MAT ANCHORING.

SEE DETAIL, SHEET C-3.

ARTICULATING CONCRETE

BLOCK MAT ANCHORING.

SEE DETAIL, SHEET C-3.

SURFACE WATER LIMITS

10+04 10+63

40+04 40+63

20+04 20+63

30+04 30+63

50+04 50+63

10+04 10+63

5+04 5+63

Job No.

Date:

Checked by:

Designed by:

Drawn by:

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

Revision

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

PW2516 Gee Creek Watershed Erosion Control (due to Hurricane Milton)

City of Casselberry, Florida 2500319 July 15, 2026 D. Mahler

L. Pultz Z. Aadad / D. HollandCPH Consulting, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

LAWRENCE O. PULTZ, II, P.E.

P.E. LIC. # 70947 B

ID

S

E T

THE PALMS - SANDPIPER LANE

CROSS SECTION & SUMMARY

OF PAY ITEMS

SUMMARY…