2-2-Brookwood Drive Plans 20250918.pdf

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UNDERGROUND UTILITIES & PUBLIC INFRASTRUCTURE ENGINEERING

STORMWATER MANAGEMENT

C.O.T. WORK ORDER NO. 2200547

PLANS PREPARED FOR:

NORTH AMERICAN VERTICAL DATUM OF 1988

INDEX OF SHEETS

APPROVED FOR CONSTRUCTION

SHEET NO. SHEET DESCRIPTION

STORMWATER MANAGEMENT DIVISION

SET NO.:DATE:

ENGINEER OF RECORD:

PROJECT LOCATION

LOCATION MAP

1" = 800'

REVISIONS

NO. DESCRIPTION BY DATE

GOVERNING STANDARDS AND SPECIFICATIONS:

CITY OF TALLAHASSEE SUPPLEMENTAL SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION, FY 2023-2024

FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD PLANS, FY 2023-24

EDITION AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION, FY 2023-24, AS AMENDED BY CONTRACT DOCUMENTS.

ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN

ALTERED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN

OBTAINING SCALED DATA.

PLANS PREPARED BY:

PLAN AND PROFILE KEY MAPPLAN AND PROFILE KEY MAP

BROOKWOOD DRIVE

DRAINAGE IMPROVEMENTS

EUTAW, INC.

2419 FLEISCHMANN ROAD, SUITE 1

TALLAHASSEE, FLORIDA 32308

(850) 383-0400

WWW.EUTAWINC.COM

FBPE REGISTRY #9961

COVER SHEET

DRAINAGE MAP

GENERAL NOTES

PAY ITEM NOTES

TYPICAL SECTIONS

TYPICAL DETAILS

PROJECT LAYOUT

PLAN & PROFILE - CURB & GUTTER

PLAN & PROFILE - CHANNEL IMPROVEMENTS

CROSS SECTIONS

DRAINAGE STRUCTURES

CONSTRUCTION DETAILS

SOIL SURVEY

UTILITY ADJUSTMENTS

STORMWATER POLLUTION PREVENTION PLAN

EROSION CONTROL & TREE PROTECTION/REMOVAL

STRUCTURAL NOTES

DRAINAGE BOX DIMENSIONS

DRAINAGE BOX REINFORCEMENT

HEADWALL DIMENSIONS, ISOMETRICS, & QUANTITIES

HEADWALL REINFORCEMENT

9-10

11-15

16-17

18-19

S-1

S-2

S-3 TO S-4

S-5

S-6

MATTHEW W. HURD, P.E.

FLORIDA PE #74757

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED

BY MATTHEW W. HURD, P.E. PRINTED COPIES OF THIS

DOCUMENT ARE NOT CONSIDERED SIGNED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

AutoCAD SHX Text

BROOKWOOD DR

AutoCAD SHX Text

SPOTSWOOD DR

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MAHAN DR

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SAULS ST

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E TENNESSEE ST

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VALLEY RD

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GLENWAY DR

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BROOKWOOD DR

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CARRAWAY ST

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SPOTTSWOOD DR

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N MAGNOLIA DR

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HAWTHORNE ST

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DORA AVE

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OFFICE PLAZA DR

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CHERRY LAUREL ST

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DEVILS DIP

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BROWNING DR

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FERNDALE DR

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BELVEDERE ST

AutoCAD SHX Text

KATHRYN DR

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BUCKINGHAM DR

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NUGENT DR

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SEQUOIA DR

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POINTE CT

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SAULS ST

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REDWOOD DR

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N MAGNOLIA DR

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E CALL ST

AutoCAD SHX Text Barnette W Allen Nature Preserve(aka Magnolia Ravine)

AutoCAD SHX Text

SULLIVAN SCHOOL

AutoCAD SHX Text

MAHAN DR

GRAPHIC SCALE

(in feet)

100 20050

170 168 166 164

200200

170180

150140

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END PROJECT.

EXIST. PIPES TO REMAIN

BEGIN PROJECT.

CONST. REINFORCED

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GENERAL NOTES:

1. THE CONTRACTOR SHALL HAVE ALL REQUIRED PERMITS IN-HAND PRIOR TO BEGINNING CONSTRUCTION, AND SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMITS OBTAINED BY THE CITY AND THOSE PERMITS OBTAINED BY THE

CONTRACTOR.

2. AT LEAST THREE CALENDAR DAYS PRIOR TO THE PRECONSTRUCTION CONFERENCE; THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL A TENTATIVE BASE CONSTRUCTION SCHEDULE, A PRECONSTRUCTION SURVEY, A TRAFFIC CONTROL PLAN, AND A SEDIMENT AND EROSION CONTROL PLAN. NO WORK SHALL BEGIN PRIOR TO APPROVAL OF THE CONSTRUCTION SCHEDULE, PRECONSTRUCTION SURVEY, TRAFFIC CONTROL PLAN, AND SEDIMENT AND EROSION CONTROL PLAN.

3. THE CONSTRUCTION SCHEDULE SHALL DESCRIBE IN DETAIL HOW THE CONSTRUCTION IS TO BE PHASED, ESTABLISH START AND FINISH DATES FOR ALL SIGNIFICANT CONSTRUCTION ACTIVITIES, AND IDENTIFY ALL CONTROLLING ITEMS OF WORK. THE SCHEDULE IS TO BE APPROVED BY THE ENGINEER, AND SHALL BE UPDATED ON A MONTHLY BASIS TO REFLECT ACTUAL WORK PROGRESS. THE UPDATED SCHEDULE SHALL BE SUBMITTED TO THE ENGINEER NO LATER THAN THREE DAYS PRIOR TO EACH SCHEDULED MONTHLY PROGRESS MEETING. PAYMENT FOR PREPARING, UPDATING AND SUBMITTING THE SCHEDULE SHALL BE INCLUDED IN THE PAY ITEM FOR

MOBILIZATION.

4. THE PRECONSTRUCTION SURVEY SHALL VERIFY THE CONTROL POINTS AND BENCH MARK ELEVATIONS PROVIDED BY THE ENGINEER AND SHALL ALSO ESTABLISH THE LOCATION AND DESCRIPTION OF ALL ADDITIONAL REFERENCE POINTS AND THE LOCATIONS, DESCRIPTIONS, AND ELEVATIONS OF ALL ADDITIONAL BENCHMARKS TO BE USED IN CONSTRUCTING THE PROJECT. THE SURVEY SHALL BE SIGNED AND SEALED BY A PROFESSIONAL SURVEYOR AND MAPPER REGISTERED IN THE STATE OF FLORIDA. SIGNIFICANT INCONSISTENCIES BETWEEN THE FIELD NOTES AND THE CONTROL POINTS AND BENCH MARK ELEVATIONS PROVIDED BY THE ENGINEER SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION PRIOR TO ISSUANCE OF THE NOTICE TO PROCEED. PAYMENT SHALL

BE INCLUDED IN THE PAY ITEM FOR MOBILIZATION.

5. THE GEOTECHNICAL INFORMATION SHOWN ON THE DRAWINGS WAS OBTAINED FOR USE IN ESTABLISHING DESIGN CRITERIA FOR THE PROJECT. THIS INFORMATION MAY NOT ACCURATELY REFLECT ACTUAL SOIL CONDITIONS AS TO THE DEPTH, EXTENT OR CHARACTER OF THE MATERIAL TO BE ENCOUNTERED IN CONSTRUCTION OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE SUCH EXAMINATION OF THE SITE OF THE WORK AS MAY BE NECESSARY TO DETERMINE THE CONDITIONS UNDER WHICH THE WORK IS

TO BE PERFORMED.

6. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL PROPERTY CORNERS AND MONUMENTS SHOWN ON THE DRAWINGS OR FOUND DURING CONSTRUCTION. IF A PROPERTY CORNER OR MONUMENT IS DESTROYED OR DISTURBED, THE CONTRACTOR WILL HAVE IT REPLACED AND CERTIFIED BY A PROFESSIONAL SURVEYOR AND MAPPER REGISTERED IN THE STATE OF FLORIDA. ALL COSTS FOR PRESERVING, REPLACING AND CERTIFYING PROPERTY CORNERS AND MONUMENTS WILL BE INCLUDED IN THE PAY ITEM FOR

MOBILIZATION.

7. ANY NATIONAL GEODETIC SURVEY MONUMENT WITHIN THE LIMITS OF CONSTRUCTION MUST BE PROTECTED. IF IN DANGER OF

DAMAGE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND:

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

BUREAU OF SURVEY AND MAPPING

3900 COMMONWEALTH BLVD.

TALLAHASSEE, FLORIDA 32399-3000

(850) 245-2118 public.services@dep.state.fl.us

8. IF PREHISTORIC OR HISTORIC ARTIFACTS, SUCH AS POTTERY OR CERAMICS, PROJECTILE POINTS, DUGOUT CANOES, METAL IMPLEMENTS, HISTORIC BUILDING MATERIALS, OR ANY OTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED WITH NATIVE AMERICAN, EARLY EUROPEAN, OR AMERICAN SETTLEMENT ARE ENCOUNTERED AT ANY TIME WITHIN THE PROJECT SITE AREA, THE PERMITTED PROJECT SHALL CEASE ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN THE VICINITY OF THE DISCOVERY. THE CONTRACTOR SHALL CONTACT THE FLORIDA DEPARTMENT OF STATE, DIVISION OF HISTORICAL RESOURCES, COMPLIANCE REVIEW SECTION AT 850-245-6333.

PROJECT ACTIVITIES SHALL NOT RESUME WITHOUT VERBAL AND/OR WRITTEN AUTHORIZATION. IN THE EVENT THAT UNMARKED HUMAN REMAINS ARE ENCOUNTERED DURING PERMITTED ACTIVITIES, ALL WORK SHALL STOP IMMEDIATELY, AND THE PROPER AUTHORITIES SHALL BE NOTIFIED IN ACCORDANCE WITH SECTION 872.05, FLORIDA STATUTES.

9. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES IS BASED ON INFORMATION PROVIDED BY THE UTILITY OWNERS, AVAILABLE RECORDS, AND SURVEYED FIELD INFORMATION. THE INFORMATION MAY NOT REFLECT ACTUAL CONDITIONS, INCLUDE ALL UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED, OR SHOW THE UTILITIES IN THE CORRECT HORIZONTAL OR VERTICAL LOCATIONS. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UTILITIES AS NECESSARY TO ESTABLISH THEIR LOCATIONS AND AVOID DAMAGE. THE FOLLOWING UTILITIES SHOULD BE CONTACTED FOR INFORMATION CONCERNING TYPE AND LOCATION OF THEIR FACILITIES. THE LIST MAY NOT INCLUDE ALL UTILITIES IN THE AREA.

SUNSHINE STATE ONE-CALL OF FLORIDA 811 OR 800-432-4770 (5 DAYS NOTIFICATION PRIOR TO CONSTRUCTION)

CITY OF TALLAHASSEE/ELECTRICAL UTILITY 850-891-5105

CITY OF TALLAHASSEE/GAS UTILITY 850-891-5689

CITY OF TALLAHASSEE/WATER UTILITY 850-891-6144

CITY OF TALLAHASSEE/SEWER UTILITY 850-891-6144

COMCAST (CABLE TELEVISION) 850-815-7831

CENTURYLINK (TELEPHONE) 850-599-1479

AT&T (COMMUNICATIONS) 813-342-0512

SOUTHERN LIGHT (COMMUNICATIONS) 850-544-1400

10. PRIOR TO ANY SCHEDULED INTERRUPTION OF UTILITY SERVICE, THE CONTRACTOR SHALL COORDINATE SUCH INTERRUPTION WITH THE UTILITY PROVIDER AND SHALL PROVIDE A MINIMUM 24-HOUR NOTICE TO THE AFFECTED PARTIES. IN THE CASE OF A WATER MAIN SHUT DOWN, A MINIMUM 24-HOUR NOTICE ALSO SHALL BE PROVIDED TO THE TALLAHASSEE FIRE DEPARTMENT. THE CONTRACTOR SHALL NOTIFY THE ELECTRIC UTILITY A MINIMUM OF TWO WEEKS PRIOR TO CONSTRUCTION IN THE VICINITY OF THEIR FACILITIES.

11. THE CONTRACTOR SHALL NOTIFY THE GAS UTILITY (850-891-5100) A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY EXCAVATION IN THE VICINITY OF GAS MAINS, AS REQUIRED BY CHAPTER 77-153 OF THE FLORIDA STATUTES. A GAS DEPARTMENT INSPECTOR WILL BE ON SITE WHEN WORK ACTIVITIES TAKE PLACE NEAR GAS MAINS. A MINIMUM OF 72 HOURS NOTICE SHALL BE PROVIDED FOR ANY REQUEST

FOR GAS MAIN EXPOSURE OR ADJUSTMENT.

12. ALL UTILITIES IN CONFLICT WITH CONSTRUCTION ARE TO BE ADJUSTED OR RELOCATED BY OTHERS UNLESS NOTED OTHERWISE ON THE

DRAWINGS OR DIRECTED BY THE ENGINEER.

13. WHERE THE REQUIRED MINIMUM SEPARATION BETWEEN UTILITIES IS SPECIFIED, THE DISTANCE SHALL BE MEASURED FROM OUTSIDE

OF PIPE TO OUTSIDE OF PIPE.

14. LIMITS OF CONSTRUCTION ARE DEFINED IN THE PLANS AND CONSIST OF ROADWAY RIGHTS-OF-WAY, CITY OF TALLAHASSEE PROPERTIES, DRAINAGE RIGHTS-OF-WAY, PERMANENT DRAINAGE AND/OR UTILITY EASEMENTS, AND TEMPORARY CONSTRUCTION EASEMENTS.

15. TRENCHES WILL BE CLOSED OVERNIGHT OR PROTECTIONS IN PLACE TO ENSURE VEHICLES AND PEDESTRIANS WILL NOT HAVE ACCESS.

16. ALL EXISTING DRAINAGE STRUCTURES AND PIPES, PAVEMENT, SIDEWALKS, CURBS, ETC., WITHIN THE LIMITS OF CONSTRUCTION ARE TO REMAIN UNLESS OTHERWISE NOTED ON THE DRAWINGS OR DIRECTED BY THE ENGINEER. ALL DRAINAGE STRUCTURES, PIPES, PAVEMENT, SIDEWALKS, CURBS, ETC., THAT ARE TO REMAIN THAT ARE DAMAGED DURING CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR AND IF DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED WITH THE SAME TYPE AND MATERIAL

AT NO COST TO THE CITY.

17. ALL STORM MANHOLES OR STRUCTURES DESIGNATED TO BE ABANDONED IN PLACE SHALL BE REMOVED TO A MINIMUM OF THREE FEET

BELOW GRADE AND FILLED WITH COMPACTED SAND.

18. EXISTING CONCRETE AND ASPHALTIC CONCRETE DRIVEWAYS AND SIDEWALKS SHALL BE SAW-CUT AS REQUIRED FOR CONSTRUCTION.

19. ALL SIDEWALKS AND CURB RAMPS REMOVED DURING CONSTRUCTION SHALL BE RECONSTRUCTED TO MEET CURRENT ADA STANDARDS.

20. THE CONTRACTOR SHALL PUT FORTH EVERY REASONABLE EFFORT TO MINIMIZE DISRUPTION AND DISTURBANCE OF ADJACENT PROPERTIES. ACCESS BY PROPERTY OWNERS AND RESIDENTS TO THEIR PROPERTY SHALL BE MAINTAINED AT ALL TIMES. ANY BARRICADING OF ACCESS MUST BE COORDINATED WITH THE AFFECTED PROPERTY OWNERS AND RESIDENTS.

21. ALL FENCES IN CONFLICT WITH CONSTRUCTION SHALL BE REMOVED AND REPLACED IN THEIR ORIGINAL LOCATIONS OR IN OTHER LOCATIONS AS DIRECTED BY THE ENGINEER. THE CONTRACTOR MAY, AT HIS OPTION, USE NEW FENCING MATERIAL OF THE SAME TYPE THAT WAS REMOVED OR REUSE THE FENCING MATERIAL THAT WAS REMOVED IF IT IS UNDAMAGED BY CONSTRUCTION ACTIVITIES. ALL

FENCES DAMAGED BY CONSTRUCTION ACTIVITIES ARE TO BE REPLACED WITH NEW FENCING MATERIAL OF THE SAME TYPE THAT WAS

REMOVED.

22. THE CONTRACTOR SHALL EXERCISE DUE CARE IN THE REMOVAL OF EXISTING FENCES TO MAINTAIN SECURITY AT THE AFFECTED PROPERTIES AND TO ENSURE THE SAFETY OF PETS, ANIMALS AND CHILDREN. IF IN THE OPINION OF THE ENGINEER, REMOVAL OF A FENCE WILL RESULT IN AN UNACCEPTABLE REDUCTION IN SECURITY OR SAFETY, THE CONTRACTOR SHALL INSTALL A TEMPORARY FENCE AS DIRECTED BY THE ENGINEER PRIOR TO REMOVAL OF THE EXISTING FENCE. THE TEMPORARY FENCE SHALL REMAIN IN PLACE UNTIL

THE PERMANENT FENCE IS INSTALLED.

23. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL TREES AND LANDSCAPING ON ADJACENT PROPERTIES, AND WILL BE SOLELY LIABLE FOR DAMAGE TO VEGETATION ON PROPERTIES ADJACENT TO CONSTRUCTION WORK ZONES. ALL TREES WITHIN THE LIMITS OF CONSTRUCTION THAT ARE NOT IDENTIFIED ON THE PLANS TO BE REMOVED SHALL BE PROTECTED TO THE MAXIMUM EXTENT PRACTICABLE. TREE PROTECTION BARRICADES SHALL BE INSTALLED AND MAINTAINED AROUND ALL TREES THAT ARE TO BE PROTECTED

AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER.

24. THE CONTRACTOR SHALL NOT DISTURB GRASSING OR LANDSCAPING OUTSIDE CONSTRUCTION WORK ZONES. THE CONTRACTOR SHALL BE SOLELY LIABLE FOR DAMAGE TO VEGETATION OUTSIDE CONSTRUCTION WORK ZONES AND SHALL RESTORE AT NO COST TO THE CITY ANY AREAS THAT ARE DAMAGED INCLUDING AREAS WITHIN THE LIMITS OF CONSTRUCTION OR ON ADJACENT PROPERTIES USING, TO THE EXTENT PRACTICABLE, THE SAME TYPES AND SIZES OF PLANT MATERIAL THAT EXISTED PRIOR TO CONSTRUCTION.

25. THE LOCATION AND CONSTRUCTION OF MAILBOXES SHALL BE IN CONFORMANCE WITH THE RULES AND REGULATIONS OF THE UNITED STATES POSTAL SERVICE. WHEN A MAILBOX IN CONFLICT WITH CONSTRUCTION IS REMOVED, THE CONTRACTOR SHALL FURNISH AND INSTALL A TEMPORARY MAILBOX AND SHALL MAINTAIN THE TEMPORARY MAILBOX UNTIL A NEW MAILBOX IS INSTALLED. THE CONTRACTOR SHALL CONSTRUCT A NEW MAILBOX TO MATCH, AS CLOSE AS PRACTICABLE, THE LOCATION, TYPE, SIZE, MATERIAL, AND COLOR OF THE ORIGINAL MAILBOX. IN LIEU OF CONSTRUCTING A NEW MAILBOX, THE EXISTING MAILBOX MAY BE REUSED IF IT MEETS THE RULES AND REGULATIONS OF THE UNITED STATES POSTAL SERVICE AND IS FUNCTIONALLY SOUND.

26. DISTURBED AREAS SHALL BE COMPACTED (AT A MINIMUM) EQUAL TO ADJACENT UNDISTURBED GROUND EXCEPT WHEN OTHERWISE

SPECIFIED.

27. PROPERTIES ADJACENT TO WORK ZONES SHALL BE GRADED TO DRAIN WITHIN THE LIMITS OF CONSTRUCTION.

28. ALL DISTURBED AREAS WITHIN CONSTRUCTION WORK ZONES ARE TO BE GRASSED EXCEPT FOR AREAS THAT ARE LANDSCAPED, PAVED, OR BELOW NORMAL WATER LEVEL. EXISTING GRASSED AREAS SHALL BE REPLANTED WITH SOD OF THE SAME GRASS TYPE AS EXISTING, UNLESS OTHERWISE SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER. CENTIPEDE SOD WILL BE USED FOR DISTURBED AREAS NOT CURRENTLY GRASSED. REINFORCEMENT MAT SHALL BE INSTALLED BENEATH SOD PLACED ON SLOPES OF 1V:2H OR STEEPER, AND THE SOD SHALL BE STAPLED. COSTS FOR REINFORCEMENT MAT, STAPLING, FERTILIZING, AND WATERING SHALL BE INCLUDED IN THE UNIT

PRICE OF THE PAY ITEM FOR PERFORMANCE TURF.

29. PRIOR TO REQUESTING A FINAL INSPECTION, THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER FOUR COMPLETE SETS OF CERTIFIED AS-BUILT RECORD DRAWINGS AND TWO COPIES OF THE DIGITAL FILES ON CD-ROM DISKS.

SUPPLEMENTAL GENERAL NOTES:

1. CITY OF TALLAHASSEE SURVEYING, PROVIDED THE TOPOGRAPHY, BENCHMARKS, RIGHTS-OF-WAY AND UTILITY LOCATION INFORMATION SHOWN ON THE CONSTRUCTION DRAWINGS. ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD 88).

2. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL VALVE BOXES ON GAS AND WATER MAINS WITHIN THE LIMITS OF CONSTRUCTION THAT ARE TO REMAIN IN SERVICE. PRIOR TO COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES WITHIN CONSTRUCTION AREAS SO THE TOPS ARE FLUSH WITH FINISHED PAVEMENT OR WITH FINISHED GRADE IN

UNPAVED AREAS.

SUPPLEMENTAL GENERAL NOTES - STORMWATER CONSTRUCTION:

1. IF THE PLANS DO NOT DESIGNATE A TYPE OF PIPE, EITHER STEEL REINFORCED CONCRETE PIPE (MINIMUM CLASS III) IN ACCORDANCE WITH STANDARD SPECIFICATION 449-4 OR FLORIDA DEPARTMENT OF TRANSPORTATION APPROVED POLYPROPYLENE PIPE MAY BE USED. NON-REINFORCED CONCRETE PIPE MAY NOT BE USED. WHEN THE PLANS DESIGNATE A TYPE OF PIPE, THE CONTRACTOR MAY USE ONLY THE TYPE DESIGNATED. THE CONTRACTOR SHALL NOT USE A TYPE OF PIPE NOT DESIGNATED ON THE DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER. POLYPROPYLENE PIPE MAY NOT TO BE USED FOR OPEN-ENDED PIPE RUNS, SUCH AS PIPES CONNECTING TO DITCHES OR PONDS. ON OPEN-ENDED PIPE RUNS, STEEL REINFORCED CONCRETE PIPE SHALL BE USED FOR THE ENTIRE RUN OF PIPE FROM THE OPEN END TO THE NEAREST DRAINAGE STRUCTURE. ALL PIPES SHALL BE CUT FLUSH WITH THE INSIDE OF

DRAINAGE STRUCTURES.

2. ALL REINFORCED CONCRETE PIPE SHALL BE INSTALLED USING SELECT MATERIAL FOR THE SOIL ENVELOPE AS SHOWN ON THE STORM DRAIN PIPE INSTALLATION DETAIL. BACKFILL AROUND POLYPROPYLENE PIPE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S

SPECIFICATIONS.

3. ALL JOINTS OF CONCRETE PIPES, CULVERTS, AND STORM DRAINS SHALL HAVE A FILTER FABRIC JACKET AS DETAILED ON STANDARD PLANS INDEX 430-001, UNLESS NOTED OTHERWISE ON THE DRAWINGS OR DIRECTED BY THE ENGINEER.

4. ALL PIPE CULVERTS AND STORM DRAINS 48-INCHES OR LESS IN DIAMETER SHALL BE VIDEO TAPED IN ACCORDANCE WITH SECTION 430-4.8 OF THE STANDARD SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

5. UNLESS NOTED OTHERWISE IN THE PLANS, THE CONTRACTOR SHALL TAKE OWNERSHIP OF ALL EXCAVATED MATERIALS NOT SUITABLE FOR BACKFILLING AND OF ALL EXCAVATED SUITABLE MATERIALS THAT ARE NOT REQUIRED FOR BACKFILLING OR FOR OTHER USE ON SITE AND SHALL DISPOSE OF THE MATERIALS OUTSIDE THE PROJECT LIMITS AT NO ADDITIONAL COST TO THE CITY.

6. ALL CURB INLETS, DITCH BOTTOM INLETS, AND MANHOLES SHALL HAVE TRAFFIC BEARING FRAMES AND COVERS OR GRATES MEETING

HS-20 LOADING REQUIREMENTS UNLESS OTHERWISE SHOWN ON THE PLANS.

7. ALL STORM DRAIN COVERS SHALL BE TYPE USF TJ (U.S. FOUNDRY NO. 8017195), NPR15-728 (EJ GROUP COVER NO. 3062A2), OR

APPROVED EQUAL.

8. ALL TYPE J STRUCTURE BOTTOMS SHALL HAVE A MINIMUM 6'-0” WALL HEIGHT WHEN POSSIBLE.

9. ALL GRATES SHALL BE CHAINED AND LOCKED IN ACCORDANCE WITH STANDARD PLANS INDEX 425-001. COST OF EYEBOLTS AND CHAIN

SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR THE STRUCTURES.

10. UTILITIES IN CONFLICT WITH THE INSTALLATION OF A NEW STORM DRAIN ARE TO BE ADJUSTED OR RELOCATED TO ELIMINATE THE CONFLICT. IF THE CONFLICT CANNOT BE REASONABLY AVOIDED, A CONFLICT STRUCTURE WITH ACCESS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD PLANS INDEX 425-080 WITH THE EXCEPTION THAT FOR UTILITY CONFLICT CONDITION II (PRESSURE OR FLUID CARRIER INSTALLATIONS), A CARRIER PIPE IS NOT REQUIRED IF DUCTILE IRON PIPE IS USED FOR THE UTILITY AND NO PIPE JOINTS ARE LOCATED WITHIN THE CONFLICT STRUCTURE. “NOTCHING” OF A STORM DRAIN PIPE OR STRUCTURE TO ACCOMMODATE A UTILITY SHALL NOT BE ALLOWED. NO UTILITY SHALL BE INSTALLED THROUGH ANY PORTION OF A STORM DRAIN PIPE WITHOUT A CONFLICT

STRUCTURE.

SUPPLEMENTAL GENERAL NOTES - TRAFFIC CONTROL:

1. THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN THAT DESCRIBES THE MEASURES TO BE EMPLOYED DURING CONSTRUCTION TO WARN MOTORISTS AND PEDESTRIANS OF HAZARDS, TO ADVISE MOTORISTS OF THE PROPER TRAVEL PATH THROUGH OR AROUND THE WORK AREA, TO DELINEATE AREAS WHERE TRAFFIC SHOULD NOT OPERATE, AND TO SEPARATE AND PROTECT MOTORISTS, PEDESTRIANS, AND THE WORK FORCE DURING ALL PHASES OF THE WORK. THE PLAN SHALL ALSO CONSIDER ACCESS TO BUSINESSES WITHIN THE CONSTRUCTION AREA AND PROVIDE BUSINESS ENTRANCE SIGNS TO ROUTE MOTORISTS TO DESIGNATED PARKING AREAS. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE TRAFFIC CONTROL PLAN FROM THE CITY OF TALLAHASSEE TRAFFIC ENGINEERING PRIOR TO BEGINNING CONSTRUCTION. PAYMENT FOR PREPARING AND SUBMITTING THE TRAFFIC CONTROL PLAN SHALL

BE INCLUDED IN THE PAY ITEM FOR MOBILIZATION.

2. ACCESS TO BUSINESS AND RESIDENTIAL DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES.

3. NO ROADWAYS (INCLUDING COUNTY ROADS) SHALL BE CLOSED WITHOUT PRIOR APPROVAL OF CITY OF TALLAHASSEE TRAFFIC

ENGINEERING.

4. ALL TRAFFIC CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

AND/OR THE FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS.

5. ALL TRAFFIC CONTROL DEVICES SHALL BE IN PLACE BEFORE THE START OF CONSTRUCTION ON AFFECTED ROADWAYS.

6. WARNING LIGHTS SHALL BE USED ON BARRICADES DURING HOURS OF DARKNESS IN ACCORDANCE WITH STANDARD PLANS INDEX 102-600.

SUPPLEMENTAL GENERAL NOTES - SEDIMENT AND EROSION CONTROL:

1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE PREVENTION, CONTROL, AND ABATEMENT OF EROSION, WATER POLLUTION, AND THE TRANSPORTATION OF ERODED MATERIALS OFF SITE.

2. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER A SEDIMENT AND EROSION CONTROL PLAN TO ACCOMPANY THE STORMWATER POLLUTION PREVENTION PLAN AND THE SEDIMENT AND EROSION CONTROL PLAN INCLUDED IN THESE PLANS. THE SEDIMENT AND EROSION CONTROL PLAN SHALL BE PREPARED IN ACCORDANCE WITH THE "FLORIDA EROSION AND SEDIMENT CONTROL MANUAL" AND SHALL BE SPECIFIC TO THE MEANS, METHODS, AND SEQUENCE OF CONSTRUCTION TO BE EMPLOYED BY THE CONTRACTOR AND SHALL IDENTIFY THE TYPES AND LOCATIONS OF CONTROLS THAT ARE TO BE IMPLEMENTED DURING EACH PHASE OF CONSTRUCTION AS SHOWN ON THE APPROVED CONSTRUCTION SCHEDULE TO MINIMIZE EROSION, PREVENT THE TRANSFER OF ERODED MATERIALS ONTO ANY OFF SITE PARCEL OR INTO ANY RECEIVING WATER, AND PREVENT VIOLATING STATE AND/OR FEDERAL PERMIT REQUIREMENTS. PAYMENT FOR PREPARING AND SUBMITTING THE SEDIMENT AND EROSION CONTROL PLAN AND FOR ANY MODIFICATIONS TO THE SEDIMENT AND EROSION CONTROL PLAN DURING CONSTRUCTION WILL BE INCLUDED IN THE PAY ITEM FOR MOBILIZATION. THE SEDIMENT AND EROSION CONTROL PLAN SHALL DESCRIBE BUT NOT BE LIMITED TO THE FOLLOWING ITEMS FOR

EACH PHASE OF CONSTRUCTION OPERATIONS OR ACTIVITIES:

A. TYPES AND LOCATIONS OF ALL EROSION CONTROL DEVICES

B. ESTIMATED TIME EROSION CONTROL DEVICES WILL BE IN OPERATION

C. METHODS FOR CONTAINMENT OR REMOVAL OF ERODED MATERIALS FROM DISCHARGES RELATED TO DEWATERING

OPERATIONS

D. METHODS FOR CONTAINMENT OR REMOVAL OF POLLUTANTS OR HAZARDOUS WASTES

E. METHODS FOR MAINTENANCE OF EROSION CONTROL DEVICES

F. SCHEDULES FOR MONITORING AND MAINTAINING EROSION CONTROL DEVICES

G. NAME AND PHONE NUMBERS OF PERSON RESPONSIBLE FOR MONITORING AND MAINTAINING EROSION CONTROL DEVICES

3. NO CONSTRUCTION ACTIVITIES SHALL BEGIN UNTIL THE SEDIMENT AND EROSION CONTROL PLAN HAS RECEIVED WRITTEN APPROVAL

FROM THE ENGINEER.

4. THE CONTRACTOR SHALL UPDATE THE SEDIMENT AND EROSION CONTROL PLAN WHENEVER THERE IS A CHANGE IN CONSTRUCTION SEQUENCE OR ACTIVITIES THAT HAS A SIGNIFICANT EFFECT ON THE POTENTIAL FOR THE DISCHARGE OF POLLUTANTS OFF SITE OR INTO ANY RECEIVING WATER AND SHALL SUBMIT THE UPDATED PLAN FOR REVIEW AND APPROVAL BY THE ENGINEER.

5. EROSION AND SEDIMENT CONTROLS SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION AND SHALL BE IN PLACE

BEFORE DISTURBING SOIL UPSTREAM OF THE CONTROL.

6. FIELD CONDITIONS MAY REQUIRE THE USE OF ADDITIONAL TYPES AND QUANTITIES OF SEDIMENT AND EROSION CONTROL DEVICES DURING CONSTRUCTION AS DETERMINED BY THE CONTRACTOR, THE ENVIRONMENTAL INSPECTOR, OR THE ENGINEER.

7. THE CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROL DEVICES PRIOR TO SUSPENSION OF WORK ACTIVITIES EACH DAY, IMMEDIATELY AFTER EACH RAINFALL, AND AT LEAST DAILY DURING PROLONGED RAINFALL TO ENSURE THAT THE DEVICES ARE PROPERLY LOCATED AND MAINTAINED FOR EFFECTIVENESS. ANY REQUIRED REMEDIAL ACTION SHALL BE PERFORMED IMMEDIATELY.

8. SEDIMENT TRAPPED BY THE EROSION CONTROL DEVICES IS TO BE REMOVED BY THE CONTRACTOR AFTER EACH RAIN STORM.

9. THE AMOUNT OF AREA DISTURBED AT ONE TIME SHALL BE LIMITED TO THE MINIMUM NECESSARY TO ADEQUATELY IMPLEMENT THE WORK. CONSTRUCTION OPERATIONS SHALL BE CONTROLLED TO MINIMIZE UNPROTECTED AREAS EXPOSED TO WEATHER, AND AREAS

OUTSIDE THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED.

10. EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN LOCATIONS WHERE IT COULD BE WASHED AWAY BY HIGH WATER OR BY STORMWATER RUNOFF, AND STOCKPILES SHALL BE COVERED OR ENCIRCLED WITH SEDIMENT CONTAINMENT DEVICES.

11. DURING THE INSTALLATION OF STORM DRAIN OR UTILITY PIPING, SYNTHETIC BALE BARRIERS SHALL BE PLACED BELOW THE WORK

ZONES TO AID IN CONTROLLING THE TRANSFER OF ERODED MATERIAL OFF SITE.

12. NEW AND EXISTING DRAINAGE STRUCTURES SHALL BE PROTECTED FROM SILTATION DURING CONSTRUCTION. BARRIERS SHALL BE PLACED AROUND ALL INCOMPLETE STORMWATER INLETS AND MANHOLES DURING CONSTRUCTION. CURB INLET FILTERS SHALL BE

PLACED ACROSS THE THROATS OF ALL EXISTING AND COMPLETED CURB INLETS.

13. EXISTING FLOW CAPACITY SHALL BE MAINTAINED IN THE DRAINAGE SYSTEMS TO CONVEY RUNOFF FROM RAIN STORMS THAT OCCUR DURING CONSTRUCTION. EXISTING DRAINAGE PIPES THAT ARE NOTED TO BE PLUGGED OR REMOVED SHALL REMAIN IN SERVICE UNTIL FLOWS CAN BE DIVERTED TO THE NEW DRAINAGE SYSTEM. WHERE NEW PIPES ARE TO BE INSTALLED IN CLOSE PROXIMITY TO EXISTING PIPES THAT ARE TO BE REMOVED, PROVISIONS SHALL BE MADE TO DIVERT FLOWS FROM THE EXISTING PIPES TO THE NEW PIPES PRIOR TO RAIN STORMS. TEMPORARY PIPES SHALL BE PLACED FOR THIS PURPOSE PRIOR TO SUSPENSION OF WORK ACTIVITIES EACH DAY.

14. NO MORE THAN 500 FEET OF STORM DRAIN OR UTILITY PIPING SHALL BE INSTALLED WITHOUT BACKFILLING AND COMPACTING THE PIPE

TRENCH.

15. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON DISTURBED AREAS AS SOON AS PRACTICABLE, BUT IN NO CASE MORE THAN 14 DAYS AFTER CONSTRUCTION ACTIVITY IN THOSE PORTIONS OF THE SITE HAS

TEMPORARILY OR PERMANENTLY CEASED.

16. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL DISTURBED LAND AREAS SHALL BE COMPLETED IMMEDIATELY AFTER FINAL GRADING. WHEN IT IS NOT POSSIBLE TO PERMANENTLY PROTECT A DISTURBED AREA IMMEDIATELY AFTER GRADING OPERATIONS, TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED. ALL TEMPORARY EROSION CONTROL DEVICES SHALL BE MAINTAINED

UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED.

17. THE CONTRACTOR SHALL OBTAIN AN ENVIRONMENTAL MANAGEMENT PERMIT FROM THE CITY OF TALLAHASSEE GROWTH MANAGEMENT DEPARTMENT FOR ALL STOCKPILE AND CONSTRUCTION STAGING AREAS LOCATED OUTSIDE THE LIMITS OF

CONSTRUCTION.

SUPPLEMENTAL GENERAL NOTES - TREE PROTECTION:

1. BARRICADE FENCING SHALL BE INSTALLED AT OR NEAR THE CRITICAL PROTECTION ZONE OF EACH TREE TO BE PROTECTED PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITY, AND THE FENCING SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN

COMPLETED.

2. ALL ROOTS 3/4" IN DIAMETER AND LARGER OF TREES TO BE PROTECTED OR PRESERVED THAT ARE EXPOSED DURING TRENCHING AND EXCAVATION SHALL BE CLEANLY CUT WITH A HANDSAW AND COVERED IMMEDIATELY WITH SOIL OR KEPT MOISTENED WITH WET BURLAP OR PEAT MOSS UNTIL THE TRENCH CAN BE FILLED. WHEN IT IS NOT POSSIBLE TO BACKFILL IN THE SAME DAY, THE ROOTS SHALL BE FRESHLY CUT WITH A HANDSAW A REASONABLE DISTANCE FROM THE ORIGINAL CUT AND BACKFILLED IMMEDIATELY TO AVOID SOIL

OR ROOT DEHYDRATION.

U s e r m a t t

S P r o j e c t s C o r m w a t e r B r o o k w o o d

D r i v e d w g d e s i g n N

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JOB No.

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DESIGNED

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GENERAL PAY ITEM NOTES:

1. NO SEPARATE PAYMENT WILL BE MADE FOR DEWATERING. THE COSTS

FOR DEWATERING SHALL BE INCLUDED IN THE UNIT PRICES FOR ANY ITEMS

REQUIRING DEWATERING.

2. NO SEPARATE PAYMENT WILL BE MADE FOR FILTER FABRIC. THE COSTS

FOR FILTER FABRIC SHALL BE INCLUDED IN THE UNIT PRICES FOR ANY

ITEMS REQUIRING FILTER FABRIC.

3. NO SEPARATE PAYMENT WILL BE MADE FOR VIDEO TAPING PIPE CULVERTS.

THE COSTS FOR VIDEO TAPING ARE INCLUDED IN THE UNIT PRICES FOR

PIPE CULVERT.

4. ADDITIONAL QUANTITIES OF EROSION CONTROL AND/OR TREE PROTECTION

ITEMS MAY BE NECESSARY AS DETERMINED DURING CONSTRUCTION BY THE

CONTRACTOR, THE ENVIRONMENTAL INSPECTOR, OR BY THE ENGINEER AND

MUST BE APPROVED BY THE ENGINEER.

5. UNIT PRICES FOR PIPES, CULVERTS, SEWER PIPE AND WATER MAIN INCLUDE

THE COSTS FOR FURNISHING, INSTALLING, MAINTAINING AND REMOVAL OF

1.5 INCH MINIMUM THICKNESS OF ASPHALT PAVEMENT MILLINGS OR FINE

TYPE SP ASPHALTIC CONCRETE AT THE GROUND SURFACE OF ALL PIPE

AND BOX CULVERT TRENCHES IN PAVED AREAS FOR THE PURPOSE OF

SEDIMENT AND EROSION CONTROL UNTIL THE FINAL PAVEMENT IS PLACED.

STORMWATER PAY ITEM NOTES:

101-1: MOBILIZATION

THE UNIT PRICE ALSO INCLUDES ALL COSTS FOR PREPARATION OF AN

APPROVED CONSTRUCTION PROGRESS SCHEDULE, AN APPROVED EROSION

CONTROL PLAN, AN APPROVED TRAFFIC CONTROL PLAN, AN APPROVED

DEWATERING PLAN, THE PRECONSTRUCTION SURVEY, PREPARING AND

SUBMITTING APPROVED SHOP DRAWINGS, AND FURNISHING, INSTALLING, AND

REMOVING THE PROJECT SIGNS.

102-1: MAINTENANCE OF TRAFFIC

THE UNIT PRICE CONSTITUTES FULL COMPENSATION FOR ALL LABOR AND

MATERIALS REQUIRED TO IMPLEMENT THE APPROVED TRAFFIC CONTROL PLAN

TO SAFELY MAINTAIN TRAFFIC AROUND OR THROUGH THE WORK ZONE NOT

INCLUDED FOR PAYMENT UNDER OTHER RELATED PAY ITEMS, INCLUDING

WARNING AND REGULATORY SIGNS, MESSAGE BOARDS, DRUMS, BARRICADES,

CHANNELIZING DEVICES, TEMPORARY CONCRETE BARRIER, WARNING LIGHTS,

FLAGGERS, BUSINESS ENTRANCE SIGNS, MAINTENANCE OF EXISTING

DRIVEWAYS, TEMPORARY PAVEMENT, TEMPORARY BARRICADES FENCING,

REMOVAL AND REINSTALLATION OF EXISTING FENCING AND REMOVAL AND

REINSTALLATION OF EXISTING SIGNS IN CONFLICT WITH CONSTRUCTION AS

DIRECTED BY THE ENGINEER. NO ADJUSTMENTS WILL BE MADE TO THE

CONTRACT PRICE FOR INCREASES IN CONTRACT TIME.

102-70: TEMPORARY BARRICADE FENCE (ORANGE)

THE UNIT PRICE CONSTITUTES FULL COMPENSATION FOR ALL LABOR AND

MATERIALS NECESSARY FOR THE INSTALLATION, MAINTENANCE, AND REMOVAL

OF TEMPORARY BARRICADE FENCE. THIS ITEM IS TO BE USED FOR PEDESTRIAN

SAFETY, TREE PROTECTION, OR AS DIRECTED BY THE ENGINEER.

104-10-14: STORMWATER POLLUTION PREVENTION

THE UNIT PRICE CONSTITUTES FULL COMPENSATION FOR ALL LABOR AND

MATERIALS NECESSARY FOR THE INSTALLATION AND MAINTENANCE OF SOIL

TRACKING PREVENTION DEVICES AND SEDIMENT BARRIER AND ANY NECESSARY

EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE PLANS

AND/OR DESCRIBED IN THE STATE OF FLORIDA EROSION AND SEDIMENT

CONTROL DESIGNER AND REVIEWER MANUAL. THE PRICE ALSO INCLUDES

PERIODIC REMOVAL AND DISPOSAL OF ACCUMULATED SEDIMENT, AND REMOVAL

AND DISPOSAL OFF-SITE OF SEDIMENT BARRIERS AT COMPLETION OF

CONSTRUCTION.

110-1-1: CLEARING AND GRUBBING

THE UNIT PRICE ALSO INCLUDES REMOVAL AND DISPOSAL OF ASPHALT, BASE,

SUB-BASE, CURBS, SIDEWALKS, DRIVEWAYS, DRAINAGE STRUCTURES, PIPES,

FENCES, SANITARY SEWER PIPES & STRUCTURES, AND ALL OTHER STRUCTURES

AND OBSTRUCTIONS NECESSARY TO BE REMOVED AND FOR WHICH OTHER ITEMS

OF THE CONTRACT DO NOT SPECIFY THE REMOVAL THEREOF. PARTIAL

PAYMENTS WILL BE BASED UPON THE ESTIMATED TOTAL VALUE OF WORK

COMPLETED TO THE DATE OF THE ESTIMATE AS DETERMINED BY THE

ENGINEER. ALL PARTIAL ESTIMATES AND PAYMENTS ARE SUBJECT TO

CORRECTION IN SUBSEQUENT ESTIMATES AND PAYMENT. THE UNIT PRICE ALSO

INCLUDES ALL COSTS FOR REMOVAL OF EXISTING FENCES AND RELOCATION OR

REPLACEMENT WITH NEW FENCE OR WITH THE FENCING MATERIAL THAT WAS

REMOVED IF IT IS UNDAMAGED, AND FOR THE RELOCATION OR REPLACEMENT

OF MAILBOXES.

120-1, 120-6 AND 125-3: REGULAR EXCAVATION, EMBANKMENT AND

SELECT BACKFILL

FINAL PAY QUANTITY WILL BE PLAN QUANTITY WITH NO CONSIDERATION FOR

SPECIFICATION TOLERANCES. THE UNIT PRICE ALSO INCLUDES ALL COSTS FOR

TURBIDITY MONITORING IN THE COMPLIANCE WITH THE ENVIRONMENTAL

PERMITS.

400-4-2: CLASS IV CONCRETE (HEADWALL & WINGWALL)

THE UNIT PRICE CONSTITUTES FULL COMPENSATION FOR ALL LABOR AND

MATERIALS NECESSARY TO FURNISH AND INSTALL THE HEADWALLS AND

WINGWALLS, INCLUDING SHEETING AND/OR SHORING, DEWATERING, SUBSOIL

EXCAVATION, FILTER FABRIC, GROUT OR FLOWABLE BACKFILL BETWEEN THE

NEW AND EXISTING CULVERTS, FURNISHING, PLACING AND COMPACTING SELECT

BEDDING MATERIAL, COARSE AGGREGATE, AND FURNISHING SELECT MATERIAL

FOR BACKFILL.

410-70-0805: PRECAST CONCRETE BOX CULVERT

THE UNIT PRICE CONSTITUTES FULL COMPENSATION FOR ALL LABOR AND

MATERIALS NECESSARY TO FURNISH AND INSTALL PRECAST REINFORCED

CONCRETE BOX CULVERT, INCLUDING CONCRETE, REINFORCING STEEL,

SHEETING AND/OR SHORING AND ALL OTHER MEASURES REQUIRED TO LIMIT

THE SIZE OF THE WORK ZONE AND PROVIDE A SAFE WORKING ENVIRONMENT,

DEWATERING, FILTER FABRIC, GROUT, JOINT FILLER, FURNISHING PLACING AND

COMPACTING SELECT BEDDING MATERIAL, AND FURNISHING SELECT MATERIAL

FOR BACKFILL WHEN SUITABLE MATERIAL IS NOT AVAILABLE ON SITE. ALL

EARTHWORK OPERATIONS AND MATERIALS NEEDED TO CONSTRUCT BOX

CULVERT, FILL EXISTING DITCH, AND CONSTRUCT SWALE SHALL BE INCLUDED IN

THE UNIT COST OF THE BOX CULVERT. ALL COORDINATION EFFORTS NEEDED

TO LOCATE, PROTECT OR ADJUST UTILITIES SHALL BE INCLUDED IN THE COST

OF THE BOX CULVERT.

415-1-1: REINFORCING STEEL - ROADWAY

THE UNIT PRICE ALSO INCLUDES ALL COSTS FOR FURNISHING AND INSTALLING

REBAR ACROSS DRAINAGE BOX WEIR OPENINGS.

425-2-41, 71, 72: MANHOLES AND JUNCTION BOXES

UNLESS OTHERWISE NOTED IN THE PLANS, THE UNIT PRICES ALSO INCLUDE ALL

COSTS FOR FURNISHING AND INSTALLING TWO-PIECE COVERS AND FRAMES

WITH 3'-0” OPENINGS WHEN THE DEPTH OF THE STRUCTURE EXCEEDS 5'-0”.

430-175-118, 124, 136: PIPE CULVERT, CONCRETE (CLASS III) ROUND

THE UNIT PRICES ALSO INCLUDE PAYMENT FOR SHEETING AND/OR SHORING,

DEWATERING, FILTER FABRIC, FURNISHING, PLACING AND COMPACTING SELECT

BEDDING MATERIAL, AND FURNISHING SELECT MATERIAL FOR BACKFILL WHEN

SUITABLE MATERIAL IS NOT AVAILABLE ON SITE.

430-834-1 (24"), -2 (36"): CONCRETE COLLARS & JACKETS

THE UNIT PRICES CONSTITUTE FULL COMPENSATION FOR ALL LABOR AND

MATERIALS REQUIRED TO INSTALL CONCRETE COLLARS FOR JOINING MAINLINE

PIPES AND STUB PIPES, AND FOR INSTALLING CONCRETE JACKETS FOR

CONNECTING DISSIMILAR TYPES OF PIPE AND FOR CONNECTING CONCRETE

PIPES WITH DISSIMILAR JOINTS.

524-1-29: CONCRETE DITCH PAVING, 4" REINFORCED

THE UNIT PRICE WILL INCLUDE PAYMENT FOR ALL LABOR AND MATERIALS

NECESSARY TO FURNISH AND INSTALL THE CONCRETE DITCH PAVEMENT,

INCLUDING BUT NOT LIMITED TO DEWATERING, FILTER FABRIC, FURNISHING,

PLACING AND COMPACTING SELECT BEDDING MATERIAL AND COARSE

AGGREGATE AND REINFORCING WHEN REQUIRED.

530-3-4: RIPRAP RUBBLE DITCH LINING (PARTIALLY GROUTED)

THE UNIT PRICE WILL INCLUDE PAYMENT FOR ALL LABOR AND MATERIALS

NECESSARY TO FURNISH AND INSTALL THE RIPRAP RUBBLE, INCLUDING BUT NOT

LIMITED TO EXCAVATION, DEWATERING, FILTER FABRIC, AND FURNISHING AND

PLACING THE RIPRAP RUBBLE AND GROUT AS DIRECTED IN PLANS.

550-10-222: FENCING, TYPE B

THE UNIT PRICES CONSTITUTE FULL COMPENSATION FOR FURNISHING AND

ERECTING METAL CHAIN LINK FENCE WITH BLACK TYPE IV M181 CLASS A VINYL

COATED FABRIC, INCLUDING ALL POSTS, RAILS, TRUSS RODS, TOP RAILS AND/OR

TENSION WIRES AS INDICATED ON THE PLANS, TIE WIRES, STRETCHER BARS,

MISCELLANEOUS FITTINGS, ANCHOR PLATES, ANCHORS, NUTS AND WASHERS,

AND OTHER HARDWARE VINYL COATED OR PAINTED TO MATCH THE COLOR OF

THE FABRIC.

570-1-2: PERFORMANCE TURF, SOD

THE UNIT PRICES CONSTITUTE FULL COMPENSATION FOR ALL LABOR,

MATERIALS, AND INCIDENTALS REQUIRED FOR ESTABLISHING A STAND OF

GRASS BY SODDING IN ACCORDANCE WITH SECTION 570 OF THE STANDARD

SPECIFICATIONS, INCLUDING FURNISHING AND PLACING SOD, PEGGING WHEN

SPECIFIED IN THE PLANS, LAPPING AND PINNING WHEN SLOPE IS 2:1 OR

GREATER, AND FURNISHING AND APPLYING FERTILIZER AND WATER. NO MESH

BACKING SHALL BE USED IN AREAS OF PEDESTRIAN TRAFFIC. THE UNIT PRICES

ALSO INCLUDE AND MAINTENANCE, INCLUDING LITTER REMOVAL AND MOWING

UNTIL FINAL ACCEPTANCE. SOD GRASS TYPE TO MATCH EXISTING ADJACENT

GRASS TYPE.

571-1-13: PLASTIC EROSION MAT, TURF REINFORCEMENT MAT, TYPE 3

THE UNIT PRICES CONSTITUTE FULL COMPENSATION FOR ALL LABOR,

MATERIALS, AND INCIDENTALS REQUIRED FOR INSTALLING TURF

REINFORCEMENT MAT IN ACCORDANCE WITH SECTION 571 OF THE STANDARD

SPECIFICATIONS, INCLUDING ESTABLISHING VEGETATION THROUGH FURNISHING

AND PLACING SOD, SEED OR HYDROSEED IN ACCORDANCE WITH MANUFACTURER

RECOMMENDATIONS. THE UNIT PRICES ALSO INCLUDE AND MAINTENANCE,

INCLUDING LITTER REMOVAL AND MOWING UNTIL FINAL ACCEPTANCE.

U s e r m a t t

S P r o j e c t s C o r m w a t e r B r o o k w o o d

D r i v e d w g d e s i g n N

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P B

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T

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JOB No.

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DESIGNED

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QC

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CHANNEL BEND TYPICAL SECTION - STA 1+20.00 TO STA 1+66.92

NTS

8'

SOD

EXIST.

GROUND

8'x5' CBC

EXIST. EASEMENT

25'

BL CONST. DITCH

MAHAN ROADSIDE TYPICAL SECTION - STA 0+12.89 TO STA 1+20.00

NTS

* 1.5H:1V

SEED/TURF

REINFORCEMENT***

F D O T R

/W

EXIST. 25' EASEMENT

PROP. 14'

PDE

5H:1V

PROP. TCE

MATCH EXIST. GRADE

INSTALL TURF REINFORCEMENT

AT EXISTING GRADE TO EL. 139

*: 1.5H:1V - STA 0+12.89 TO 0+50.00

- STA 1+00.00 TO 1+20.00

2H:1V - STA 0+50.00 TO 1+00.00

5'**

**: TRANSITION BW FROM 5' TO 8'

STA 1+00.00 TO 1+20.00

BROOKWOOD ROADSIDE TYPICAL SECTION - STA 1+66.92 TO STA 3+52.48

NTS

EXIST. R/W

8'

SOD

20-34%

EXIST.

GROUND

VARIES

8'x5' CBC

18" C&G

-2%

PROP. PDE

VARIES

BL CONST.

DITCH

BROOKWOOD DR.

5H:1V

VARIES

2H:1V MAX

VARIES

2H:1V MAX

1.5'

PROP. 10'

PDE

PROP. TCE

VARIES

5H:1V5H:1V 1.5'

BL CONST. DITCH

VARIES

PRIVATE PARCEL

8" (MIN COVER)

VARIES

****2H:1V MAX

***: INSTALL TURF REINFORCEMENT ON

PROPOSED AND EXISTING SLOPES

TO ELEV. 139

BL CONST. BOX

8"

VARIES

BL CONST.

BOX

VARIES

****: TRANSITION FROM 2H:1V TO 1.5H:1V

- STA 2+00 TO 2+20

TRANSITION FROM 1.5H:1V TO 2H:1V

- STA 2+20 TO 2+40

INSTALL TURF REINFORCEMENT ON PROPOSED SLOPES STEEPER THAN 2:1

- STA 2+00 TO 2+40

PROP. TCE 5'

PROP. TCE 5'

4.0'

U s e r m a t t

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2' MIN.

NOTES:

THE TREE PROTECTION BARRICADE IS TO PREVENT

DISTURBANCE OF THE CRITICAL PROTECTION ZONE

(CPZ). THE C.P.Z. IS THE AREA SURROUNDING A TREE

WITH A CIRCLE DESCRIBED BY A RADIUS OF ONE FOOT

FOR EACH INCH OF THE TREE'S DIAMETER AT BREAST

HEIGHT. THE AREA WITHIN BARRICADE IS NOT TO BE

USED FOR STORAGE OF MATERIAL OR EQUIPMENT.

4'

CRITICAL PROTECTION ZONE

(AS DEFINED BELOW)

ORANGE BARRICADE FENCE

WOOD OR METAL POSTS

TREE PROTECTION BARRICADE

N.T.S.

PAVED AREAS NON PAVED AREAS

CL

PRECAST CONCRETE BOX CULVERT INSTALLATION

N.T.S.

SAW CUT EXIST. ASPHALT. SEE NOTE 9

MATCH EXISTING GRADE.

EXISTING GRADE EXISTING GRADE

SLOPE TRENCH TO PROVIDE SAFE WORKING

CONDITIONS IN ACCORDANCE WITH APPLICABLE

CODES, LAWS, AND ORDINANCES (TYP.) SEE NOTE 9.

BEDDING ZONE: SELECT MATERIAL DEFINED

BY NOTE 1 COMPACTED TO A MINIMUM OF

95% STANDARD PROCTOR PRIOR TO INSTALLATION

CONCRETE BOX CULVERT

SEE NOTE 2 AND 3, SECTION 125 OF THE

STANDARD SPECIFICATIONS, AND STANDARD PLAN 120-001

FOR COMPACTION AND MATERIAL REQUIREMENTS

2' 2'

NOTES:

1. MATERIAL WITHIN THE BEDDING ZONE SHALL BE SELECT WITH NOT MORE THAN 15% FINES PASSING THE NO. 200 U.S. STANDARD SIEVE, IN

ACCORDANCE WITH STANDARD PLAN 120-001, OR OTHER GRANULAR MATERIAL APPROVED BY THE ENGINEER. COST FOR THIS MATERIAL SHALL BE

INCLUDED IN THE CONTRACT UNIT PRICES ASSOCIATED WITH THIS WORK.

2. SELECT MATERIAL MEETING AASHTO CLASSIFICATION OF A-1 SAND, A-3, A-2-4, OR A-4 MAY BE USED AS BACKFILL ABOVE THE BEDDING ZONE.

3. PLASTIC MATERIAL AS DEFINED BY ISTANDARD PLAN 120-001 MAY BE USED FOR BACKFILL ABOVE THE BEDDING ZONE . HIGH PLASTIC AND/OR MUCK

MATERIAL WILL NOT BE ALLOWED AS BACKFILL.

4. TRENCHES ARE TO BE EXCAVATED IN ACCORDANCE WITH SUBARTICLE 125-4.4 OF THE STANDARD SPECIFICATIONS.

5. IF THE TRENCH IS OVEREXCAVATED, BACKFILL AND RECOMPACT TO MATCH SURROUNDING DENSITY, THEN PLACE SELECT BEDDING MATERIAL AS

SHOWN ABOVE.

6. CULVERTS ARE TO BE INSTALLED IN DRY TRENCHES TO THE EXTENT PRACTICABLE. OPEN TRENCH PUMPING FOR DEWATERING SHALL NOT BE ALLOWED

WITHOUT PRIOR APPROVAL OF THE ENGINEER.

7. UNDER WET CONDITIONS, COARSE AGGREGATE MAY BE USED BELOW THE ELEVATION AT WHICH MECHANICAL TAMPERS WOULD BE EFFECTIVE. COARSE

AGGREGATE MUST MEET THE SIZE REQUIREMENTS SPECIFIED IN SUBARTICLE 125-8.3.4 OF THE STANDARD SPECIFICATIONS AND BE FULLY WRAPPED

WITH A LAYER OF TYPE D-4 FILTER FABRIC. DO NOT PLACE COARSE AGGREGATE WITHIN 4 FEET OF THE ENDS OF THE TRENCH. USE NORMALLY

ACCEPTED BACKFILL AT THE ENDS.

8. BACKFILL SHALL BE PLACED IN LIFTS THIN ENOUGH TO ALLOW COMPACTION TO BE ACHIEVED. LIFTS IN EXCESS OF TWELVE INCHES, MEASURED LOOSE, SHALL NOT BE ALLOWED.

9. LIMIT SLOPE CUT IN ROADWAY TO SAFELY MAINTAIN DRIVEWAY ACCESS AND LIMIT IMPACTS TO SANITARY SEWER, WATER, AND OTHER UTILITIES.

PROVIDE TRAFFIC BARRIERS AT DROP OFF LOCATIONS WHERE NEEDED.

BASE

SUBGRADE

4" CONCRETE W/

WELDED WIRE MESH

CONCRETE FLUME DETAIL

N.T.S.

GEOTEXTILE FABRIC

ENVELOPE AROUND

CRUSHED ROCK

INSTALL 14"X1

4" GALV. WIRE

MESH AND TIE OVER END

CRUSHED ROCK 12"

WIDE (MIN. ROCK SIZE

2")

REINFORCED CONCRETE DITCH PAVEMENT

N.T.S

8"

6" MIN.

6"x6"-W9.2xW9.2

WWF

LENGTH

(SEE TABLE)

WEEP HOLE LENGTH

AND CRUSHED ROCK QUANTITIES

SIDE

SLOPE

CRUSHED

ROCK

2H:1V

3H:1V

4H:1V

1.14 CU.FT.

1.20 CU.FT.

1.29 CU.FT.

LENGTH

2.25 FT

2.75 FT

3.25 FT

SECTION

4" DIA. SCH. 40 PVC WEEP

HOLE ON BOTH SIDES OF

DITCH @ 10' C. TO C.

RAKE FINISH

BOTTOM AND

SIDES

QUANTITIES LISTED ARE FOR INFORMATION ONLY.

SUBSOIL EXCAVATION

BELOW BOTTOM SLAB

OF CONCRETE BOX CULVERT

NO. 57

STONE

2' MIN.

GEOTEXTILE FABRIC

4.5'

(APPROX.)

6" 12"

8"

" 3" R

3/ 4" R

18" CURB & GUTTER

N.T.S.

2" R

10"

3'-0"

18" CURB & GUTTER

TRANSITION WIDTH OF GUTTER

MAINTAIN HORIZONTAL ALIGNMENT OF

LIP OF CURB (EDGE OF PAVEMENT)

CURB & GUTTER TRANSITION

BACK OF CURB

N.T.S.

24" CURB & GUTTER

RIP-RAP DETAIL

NTS

NOTES:

1. RIP-RAP DEPTH SHALL BE 1.5 FEET AT ALL LOCATIONS.

2. D50 = 8"

3. SG = 1.9

4. INCLUDE GEOTEXTILE FABRIC.

5. INSTALL TOP OF RIP-RAP FLUSH WITH FL OF CHANNEL.

6. PARTIALLY GROUT RIP-RAP IN PLACE DUE TO HIGH GROUND WATER.

7. USE GROUT MIX OF UNIFORM GRADATION WITH AGGREGATES 0.25" OR

SMALLER.

8. APPLY GROUT WITH 2" DIAMETER HOSE WITH SIMILAR SIZED NOZZLE AND

PUMPING RATE OF APPROX. 10 GAL/MIN.

9. GROUT SHOULD MEET 7" SLUMP ON A STANDARD AMERICAN SLUMP TEST

(ASTM C143).

10. APPLY GROUT TO POINT OF CONTACT BETWEEN STONES (GROUT WILL

PENETRATE APPTOX. 1/3 OF VOIDS AT THE BOTTOM RIPRAP LAYER AND 1/2

OF THE VOIDS AT THE TOP WITH GROUT.

VARIES

INSTALL TRM

TO ELEV 139.0

VARIES

INSTALL TRM TO

ELEV 139.0

8'-0"

5'-0"

1.5H:1V

TRM

20'-0"

VARIES (5'-0" TO 8'-0")

1'-6"

1'-0" MIN.

PARTIALLY GROUTED

RUBBLE RIPRAP

DITCH LINING

BEDDING STONE

A A

B B A-A

4" CONCRETE W/

WELDED WIRE MESH

B-B

R4' R4'

6"

6"

VARIES

6'

6" 6"6'

6"

2h:1v TO EL. 137.5

1:

.1 8%

1:

STANDARD SLOT

TRAVERSABLE

SLOT

CONST. DITCH

PAVEMENT TO

1.5 FT DEPTH

swale slope swale slope

1:

*T Y P

1:

T Y P

R4'

TRANSITION BACK SLOPE TO TYP (1:5)

1:

NOTES:

1. *TRANSITION BACK SLOPE FROM 1:2 TO

TYPICAL 1:5. CONST. DITCH PAVEMENT ON

BACK SLOPE STEEPER THAN 1:3 THROUGH

TRANSITION.

2. SEE S-3 DRAINAGE STRUCTURE CROSS

SECTION FOR ADDITIONAL DETAIL.

3. SEE PROFILE FOR SWALE FL ELEVATION

AND SLOPE.

5'-0"

5'-0"

18"

18"

18" 18"

U s e r m a t t

S P r o j e c t s C o r m w a t e r B r o o k w o o d

D r i v e d w g d e s i g n N

O T

P

I C

A L S d

A

M

EN

GI

NE

ER

O F

RE

CO

RD

E u t a w

I n c

-1 F le is ch m an n

R oa d T al la ha ss ee , F lo rid a

(8

3-

F

P B

E R

E G

IS

T

R Y

JOB No.

DRAWN

DESIGNED

CHECKED

QC

SHEET

PR

OJ

EC

T

SH

EE

T

R E

V I S

I O N

S

OR

IG

IN

AL

1 2 3 4 5

FL

P

.E . N o.

Si gn atu re

Da te

B R

O O

K W

O O

D

D

R I V

E

D R

A I N

A G

E

I M

P R

O V

E M

E N

T S

E U

T A W

I N

C

E N

G I N

E E

R I N

G

U

T I L

I T I E

S

T R

A N

S P

O R

T A T I O

N

A N

D

W

A T E

R

F L E

IS

C H M A N N R

D S U

IT

E

T A L L A H A S S E E F L

P H O N E

-0

W W

W .E

U T A W

IN

C .C

O M

F B P E R

E G

IS

T R Y

MWH

MWH

MRH

MWH

M A

T T

H E

W

W

H

U R

D

T Y P

IC

A L D

E T A

IL

3+83

0+

1+

2+00 3+00

BEGIN BL-CONST. DITCH

STA: 0+00.00

N: 527072.6690 E: 2044405.1999

END BL-CONST. DITCH

STA: 3+83.00

N: 527298.3994 E: 2044266.4210

PI: 1+66.92

PI: 2+47.92

PI: 0

+26

.32

PI: 1+40.92

10+00 11+00

12+00 12+94

BEGIN BL-CONST. E/P

STA: 10+00.00

N: 527002.0330 E: 2044201.6304

END BL-CONST. E/P

EP: 12+93.99

N: 527292.1274 E: 2044248.0118

P I:

.9

P I:

0+

.6

P I:

.5

P I:

.9

P I:

1+

.2

P I:

1+

.0

P I:

1+

.4

P I:

.9

P I:

.8

N09° 35' 24.67"E

13.95 N13° 08' 48.15"E

23.67

N02° 57' 28.18"E 20.55

N07° 37' 08.90"E 25.42

N10° 09' 25.18"E 6.81

N10° 14' 42.47"E 11.80

N09° 57' 13.95"E 66.82

N09° 48' 14.64"E 50.91

N08° 37' 05.46"E 25.88

N38° 15' 16.75"W 26.00

N02° 02' 13.53"E 81.00

N06° 08' 17.71"E 135.08

S75° 14' 10.74"W 26.32

S88° 22' 54.66"W 114.60

BROOKWOOD

DRIVE

M A H A N D

R

IV

E

GRAPHIC SCALE

(in feet)

20 4010

SITE BENCHMARK

SET NAIL AND DISC CAP IN SIDEWALK

CITY OF TALLAHASSEE SURVEY POINT

(ELEV 142.21 - NAVD 88)

N10° 06' 14.29"E 122.79

N10° 38' 31.01"E 68.32

N44° 30' 07.42"W 48.38

BEGIN BL-CONST. BOX

BP: 20+00.00

=BL-CONST. DITCH STA: 1+40.92

PI: 20+48.38

PI: 21+16.70

END BL-CONST. BOX

EP: 22+39.49

N: 527285.2619 E: 2044265.4424

N08° 10' 08.89"E 48.16

EN

GI

NE

ER

O F

RE

CO

RD

E u t a w

I n c

-1 F le is ch m an n

R oa d T al la ha ss ee , F lo rid a

(8

3-

F

P B

E R

E G

IS

T

R Y

JOB No.

DRAWN

DESIGNED

CHECKED

QC

SHEET

PR

OJ

EC

T

SH

EE

T

R E

V I S

I O N

S

OR

IG

IN

AL

1 2 3 4 5

FL

P

.E . N o.

Si gn atu re

Da te

B R

O O

K W

O O

D

D

R I V

E

D R

A I N

A G

E

M P

R O

V E

M E

N T

S

E U

T A W

I N

C

E N

G I N

E E

R I N

G

U

T I L

I T I E

S

T R

A N

S P

O R

T A T I O

N

A N

D

W

A T E

R

F L E

IS

C H M A N N R

D S U

IT

E

T A L L A H A S S E E F L

P H O N E

-0

W W

W .E

U T A W

IN

C .C

O M

F B P E R

E G

IS

T R Y

MWH

MWH

MRH

MWH

M A

T T

H E

W

W

H

U R

D

P R O J E C T L

A Y O U T

AutoCAD SHX Text

LOT 2 BLOCK "C" 1500 MAHAN DR.

AutoCAD SHX Text

O.R.2305, PG.1073

AutoCAD SHX Text

O.R.2834, PG.1875

AutoCAD SHX Text

O.R.5325, PG.1748

AutoCAD SHX Text C.O.T.

AutoCAD SHX Text R/W

AutoCAD SHX Text R/W

AutoCAD SHX Text R/W

AutoCAD SHX Text R/W

AutoCAD SHX Text R/W

AutoCAD SHX Text R/W

AutoCAD SHX Text

LOT 4 BLOCK "A" 836 BROOKWOOD DR.

AutoCAD SHX Text

LOT 4 BLOCK "C" 837 BROOKWOOD DR.

AutoCAD SHX Text

LOT 2 BLOCK "A" O.R.1181, PG.1191 824 BROOKWOOD DR.

AutoCAD SHX Text R/W

AutoCAD SHX Text R/W

AutoCAD SHX Text

BROOKWOOD P.B.2, PG.92 LOT 1 BLOCK "A" 824 BROOKWOOD DR.

AutoCAD SHX Text

BROOKWOOD P.B.2, PG.92 LOT 1 BLOCK "C" 1500 MAHAN DR.

AutoCAD SHX Text

BROOKWOOD P.B.2, PG.92 LOT 3 BLOCK "A" O.R.774, PG.391 832 BROOKWOOD DR.

AutoCAD SHX Text

BROOKWOOD P.B.2, PG.92 LOT 3 BLOCK "C" O.R.1999, PG.2325 833 BROOKWOOD DR.

10+00

11+00

12+00

12+94

GRAPHIC SCALE

(in feet)

S-1

S-2

S-3

142143

141142

S-4

BEGIN BL-CONST. E/P

BEGIN CURB & GUTTER CONSTRUCTION

MATCH EXIST.

STA: 10+00.00

N: 527002.0330 E: 2044201.6304

END: 12+93.99

END 18" CURB & GUTTER

TIE TO EXIST. CURB & GUTTER

P I:

.9

P I:

.6

P I:

.5

P I:

.9

P I:

1+

.2

P I:

1+

.0

P I:

1+

.4

PI: 12+19.94

PI: 12+45.83

CONST. 257 LF

18" CURB & GUTTER

REMOVE EXISTING

CURB & GUTTER TO FIRST JOINT

CONST. CONC. FLUME FROM

E/P TO S-3

STA 12+70.30

BEGIN 18" CURB & GUTTER

END CONC. FLUME

BL-CONST - E/P STA 12+56.30

END 18" CURB & GUTTER

BEGIN CONC. FLUME

3 FT GUTTER TRANSITION

(SEE DETAIL)

RELOCATE SIGN

BEHIND CURB RESET SIGN

RESET SIGN

CONST. 25 LF

18" CURB & GUTTER

RETAIN LANDSCAPE ROCK. RESET

BEHIND PROPOSED CURB AFTER

GRADING SITE.

COORDINATE LANDSCAPING WITH

BROOKWOOD NEIGHBORHOOD

ASSOCIATION.

RETAIN SIGN & RESET AFTER

GRADING SITE. (MAINTAIN 4 FT

SEPARATION TO FACE OF CURB)

CONST. CONC. FLUME

10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 12+94

-8.09%

-9.04%

-7.06%

-7.99%

-3.55% -3.02%

-1.52% -1.12% -0.68% -0.65%

-7.51%

-5.85% -5.81% -3.72%

1.55% 0.49% 2.44%

.9

8.

.4

.0

.4

1.

.8

.7

.0

8.

8.

.9

.8

.7

.8

8.

.9

8.

.4

.0

.4

1.

.8

.7

.0

8.

8.

.9

.8

.6

.8

PVI = 10+00.00

ELEV = 149.92

P V I

.0

E L E V

8.

P V I

.0

E L E

.4

P V I

.0

E L E

.0

P V I

.0

E L E

.4

P V I

.0

E L E

.0

P V I

.0

E L E

P V I

.0

E L E

P V I

.0

E L E

.9

P V I

.0

E L E

.8

P V I

.1

E L E

.6

P V I

.0

E L E

1.

P V I

.0

E L E

.8

P V I

.9

E L E

.0

P V I

.0

E L E

.7

9 PVI = 12+90.13

ELEV = 138.07

P V I

.7

E L E

.7

P V I

.1

E L E

.9

EXIST. GROUND @

BL-CONST E/P

PROPOSED

E/P GRADE

STA. 12+56.30

END C&G.

BEGIN CONC. FLUME

STA. 12+70.30

END CONC. FLUME

BEGIN 18" C&G

SCALE

HORIZ: 1"=20'

VERT: 1"=5'

STA. 12+93.99

END 18" C&G

TIE TO EXIST. C&G

U s e r m a t t

S P r o j e c t s C o r m w a t e r B r o o k w o o d

D r i v e d w g d e s i g n B a s e d

A

M

EN

GI

NE

ER

O F

RE

CO

RD

E u t a w

I n c

-1 F le is ch m an n

R oa d T al la ha ss ee , F lo rid a

(8

3-

F

P B

E R

E G

IS

T

R Y

JOB No.

DRAWN

DESIGNED

CHECKED

QC

SHEET

PR

OJ

EC

T

SH

EE

T

R E

V I S

I O N

S

OR

IG

IN

AL

1 2 3 4 5

FL

P

.E . N o.

Si gn atu re

Da te

B R

O O

K W

O O

D

D

R I V

E

D R

A I N

A G

E

I M

P R

O V

E M

E N

T S

E U

T A W

I N

C

E N

G I N

E E

R I N

G

U

T I L

I T I E

S

T R

A N

S P

O R

T A T I O

N

A N

D

W

A T E

R

F L E

IS

C H M A N N R

D S U

IT

E

T A L L A H A S S E E F L

P H O N E

-0

W W

W .E

U T A W

IN

C .C

O M

F B P E R

E G

IS

T R Y

MWH

MWH

MRH

MWH

M A

T T

H E

W

W

H

U R

D

P L A N

P R O F

IL

E C U R B

G U T T E R

GRAPHIC SCALE

(in feet)

10 205

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

TPED

AutoCAD SHX Text

TP

AutoCAD SHX Text

TC

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text C&G

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

WOODEN RETAINING WALL

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text

SSCO TOP ELEV.=140.15

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

LSP

AutoCAD SHX Text

LSB

AutoCAD SHX Text

LSP

AutoCAD SHX Text

WV

AutoCAD SHX Text

NORTH

MAHAN DRI

VE

EXIS

T. S/

W

PARCEL ID# 1132202530000

0+00

1+00EXIST. 25'

ESMNT.

5H:1V

5H:1V

GRAPHIC SCALE

(in feet)

10 205

S-1

E X

IS

T

E S M N T

20+00

BL-CONST. DITCH

BL-CONST. BOX

138139

E X

IS

T R

/W

BEGIN CURB & GUTTER.

MATCH EXISTING

STA 00+12.89

BEGIN REINFORCED TURF

CHANNEL CONSTRUCTION

CONNECT TO EXIST. HEADWALL

EXIST. 54" RCP & HEADWALL

TO REMAIN CONST. 18 LF

OF 36" RCP.

FDOT

R/W

LIMITS OF CONSTRUCTION

LIMITS OF

CONSTRUCTION

E X

IS

T

E S M N T

INSTALL SEED/TURF

REINFORCEMENT

INSTALL 17.2 SY

RIPRAP RUBBLE

STA. 1+20.00

END CHANNEL CONSTRUCTION

CONST. CONC. ENDWALL

BEGIN 8'x5' CBC.

BEGIN 8' BW SOD SWALE.

EXIST. 36" CMP

TO REMAIN

PDE

TCE

TCE

BL-CONST DITCH.

B L -C

O N S T .-B

O X

5' 8'

CONST. 34 FT OF

TYPE B FENCE &

12 FT ACCESS GATE

REMOVE 126 FT

OF EXIST. FENCE

A D J U S T C

O T

W A T E R V

A L V E

V

O V E R H E A D

E L E C T R

IC

1+20.54

16.90 RT

1+54.