Attachment_D_C1990_Plans.PDF

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Gee Creek Erosion Control Project

CITY OF CASSELBERRY

SHEET INDEX

VICINITY MAP

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Phase 1 - Sheet Piling

CITY OFFICIALS:

April 2017

LAKE KATHRYN

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C o v e r d w g p r m d h o l l a n d

PROJECT NO. C1990

www.cphcorp.com

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Surveyors

Traffic/Transportation

A Full Service A & E Firm

1117 East Robinson Street, Orlando, FL 32801

Phone: 407.425.0452

Arch. Lic. No. AA2600926

Landscape Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

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PROJECT

LOCATION

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COVER

GENERAL NOTES

SITE PLAN

CROSS SECTIONS

DETAILS

MAYOR/COMMISSIONER:

CITY COMMISSIONER SEAT 1:

CITY COMMISSIONER SEAT 2:

CITY COMMISSIONER SEAT 3:

CITY COMMISSIONER SEAT 4:

CITY MANAGER:

PUBLIC WORKS DIRECTOR:

CITY ENGINEER:

CHARLENE GLANCY

ANTHONY ARAMENDIA

ANDREW MEADOWS

SANDRA SOLOMON

BILL HUFFORD

JAMES NEWLON

MARK GISCLAR

KELLY BROCK

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100% DRAWINGS

GENERAL NOTES

1. FOR IDENTIFICATION OF CONTRACTUAL AGREEMENTS, THIS SET OF DRAWINGS IS DATED MAY 2017. ANY REVISIONS THEREAFTER WILL

BE DATED AND NOTED ON THE AFFECTED DRAWING(S).

2. THE LOCATIONS OF EXISTING PIPING AND UTILITIES, SUCH AS GAS WATER LINES, RAW SEWAGE LINES, SLUDGE LINES, DRAIN LINES, TELEPHONE, CABLE TV, UNDERGROUND ELECTRIC CABLES, ETC., AS SHOWN ON THE DRAWINGS, HAVE BEEN DETERMINED FROM THE

BEST AVAILABLE INFORMATION, AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO

RESPONSIBILITY FOR ACCURACY. PRIOR TO CONSTRUCTION AND THE ORDERING OF MATERIALS, THE CONTRACTOR SHALL FIELD

VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE VARIOUS UTILITIES AND MAKE THE

NECESSARY ARRANGEMENTS FOR RELOCATION OF THESE UTILITIES. ANY DELAY, INCONVENIENCE, OR EXPENSE CAUSED BY THE

RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE, ALL EXISTING PIPING ENCOUNTERED DURING

CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION

WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH THE PERMISSION OF THE

ENGINEER AND OWNER.

4. THE CONTRACTOR SHALL STORE CONSTRUCTION EQUIPMENT AND MATERIALS ONLY IN THOSE AREAS DESIGNATED BY THE ENGINEER

AND OWNER. SECURITY OF CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

5. WHERE PROPERTY MARKERS, SECTION CORNERS, SURVEY MARKS, SUCH AS STONES, PIPES OR OTHER MONUMENTS ARE

ENCOUNTERED, THE ENGINEER AND OWNER ARE TO BE NOTIFIED BEFORE THEY ARE MOVED. THE MARKER SHALL BE PROTECTED AND

PRESERVED UNTIL THE ENGINEER AND OWNER, AUTHORIZED SURVEYOR OR AGENT HAS WITNESSED OR REFERENCED THEIR

LOCATIONS. THE MARKERS SHALL BE REPLACED BY AN APPROVED SURVEYOR AT THE CONTRACTORS EXPENSE.

6. TYPICAL DETAILS AS SHOWN ARE TO ILLUSTRATE THE ENGINEER'S INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALL

CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAY ALTER THE METHOD OF CONSTRUCTION TO SUIT

FIELD CONDITIONS, PROVIDING HE SUBMITS A PROPOSAL FOR AN ALTERNATE METHOD TO ENGINEER FOR APPROVAL AND USES

MATERIALS AS DESIGNATED IN THE SPECIFICATIONS.

7. ALL TREES, SHRUBS, MAILBOXES, LANDSCAPING, SOD, ETC., ALONG THE LINES OF CONSTRUCTION SHALL BE PROTECTED WHERE

POSSIBLE. THESE ITEMS SHALL BE TEMPORARILY RELOCATED, IF NECESSARY, AND REPLACED TO THEIR ORIGINAL LOCATION UPON

COMPLETION OF CONSTRUCTION.

8. ALL EXCESS CLEAN FILL SHALL BE DISPOSED OF AS DIRECTED BY THE OWNER.

9. THE OWNER SHALL PROVIDE THE SERVICES OF A TESTING LABORATORY TO DETERMINE WHETHER THE REQUIREMENTS FOR

MATERIALS SPECIFICATIONS ARE MET.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY CONTROLS AND/OR STRUCTURES REQUIRED TO MAINTAIN SUITABLE

AND SAFE WORKING CONDITIONS AT ALL TIMES. SUCH ITEMS SHALL BE REMOVED ONCE THAT PORTION OF WORK HAS BEEN

COMPLETED.

11. CHAPTER 553-851 OF THE FLORIDA STATUTE'S REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2)

WORKING DAYS PRIOR TO EXCAVATING.

12. UPON COMPLETION OF THE PROJECT, THE PROJECT AREA SHALL BE RESTORED TO ITS ORIGINAL CONDITION AND TO THE

SATISFACTION OF THE OWNER. ALL DAMAGED PRIVATE PROPERTY SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION.

13. THE CONTRACTOR SHALL PROVIDE VERTICAL AND HORIZONTAL "AS-BUILT" DRAWINGS FOR ALL CONSTRUCTED STRUCTURES/PILING

SIGNED AND SEALED BY A STATE OF FLORIDA LICENSED SURVEYOR.

CONCRETE:

ALL CONCRETE FILL SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 P.S.I. SEE OTHER NOTES FOR STRUCTURAL CONCRETE.

PERMITS AND PERMIT REQUIREMENTS:

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

CONTRACTOR SHALL BE EXPECTED TO REVIEW AND ABIDE BY ALL THE REQUIREMENTS AND LIMITATIONS SET FORTH IN THE PERMITS.

LAYOUT AND CONTROL:

THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK INFORMATION IS SHOWN ON THE

PLANS. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE

ATTENTION OF THE ENGINEER IMMEDIATELY.

OWNER/ OPERATOR:

THE ENTITY THAT WILL OWN, OPERATE AND MAINTAIN THE FACULTIES SHOWN ON THE PLANS IS THE CITY OF CASSELBERRY. THE

CONTRACTOR SHALL MEET ALL THE REQUIREMENTS OF THIS ENTITY.

COORDINATION WITH SCHOOL BUS ROUTE:

CONTRACTOR SHALL COORDINATE TRAFFIC CLOSURES CLOSELY WITH THE SEMINOLE COUNTY SCHOOL BOARD TRANSPORTATION

DIVISION.

SOILS REPORT:

A COPY OF THE SOILS REPORT IS INCLUDED IN THE CONTRACT DOCUMENTS AS APPENDIX A. THE CONTRACTOR SHALL ABIDE BY ALL

RECOMMENDATIONS CONTAINED THEREIN. THE REPORT WAS PREPARED BY TERRACON.

TRENCHING:

THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH ACT

(90-96, LAWS OF FLORIDA). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE

INCIDENTAL TO THE CONTRACT.

PUBLIC SAFETY:

THE CONTRACTOR SHALL TAKE ALL NECESSARY SAFETY MEASURES AND PRECAUTIONS TO PROTECT THE LOCAL RESIDENTS AND GENERAL

PUBLIC THROUGHOUT THE DURATION OF HIS WORK.

MATERIAL SPECIFICATIONS - REINFORCED CONCRETE PIPE:

REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III WITH RUBBER GASKET JOINTS. RCP SHALL CONFORM TO FDOT STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 449. RUBBER GASKETS SHALL CONFORM TO SECTION 942.

ALL MATERIALS AND CONSTRUCTION METHODS ARE TO BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION, SECTION 400 (CONCRETE STRUCTURES) AND THE APPLICABLE FDOT INDEX NUMBER DETAIL AS SHOWN IN FDOT ROADWAY

AND TRAFFIC DESIGN STANDARDS (LATEST EDITION).

ALL OTHER RELATED ITEMS REQUIRED FOR THE CONSTRUCTION OF THE STORM SYSTEM (OUTFALL PROTECTION, POLLUTION CONTROL, ETC.) ARE TO BE IN ACCORDANCE WITH DETAILS SHOWN ON THE CONSTRUCTION PLANS, FDOT ROADWAY AND BRIDGE CONSTRUCTION.

WETLAND/ OUTFALL PROTECTION:

ALL OUTFALLS SHALL BE CONSTRUCTED SO AS TO NOT CREATE EROSION PROBLEMS OR DESTRUCTION OF WETLANDS. ALL OUTFALLS

SHALL BE STABILIZED OR EROSION CONTROL MEASURES INSTALLED PRIOR TO USE OF THE STORM SYSTEM. THE CONTRACTOR SHALL

CONTINUOUSLY MAINTAIN EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION.

WATER BODY PROTECTION:

THE CONTRACTOR SHALL INSTALL TYPE II FLOATING TURBIDITY BARRIERS PARALLEL TO AND ON EACH SIDE OF THE WORK TO PREVENT THE

INTRODUCTION OF SILT AND OTHER CONTAMINANTS INTO THE CHANNEL WHILE MAINTAINING FLOW THROUGH THE CHANNEL. INSTALL IN

ACCORDANCE WITH FDOT INDEX No. 103.

INSTALL TYPE III SILT FENCE IN LOCATIONS AS SHOWN ON THE PLANS. SEE "EROSION CONTROL PLAN" THIS SHEET.

EARTHWORK:

THE CONTRACTOR SHALL PERFORM HIS OWN INVESTIGATIONS AND CALCULATIONS AS NECESSARY TO ASSURE HIMSELF OF EARTHWORK

QUANTITIES. THERE IS NO IMPLICATION THAT EARTHWORK BALANCES AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPORT

FILL NEEDED, OR FOR REMOVAL AND DISPOSAL OF EXCESS MATERIALS.

R/W AND CONSTRUCTION AREA RESTORATION:

ALL AREAS WITHIN THE RIGHT-OF-WAY AND THE CONSTRUCTION AREA SHALL BE FINISH GRADED WITH A SMOOTH TRANSITION INTO

EXISTING GROUND. ALL SWALES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING. ALL DISTURBED AREAS SHALL BE STABILIZED

(SODDED) AFTER FINAL GRADING IN ACCORDANCE WITH THE CONSTRUCTION PLANS PRIOR TO FINAL INSPECTION. ALL GRASSING (SOD)

SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL FINAL ACCEPTANCE BY THE OWNER/OPERATOR.

MATERIAL STORAGE / DEBRIS REMOVAL:

MATERIALS SHALL BE STOCKPILED SEPARATELY AS TO USABLE (NON-ORGANIC) FILL STOCKPILES AND NON-USABLE ORGANIC (MUCK)

STOCKPILES IF MUCK IS ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND LEGAL DISPOSAL OF ALL

UNSUITABLE MATERIALS FROM THE SITE.

FILL MATERIAL:

ALL FILL MATERIALS SHALL CONTAIN NO MUCK, STUMPS, ROOTS, BRUSH, VEGETATIVE MATTER, RUBBISH OR OTHER MATERIAL THAT WILL

NOT COMPACT INTO A SUITABLE AND ENDURING BACKFILL.

COMPACTION:

FILL MATERIALS PLACED UNDER ROADWAYS SHALL BE COMPACTED TO AT LEAST 98% MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-180.

ALL OTHER FILL AREAS ARE TO BE COMPACTED TO AT LEAST 95% MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-180. FILL MATERIALS SHALL

BE PLACED AND COMPACTED IN A MAXIMUM OF 12" LIFTS. REFER TO SOILS REPORT FOR ADDITIONAL INFORMATION. THE CONTRACTOR

SHALL PROVIDE THE ENGINEER AND OWNER WITH ALL (PASSING AND FAILING) TESTING RESULTS. RESULTS SHALL BE PROVIDED ON A

TIMELY AND REGULAR BASIS PRIOR TO CONTRACTOR'S PAY REQUEST SUBMITTAL.

SURFACE DRAINAGE:

THE CONTRACTOR SHALL BE EXPECTED, AT THE END OF THE DAY, TO HAVE THE SITE GRADED IN SUCH A WAY AS TO NOT CAUSE ANY

ADVERSE IMPACT FROM RUNOFF OR SILTATION TO ANY ADJACENT PROPERTIES. SILTATION BARRIERS SHALL BE MAINTAINED AND

REPAIRED IF REQUIRED AT THE END OF EACH WORKING DAY. GRADING SHOWN ON THESE PLANS ARE PROVIDED TO THE CONTRACTOR TO

EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR SHALL BE EXPECTED TO GRADE THE ENTIRE RIGHT-OF-WAY

TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE. SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS

OR SPOT ELEVATIONS AS SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING INTENT. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY

AFTER FINAL GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF

GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVED.

TREES:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF TREE LIMBS AND TREES AS REQUIRED FOR SHEET PILE INSTALLATION.

REMOVAL OF TREES SHALL REQUIRE THE PRIOR APPROVAL OF THE OWNER.

NOISE CONTROL:

THE CONTRACTOR SHALL MAINTAIN A NOISE LEVEL LESS THAN 95 dB (A-WEIGHTED, SLOW RESPONSE) AT THE PROPERTY LINE BETWEEN

THE HOURS OF 8:00 a.m. AND 5:00 p.m. THE CONTRACTOR SHALL MAINTAIN A NOISE LEVEL LESS THAN 5 dB OVER AMBIENT NOISE LEVEL

(A-WEIGHTED, SLOW RESPONSE) AT THE PROPERTY LINE BETWEEN THE HOURS OF 7:00 a.m. TO 8:00 a.m. AND 5:00 p.m. TO 6:00 p.m.

METHODS TO MAINTAIN NOISE WITHIN ACCEPTABLE LIMITS SHALL INCLUDE BUT NOT BE LIMITED TO TEMPORARY NOISE BARRIERS, ENCLOSURES FOR EQUIPMENT, MUFFLERS, ETC. ANY WORKER NOISE DURING HOURS OUTSIDE THESE TIME FRAMES SHALL REQUIRE

PRIOR APPROVAL.

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 CITY OWNS PROPERTY APPROXIMATELY 1500 FEET NORTH OF THE INTERSECTION OF NORTH WINTER PARK DRIVE AND GEE CREEK

LANE. THE PROPERTY IS LOCATED AT THE SOUTHEAST CORNER OF BELLE AVENUE AND N. WINTER PARK DRIVE. THIS IS THE PREFERRED

SITE. THIS AREA IS AVAILABLE FOR A CONSTRUCTION LAY-DOWN SITE. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AND

SECURITY AS THE CONTRACTOR DEEMS NECESSARY TO PROTECT HIS EQUIPMENT AND MATERIALS. CONTRACTOR SHALL RESTORE THE

AREA USED AS A LAY-DOWN AREA TO "PRE-USE" CONDITION OR BETTER. ADDITIONAL SITES ARE AVAILABLE AND CAN BE DISCUSSED WITH

THE OWNER AFTER AWARD OF THE CONTRACT. BIDS SHALL BE BASED ON THE PREFERRED SITE. THE CITY HAS LIMITED ENCLOSED

STORAGE AREA AT THEIR PUBLIC WORKS COMPOUND ON 7TH STREET. THIS SITE IS FENCED AND LOCKED OUTSIDE NORMAL WORKING

HOURS (7 AM TO 5 PM, MONDAY THRU THURSDAY).

SOD:

ALL DISTURBED AREAS SHALL BE SODDED WITH BAHIA SOD.

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.

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. 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.

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.

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.

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.

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.

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.

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.

TEMPORARY SILT FENCES AND STAKED SILT BARRIERS, SHALL BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION, SECTION 104

AND SECTION 985.

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.

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.

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

EROSION CONTROL MEASURES SHALL CONFORM WITH SECTION 104 OF FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2017).

CONSTRUCTION SPECIFICATION - SHEET PILING

1. SCOPE

THE WORK CONSISTS OF FURNISHING AND INSTALLING THE SHEET PILING.

2. MATERIAL

PILES SHALL BE STEEL PILING - PZ35 OR EQUAL.

3. SITE PREPARATION

ALL SITE PRELIMINARY PREPARATION SHALL BE COMPLETED BEFORE THE PILES ARE DRIVEN.

4. PROTECTION OF PILE HEADS

THE HEADS OF ALL PILES SHALL BE PROTECTED DURING DRIVING BY SUITABLE CAPS, RINGS, HEADS, BLOCKS, MANDRELS, AND OTHER

DEVICES.

5. PILES, GENERAL

THE CONTRACTOR SHALL NOTIFY THE ENGINEER BEFORE PILE DRIVING OPERATION COMMENCES. SUCH NOTICE SHALL BE FAR

ENOUGH IN ADVANCE, A MINIMUM OF 48 HOURS, TO PROVIDE THE ENGINEER ADEQUATE TIME TO BE PRESENT FOR THE DRIVING

OPERATIONS. PILES SHALL BE DRIVEN ONLY IN THE PRESENCE OF THE ENGINEER AUTHORIZED REPRESENTATIVE.

UNLESS OTHERWISE APPROVED, PILES SHALL BE DRIVEN BY VIBRATION OR BY THE GIKEN METHOD.

THE CONTRACTOR SHALL NOT ATTEMPT TO DRIVE PILES BEYOND THE POINT OF REFUSAL, AS INDICATED BY EXCESSIVE BOUNCING OF

THE HAMMER OR KICKING OF THE PILE.

6. SHEET PILES

THE PILING SHALL BE DRIVEN IN A MANNER THAT ENSURES PERFECT INTERLOCKING THROUGHOUT THE ENTIRE LENGTH OF EACH PILE.

THE PILES SHALL BE HELD IN PROPER ALIGNMENT DURING DRIVING BY ASSEMBLING FRAMES OR OTHER SUITABLE TEMPORARY GUIDE

STRUCTURES. TEMPORARY GUIDE STRUCTURES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR PURPOSE.

ANYTIME THE FORWARD EDGE OF THE SHEET PILE WALL IS FOUND TO BE OUT OF CORRECT ALIGNMENT, A. THE PILING ALREADY ASSEMBLED AND PARTLY DRIVEN SHALL BE DRIVEN TO THE REQUIRED DEPTH.

B. TAPER PILES SHALL BE DRIVEN TO BRING THE FORWARD EDGE INTO CORRECT ALIGNMENT BEFORE ADDITIONAL REGULAR

PILING IS ASSEMBLED AND DRIVEN. THE MAXIMUM PERMISSIBLE TAPER IN A SINGLE PILE SHALL BE 0.25 INCH PER FOOT OF

LENGTH.

7. CUTTING OFF PILES

THE CONTRACTOR SHALL CUT THE PILES AT THE SPECIFIED ELEVATIONS. THE LENGTH OF PILE CUT OFF SHALL BE SUFFICIENT TO

PERMIT THE REMOVAL OF ALL DAMAGED MATERIAL.

STEEL PILES SHALL BE CUT OFF IN CLEAN, STRAIGHT LINES. ANY IRREGULARITIES SHALL BE LEVELED OFF WITH DEPOSITS OF WELD

METAL OR BY GRINDING BEFORE PLACEMENT OF THE CAP.

8. DEFECTIVE PILES

ANY PILE DAMAGED IN DRIVING, DRIVEN OUT OF PROPER LOCATION, DRIVEN BELOW THE SPECIFIED CUTOFF ELEVATION, OR

INACCURATELY CUT OFF SHALL BE CORRECTED BY ONE OF THE FOLLOWING METHODS, AS APPROVED BY THE ENGINEER.

A. THE DEFECTIVE PILE SHALL BE PULLED AND REPLACED OR RE-DRIVEN.

B. A NEW PILE SHALL BE DRIVEN ADJACENT TO THE DEFECTIVE PILE.

C. THE DEFECTIVE PILE SHALL BE SPLICED OR BUILT UP OR A SUFFICIENT PART OF THE FOOTING SHALL BE EXTENDED TO

PROPERLY EMBED THE PILE.

ALL PILES PUSHED UP BY THE DRIVING OF ADJACENT PILES OR BY ANY OTHER CAUSE SHALL BE RE-DRIVEN TO FINAL GRADE.

ANY SHEET PILE RUPTURED IN THE INTERLOCK OR OTHERWISE DAMAGED DURING DRIVING SHALL BE PULLED AND REPLACED.

9. CORRECTING SURFACE HEAVE

ANY EXCESS MATERIAL RESULTING FROM DISPLACEMENT OF EARTH BY PILE DRIVING SHALL BE REMOVED. MATERIALS DISTURBED BY

PILE DRIVING SHALL BE CONDITIONED AND COMPACTED TO A MINIMUM DENSITY EQUAL TO ADJACENT UNDISTURBED MATERIAL.

INSTALLATION OF SHEET PILING:

DURING THE SHEET PILE INSTALLATION, THE STRUCTURES IN THE AREA SHALL BE MONITORED IN ACCORDANCE WITH SECTION 108 OF

FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2017). IF THE

CONTRACTOR USES THE GIKEN METHOD OF INSTALLATION, THE CONTRACTOR SHALL BE EXEMPT FOR THE PROVISIONS OF SECTION 108.

THE CONTRACTOR SHALL ANTICIPATE ISOLATED OBSTRUCTIONS DUE TO TREE ROOTS AND OTHER DEBRIS. OBSTRUCTIONS SHALL BE

PENETRATED OR REMOVED. COSTS RELATED TO ISOLATED OBSTRUCTIONS SHALL BE INCLUDED IN THE COST FOR PERMANENT STEEL

SHEET PILING.

JETTING SHALL NOT BE ALLOWED FOR SHEET PILE INSTALLATION.

STEEL SHEET PILES SHALL CONFORM TO THE REQUIREMENTS OF ASTM A328, A572, OR A690.

FABRICATION OF PILES FROM SHORTER LENGTHS OF PILE STOCK IS NOT PERMITTED.

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.

NORTH WINTER PARK DRIVE MAY BE CLOSED DURING THE INSTALLATION OF THE SHEET PILING. THE ROAD MAY BE CLOSED TWICE DURING

CONSTRUCTION FOR TWO - FIVE (5) DAY DURATIONS. THESE CLOSURES SHALL BE PRE-ARRANGED AND APPROVED WITH THE CITY OF

CASSELBERRY; THE FIRE DEPARTMENT; AND, THE POLICE DEPARTMENT A MINIMUM OF SEVEN (7) CALENDAR DAYS IN ADVANCE OF THE

CLOSURE. ROADWAY SHALL BE RE-OPENED ON THE WEEKENDS. ROAD CLOSURE BARRICADES SHALL BE PROVIDED ON THE NORTHERN

STRETCH OF NORTH WINTER PARK DRIVE AT GEE CREEK LANE. ANOTHER BARRICADE SHALL BE PLACED JUST SOUTH OF BELLE AVENUE

AND NORTH WINTER PARK DRIVE.

ROAD CLOSURE, LOCAL TRAFFIC ONLY AND DETOUR SIGNS SHALL BE PLACED AT NORTH WINTER PARK DRIVE AND S.R. 434 (THE NORTH

END) AND NORTH WINTER PARK DRIVE AND SEMINOLA BOULEVARD (THE SOUTH END). THE DETOUR ROUTE SHALL BE ESTABLISHED AS

WEST TO U.S. 17-92 VIA SEMINOLA BOULEVARD; NORTH ALONG U.S. 17-92 TO S.R. 434.

AT ALL OTHER TIMES DURING CONSTRUCTION ACTIVITIES, ONE LANE (THE SOUTHBOUND LANE) MAY BE CLOSED DURING THE WORKING

HOURS OF 8 A.M. UNTIL 4 P.M., MONDAY THROUGH FRIDAY, WITH THE USE OF FLAG ATTENDANTS TO ALLOW TRAFFIC IN BOTH DIRECTIONS.

THE ROAD SHALL BE OPEN AT THE END OF THE WORK DAY.

MAINTENANCE OF PEDESTRIAN TRAFFIC:

CONTRACTOR SHALL CLOSE THE SIDEWALK ON THE WEST SIDE OF WINTER PARK DRIVE. CONTRACTOR SHALL PROVIDE CLOSURE SIGNAGE

AND SHALL PROVIDE AN ACCESSIBLE TEMPORARY CROSSING NORTH OF THE PROJECT AREA TO THE EAST SIDE OF NORTH WINTER PARK

DRIVE AND ON TO THE INTERSECTION OF GEE CREEK LANE AND NORTH WINTER PARK DRIVE. TEMPORARY CROSSINGS MUST BE

PROMINENTLY SIGNED, INCLUDING ADVANCE WARNING SIGNAGE FOR MOTORISTS AS NEEDED. THE GEE CREEK LANE AND NORTH WINTER

PARK DRIVE INTERSECTION SHALL BE MAINTAINED AT ALL TIMES.

MAINTENANCE OF GEE CREEK FLOW:

FLOW SHALL BE MAINTAINED AT ALL TIMES IN GEE CREEK. NO CONSTRUCTION ACTIVITIES EXCEPT TURBIDITY CONTROL DEVICES IS

ALLOWED IN THE STREAM BED OR ADJACENT AREAS.

Scale:

Job No.

Date:

TMZ

DEM

DGH

TMZ

Checked by:

Approved by:

Designed by:

Drawn by:

Sheet No.

D r a w i n g n a m e

J C

C i v i l D

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D e s i g n C

G e n e r a l

N o t e s d r p m d g h o l l a n d

ByNo. Date

2017C

C1990

4/04/2017

TERRY M. ZAUDTKE, P.E.

REG-# 32928

NONE C-2

ByNo. Date Revision Revision

1117 E. Robinson St. Orlando, FL 32801

Ph: 407.425.0452

CPH, Inc.

Arch. Lic. No. AA2600926

Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Plans Prepared By:

www.cphcorp.com

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Structural

Surveyors

Offices In:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

A Full Service A & E Firm

GENERAL NOTES

Traffic/Transportation

CITY OF CASSELBERRY

GEE CREEK EROSION CONTROL PROJECT

PHASE 1 - SHEET PILING

Seminole County, Florida

SITE BENCHMARK #1SITE BENCHMARK #2

SITE BENCHMARK #3

LOT 1

LOT 2

LOT 3

LOT 4

11+00

12+00

12+82.58

TB-3

TB-4

TB-1

TB-2

Scale:

Job No.

Date:

TMZ

DEM

DGH

TMZ

Checked by:

Approved by:

Designed by:

Drawn by:

Sheet No.

D r a w i n g n a m e

J C

C i v i l D

W G

D e s i g n C i t l a n d

M a r a m d g h o l l a n d

ByNo. Date

2017C

C1990

3/27/2017

TERRY M. ZAUDTKE, P.E.

REG-# 32928

1" = 10' C-3

ByNo. Date Revision Revision

1117 E. Robinson St. Orlando, FL 32801

Ph: 407.425.0452

CPH, Inc.

Arch. Lic. No. AA2600926

Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Plans Prepared By:

www.cphcorp.com

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Structural

Surveyors

Offices In:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

A Full Service A & E Firm

SITE PLAN

Traffic/Transportation

CITY OF CASSELBERRY

GEE CREEK EROSION CONTROL PROJECT

PHASE 1 - SHEET PILING

Seminole County, Florida

N

Graphic Scale in Feet

10 10 20

WINTER PARK DRIVE

G E

E C

R E

E K

L A

N E

GEE CREEK COURT

GEE CREEK

N: 1582287.36

E: 555189.90

N: 1582020.90

E: 555189.90

PROVIDE TWO SHEETS OF

PILING AT THE END BURIED

INTO GRADE PERPENDICULAR

TO THE MAIN SHEETING.

3' OFFSET

APPROXIMATELY 170 L.F.

OF SHEET PILING

SHEET PILE SECTION PZ35 - 37 FEET LONG

TOP OF SHEET PILE - 50' ±

BOTTOM OF SHEET PILE - 13' ±

APPROXIMATELY 15 L.F.

OF SHEET PILING

END OF SHEET PILING

BEGINNING OF SHEET PILING

INSTALL FLOATING TURBIDITY

BARRIER PER FDOT SECTION 104

(2017). SEE SHEET C-5 FOR DETAILS.

INSTALL EROSION CONTROL

MEASURES PER FDOT SECTION 104

(2017). SEE SHEET C-5 FOR DETAILS.

LEGEND

EXISTING CONTOURS

EXISTING SPOT ELEVATIONS

APPROXIMATE SOIL BORING LOCATION

PROPOSED SHEET PILING

TB-1

PROPOSED FLOATING TURBIDITY BARRIER

PROPOSED TYPE III SILT FENCE

NOTES:

1. ALL SOIL BORING LOCATIONS ARE APPROXIMATE AND HAVE NOT BEEN

SURVEYED. FOR MORE INFORMATION SEE SOILS REPORT.

2. CROSS SECTIONS FOR EVERY 50' HAVE BEEN PROVIDED ON SHEET C-4.

3. SHEET PILE SECTION IS PZ35.

4. TOP OF SHEET PILE CONCRETE CAP IS ELEV. = 51.50

5. REGRADE AREA FROM THE EDGE OF THE ROADWAY TO THE TOP OF THE

CONCRETE CAP. PROVIDE GRADUAL SLOPE AS REQUIRED. SEE TYPICAL

REGRADE DETAIL, SHEET C-5.

TURNING POINT

CONTRACTOR TO PROTECT HYDRANT DURING

CONSTRUCTION. FIELD LOCATE ALL WATER

LINES IN AREA PRIOR TO THE START OF

CONSTRUCTION. ISOLATE HYDRANT WITH

VALVE SHUT-OFF. BAG HYDRANT DURING

CONSTRUCTION TO PREVENT USE. NOTIFY THE

FIRE DEPARTMENT TWO WEEKS AHEAD OF

WORK AND IDENTIFY DURATION OF OUTAGE.

PROVIDE CONCRETE CAP.

SEE SHEET C-5 FOR DETAIL.

PROVIDE TWO SHEETS OF

PILING AT THE END BURIED

INTO GRADE PERPENDICULAR

TO THE MAIN SHEETING.

4" CONCRETE SLAB BETWEEN

EXISTING WALL AND SHEET PILING

4" CONCRETE FILL

SOD

10 Scale

10 Scale

10 Scale

10 Scale

Scale:

Job No.

Date:

TMZ

DEM

DGH

TMZ

Checked by:

Approved by:

Designed by:

Drawn by:

Sheet No.

D r a w i n g n a m e

J C

C i v i l D

W G

D e s i g n C r o s s

S e c t i o n s d r a m d g h o l l a n d

ByNo. Date

2017C

C1990

3/27/2017

TERRY M. ZAUDTKE, P.E.

REG-# 32928

NONE C-4

ByNo. Date Revision Revision

1117 E. Robinson St. Orlando, FL 32801

Ph: 407.425.0452

CPH, Inc.

Arch. Lic. No. AA2600926

Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Plans Prepared By:

www.cphcorp.com

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Structural

Surveyors

Offices In:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

A Full Service A & E Firm

CROSS SECTIONS

Traffic/Transportation

CITY OF CASSELBERRY

GEE CREEK EROSION CONTROL PROJECT

PHASE 1 - SHEET PILING

Seminole County, Florida

EXISTING GRADE

SHEET PILE CONCRETE CAP

PROPOSED SHEET PILING

ELEV. = 13.00 ELEV. = 13.00 ELEV. = 13.00 ELEV. = 13.00

ELEV. = 50.75 ELEV. = 50.75 ELEV. = 50.75 ELEV. = 50.75

SHEET PILE CONCRETE CAP

SHEET PILE

CONCRETE CAP

SHEET PILE

CONCRETE CAP

PROPOSED

SHEET PILING

PROPOSED

SHEET PILING

PROPOSED

SHEET PILING

EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

EXISTING

CONCRETE WALL

EXISTING

CONCRETE WALL

EXISTING

CONCRETE WALL

STATION 12+20 D

SCALE: 1" = 20' H

C-3 C-4

1" = 2' V

STATION 11+70 C

SCALE: 1" = 20' H

C-3 C-4

1" = 2' V

STATION 11+20 B

SCALE: 1" = 20' H

C-3 C-4

1" = 2' V

STATION 10+70 A

SCALE: 1" = 20' H

C-3 C-4

1" = 2' V

4" CONCRETE SLAB

4" CONCRETE SLAB

4" CONCRETE SLAB

NOT TO SCALE

TYPE III SILT FENCE

SEC. 985 FDOT SPEC.)

CONFORMANCE WITH

FILTER FABRIC (IN

POSITIONS

OPTIONAL POST

(CANTED 20° TOWARD FLOW)

V E

R T

I C

A L

SECTION

WOOD; STEEL 1.33

POST (OPTIONS: 2"x4"

OR 2-1/2" MIN. DIA.

LBS/FT. MIN.)

SILT FLOW

FABRIC

FILTER

ELEVATION

T

O

O

R

M

O R

E

M

I N

6' MAX

PRINCIPAL POST POSITION

unit price for Staked Turbidity Barrier, LF.

contract unit price for Floating Turbidity Barrier, LF.

APPROVED BY THE ENGINEER.

THE USER. SUBSTITUTIONS FOR TYPES ~ AND ~~ SHALL BE AS

RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF

TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY

NOTICE: COMPONENTS OF TYPES ~ AND ~~ MAY BE SIMILAR OR IDENTICAL

D =5' Std. (Single Panel For Depths 5' or Less).

Test) With Lacing Grommets

PVC Fabric (300 psi

18 Oz. Nylon Reinforced

TYPE ~

TYPE ~~

Per Ft. Buoyancy)

Flotation (6" Dia. Equiv.) (12 Lbs.

Closed Cell Solid Plastic Foam

Flotation (8" Dia. Equiv.) (17 lbs.

Per Ft. Buoyancy)

Closed Cell Solid Plastic Foam

(9800 Lbs. Breaking Strength) With

Vinyl Sheathed EAW Steel Cable

1.33 Lbs/Ft. Min.)

PVC Fabric (300 psi Test)

18 Oz. Nylon Reinforced

Post (Options: 2" x 4" Or

STAKED TURBIDITY BARRIER

Min. Dia. Wood; Steel

O r

M o r e

M i n

6' Max.

2. Staked turbidity barriers are to be paid for under the contract

T i d l e e k

S t r e m

Limits Of Const.

Shore Line

Barriers

Turbidity

Limits Of Const.

Shore Line be under the pay item(s) established in the quality requirements. The barrier type(s) will

4. Navigation may require segmenting barrier during construction operations.

3. Deployment of barrier around pile locations may vary to accommodate construction operations.

2. Number and spacing of anchors dependent on current velocities.

1. Turbidity barriers are to be used in all permanent bodies of water regardless of water depth.

5. For additional information see Section 104 of the Standard Specifications.

Strength)

(600 lb. Breaking

Polypro Rope

D =5' Std. (Additional Panel For Depths 5').

PVC Fabric (300 psi Test)

18 Oz. Nylon Reinforced

Galvanized Connectors (Tool Free Disconnect)

(Metal Collar Reinforced)

Slotted PVC Connector Pipe

GENERAL NOTES

1. Floating turbidity barriers are to be paid for under the

For In The Plans Or As Determined By The Engineer.

10 Feet Unless Special Depth Curtains Specifically Called

Two(2) Panels To Be Used For Depths Greater Than

Curtain To Reach Bottom Up To Depths Of 10 Feet.

D

D

D

FLOATING TURBIDITY BARRIERS

Turbidity barriers for flowing streams and tidal

Mooring Buoy w/Anchor

To Current Action

Barrier Movement Due

Anchor

Dredge Or Fill Area

Pile Locations

LEGEND

TURBIDITY BARRIER APPLICATIONS

NOTES:

Stress Plate

Galvanized Chain

Galvanized Chain

T y p i c a l

T y p i c a l

Shore Line

T y p i c a l

Proposed Toe Of Slope

Causeway

Existing

T y p i c a l

Structure Alignment

Current

Engineer.

position unless otherwise directed by the turbidity barriers to be installed in vertical

Staked Turbidity Barrier. Posts in staked plans for Floating Turbidity Barrier and/or specified in the plans, however payment will be at the Contractors option unless otherwise conditions and meet erosion control and water or any combinations of types that will suit site creeks may be either floating, or staked types

Note:

TUBIDITY BARRIER DETAILS (FDOT INDEX 103)

NOT TO SCALE

#4 BAR (TYP.)

SHEET PILE

SECTION A-A

NOT TO SCALE

SHEET PILE CONCRETE CAP

2'-1"

4C06 BAR @ 2'-0" O.C.

#4 BAR (TYP.)

±15"

SHEET PILE

3" CL

1'-7"

6" 6"

1'-7"

1'-1"

SECTION B-B

4CO5

4CO6

COPING REINFORCING PARTIAL PLAN

2 - #4 BARS (CONTINUOUS

TOP AND BOTTOM)

#4 BAR

PZ35 SHEET PILE

4C05 BARS @ 22.6" O.C.

(TYPICAL AT EACH SHEET PILE JOINT, ALTERNATING ORIENTATIONS)

4C06 BARS @ 22.6" O.C.

(TYPICAL AT EACH SHEET PILE CENTERLINE)

3" CL

CENTER OF SHEET

PILE WALL

2 - #4 BARS (CONTINUOUS

TOP AND BOTTOM)

BEGIN SHEET PILE WALL

STA. 10+00 OR

END SHEET PILE WALL

STA. 15+00

B A

B A

6" MIN. TO 9" MAX.

SHEET PILE EMBEDMENT

2'-1"

3" CL

±15"

6" MIN. TO 9" MAX.

SHEET PILE EMBEDMENT

4C05 BAR @ 2'-0" O.C.

WITH ALTERNATION

ORIENTATIONS

TOP ELEV. = ±51.50

TOP ELEV. = ±51.50

NOTES:

1. CAP DETAILS ARE BASED SPECIFICALLY ON THE USE OF A PZ35 STEEL SHEET PILING SECTION. IF A DIFFERENT SECTION IS USED, CONTRACTOR MUST

OBTAIN APPROVAL AND THE CAP SHALL BE MODIFIED AT CONTRACTORS EXPENSE.

2. THE ENTIRE TOP AND SIDES OF CONCRETE CAP SHALL RECEIVE A SURFACE FINISH AND CLASS V COATING CONFORMING TO SECTION 400-15.2.6 OF

THE FDOT SPECIFICATIONS. COLOR OF CLASS V COATING SHALL BE SUBMITTED FOR OWNER APPROVAL PRIOR TO PROCUREMENT.

3. CONCRETE SHALL BE FDOT CLASS II (MINIMUM 28-DAY COMPRESSIVE STRENGTH = 3,400 psi). CONCRETE SHALL CONFORM TO SECTION 346 OF THE

FDOT SPECIFICATIONS.

4. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60.

Scale:

Job No.

Date:

Checked by:

Approved by:

Designed by:

Drawn by:

Sheet No.

D r a w i n g n a m e

J C

C i v i l D

W G

D e s i g n C

D t a i l s d r a m d g h o l l a n d

ByNo. Date

2017C

3/27/2017

AS SHOWN

ByNo. Date Revision Revision

1117 E. Robinson St. Orlando, FL 32801

Ph: 407.425.0452

CPH, Inc.

Arch. Lic. No. AA2600926

Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Plans Prepared By:

www.cphcorp.com

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Structural

Surveyors

Offices In:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

A Full Service A & E Firm

Traffic/Transportation

TMZ

DEM

DGH

TMZ

C1990

TERRY M. ZAUDTKE, P.E.

REG-# 32928

C-5DETAILS

FDOT INDEX #103

CITY OF CASSELBERRY

GEE CREEK EROSION CONTROL PROJECT

PHASE 1 - SHEET PILING

Seminole County, Florida

EXISTING

GRADE

STEEL SHEET

PILING SECTION

CONCRETE SHEET

PILING CAP

ELEV. = 50.75

PROVIDE MISCELLANEOUS

FILL AND COMPACT TO 98%

MODIFIED T-180, IN 12" LIFTS

TYPICAL REGRADE DETAIL

N.T.S.

EXISTING

ROADWAY

REGRADE SLOPE TO CAP. PROVIDE

4" CONCRETE SLAB ON TOP.

SLOPE IS APPROXIMATELY 10:1

EXISTING

CONCRETE WALL

ELEV. = 13.00