RFC_CR_399_Culvert_Plans_updated_9.26.24.pdf

PDF 20 MB Posted Oct 8, 2024

Attached to: GRIFFIN ROAD EAST LANDSCAPE IMPROVEMENTS
Solicitation number: 25-006
Issued by: Santa Rosa County, Florida

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Written by GovTribe AI · Jun 27, 2025

These construction plans detail the County Road 399/East Bay Boulevard Culvert Replacement project for Santa Rosa County, Florida, prepared by Volkert Engineering. The project involves replacing four culverts (CD-1, CD-4, CD-7, and CD-9) along East Bay Boulevard, with a total project length of 405 linear feet. The culverts are located between US 98 and Koppel Drive, with specific stations ranging from 125+72.05 to 126+72.05, 203+29.76 to 204+34.84, 229+30.94 to 230+30.94, and 243+38.55 to 244+38.55. The project is part of a FEMA contract (No. 21.006-VOL-004-TO#16) and includes full roadway reconstruction, drainage improvements, and utility protection.

The construction plans provide comprehensive details including typical road sections, temporary traffic control strategies, erosion and sediment control measures, and specific technical specifications for culvert replacement. The project involves removing existing culverts, installing new reinforced concrete pipe (RCP) culverts with headwalls, and reconstructing approximately 405 linear feet of roadway with 6" graded aggregate base and 2" asphaltic concrete surface. The plans indicate minimal wetland impacts totaling approximately 1,263 square feet across the four culvert locations. The project includes provisions for utility protection, with existing water lines, gas lines, and other utilities to remain in place during construction.

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GRIFFIN_ROAD_EAST_LANDSCAPE_IMPROVEMENTS_(Addendum_#1_Revision).pdf	PDF	Mar 14, 2025
DRAFT_Construction_Agreement_.docx	DOCX document	Feb 13, 2025
FDOT_Spec_580.pdf	PDF	Jan 14, 2025
SR_818_GRIFFIN_RD_EAST_LANDSCAPE_PLAN.pdf	PDF	Jan 14, 2025
FDOT_Std_Plan_580-001.pdf	PDF	Jan 14, 2025
PAYMENT_BOND.pdf	PDF	Nov 26, 2024
PERFORMANCE_BOND.pdf	PDF	Nov 26, 2024
draft_contract.pdf	PDF	Oct 10, 2024
East_Bay_Blvd._Drainage_Phase_II.pdf	PDF	Oct 10, 2024

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PLANS PREPARED BY:

CONSTRUCTION PLANS FOR

SANTA ROSA COUNTY CR 399/EAST BAY BLVD CULVERT REPLACEMENT

VOLKERT PROJECT NO. 1195300

CR 399/EAST BAY BLVLD FROM US 98 TO KOPPEL DRIVE

CULVERT CD-1- STA. 125+72.05 - 126+72.05

PROJECT LENGTH= 100.00 LF

CULVERT CD-4- STA. 203+29.76 - 204+34.84

PROJECT LENGTH= 105.08 LF

CULVERT CD-7- STA. 229+30.94 - 230+30.94

PROJECT LENGTH= 100.00 LF

CULVERT CD-9- STA. 243+38.55 - 244+38.55

PROJECT LENGTH= 100.00 LF

OVERALL PROJECT LENGTH- 405 LF

14-16 17-21 22-23

KEY SHEET

GENERAL NOTES

SUMMARY OF QUANTITIES

TYPICAL SECTIONS

PROJECT LOCATION MAP

EXISTING/DEMOLITION PLAN VIEW - CD-1

PROPOSED CULVERT PLAN VIEW - CD-1

EXISTING/DEMOLITION PLAN VIEW - CD-4

PROPOSED CULVERT PLAN VIEW - CD-4

EXISTING/DEMOLITION PLAN VIEW - CD-7

PROPOSED CULVERT PLAN VIEW - CD-7

EXISTING/DEMOLITION PLAN VIEW - CD-9

PROPOSED CULVERT PLAN VIEW - CD-9

CONSTRUCTION DETAIL SHEETS

TEMPORARY TRAFFIC CONTROL SHEETS

SWPP PLAN SHEETS

SHEET NO. SHEET DESCRIPTION

UTILITY WARNING NOTE: THE LOCATION SHOWN FOR EXISTING ABOVE GROUND

AND UNDERGROUD UTILITES IS APPROXIMATE ONLY. THE CONTRACTOR SHALL

ALL UTILITY OWNERS 48 HOURS PRIOR TO ANY CONSTRUCTION TO HAVE LINES

MARKED AND TO DETERMINE EXACT LOCATIONS.

APPLICABLE STANDARDS AND SPECIFICATIONS:

1- FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2021-2022 DESIGN STANDARDS

eBOOK (DSeB) AND APPLICABLE DESIGN STANDARDS REVISIONS (DSRs) AT THE

FOLLOWING WEBSITE:

HTTPS://WWW.FDOT.GOV/DESIGN/STANDARDPLANS/CURRENT/DEFAULT.SHTM

2- MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION, AND

MAINTENANCE FOR STREETS AND HIGHWAYS, FLORIDA DEPARTMENT OF

TRANSPORTATION, FLORIDA GREEN BOOK (2018)

3- DIVISIONS II AND III, AS AMENDED BY CONTRACT DOCUMENTS, OF THE

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AVAILABLE AT THE

FOLLOWING WEBSITE:

HTTP://WWW.FDOT/GOV/PROGRAMMANAGEMENT/IMPLEMENTED/SPECBOOKS

4- AASHTO, GUIDE FOR PLANNING, DESIGN AND OPERATION OF PEDESTRIAN

FACILITIES (2004)

5- ADA STANDARDS (CURRENT)

6- SANTA ROSA COUNTY STANDARDS (CURRENT)

CR 399/EAST BAY BLVD CD-4

STA 203+89.43

CR 399/EAST BAY BLVD END PROJECT

STA 339+74.49

CR 399/EAST BAY BLVD CD-9

STA 243+89.57

CR 399/EAST BAY BLVD CD-1

STA 126+22.83

CR 399/EAST BAY BLVD CD-7

STA 229+82.92

PREPARED FOR:

SANTA ROSA COUNTY

INDEX OF PLANS

100% PLANS - RELEASED FOR CONSTRUCTION

JOHN STUDSTILL, P.E.

CR 399/EAST BAY BLVD START PROJECT

STA 100+00.00

PROJECT LOCATION

https://goo.gl/maps/ZUWJNEJFnkB4Yt7U6

EXPRESSWAY

TURNPIKE

PENSACOLA FORT WALTON

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SANTA ROSA COUNTY

PROJECT MANAGER

JOHN STUDSTILL, P.E.

SANTA ROSA COUNTY

6051 OLD BAGDAD HIGHWAY, SUITE 300

MILTON, FL 32583

(850)981-7100

FEMA CONTRACT NO. 21.006-VOL-004-TO#16

STATE OF

No 64091

FESSIONAL ENGIN

Mi ke

J. Warnke

FLORIDA

AutoCAD SHX Text

D9 DESIGN

AutoCAD SHX Text J.V.

AutoCAD SHX Text 5/7/85

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

REGISTRATION NO.

AutoCAD SHX Text Engineers Surveyors Planners

AutoCAD SHX Text www.volkert.com

AutoCAD SHX Text

215 FAIRPOINT DR. SUITE B

AutoCAD SHX Text Telephone (251) 342-1070

AutoCAD SHX Text

GULF BREEZE, FL. 32561

1195300

SURVEY

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STORMWATER NOTES

1. ALL EXISTING DRAINAGE STRUCTURES TO REMAIN UNLESS NOTED TO BE REMOVED.

2. FOR ALL PIPES LOCATED UNDER STREETS, BACKFILL SHALL BE IN 6" LIFTS, WITH DENSITY TESTING REQUIRED EVERY 2 VERTICAL FEET UP TO THE BOTTOM OF THE SUBGRADE. DENSITY IS TO

BE A MINIMUM OF 95% PER ASSHTO T180.

3. ALL PIPE JOINTS MUST BE WRAPPED WITH WOVEN FILTER CLOTH. COST FOR FILTER CLOTH SHALL

BE INCLUDED IN THE COST OF THE PIPE.

4. EXISTING PIPE CONNECTIONS TO STRUCTURES MUST INCLUDE CONCRETE COLLARS PER FDOT STANDARD PLANS INDEX 430-001, PG 4. COST FOR CONCRETE COLLAR SHALL BE INCLUDED IN THE

COST OF THE STRUCTURE.

5. CONTRACTOR SHALL PROVIDE S.W.P.P.P. PREPARED BY THE CONTRACTOR OR CONTRACTOR'S AGENT

PRIOR TO MOBILIZATION.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL TEMPORARY EROSION CONTROL MEASURES AS REQUIRED TO ENSURE NO SEDIMENTS ARE TRANSPORTED OFF-SITE VIA STORMWATER RUN-OFF.

7. ALL SIDE SLOPES AND EMBANKMENTS SHALL BE SODDED AND PINNED WITH GRASS WHICH IS

FREE FROM NOXIOUS WEEDS.

8. CONTRACTOR SHALL CLEAN OUT ACCUMULATED SILT IN BASINS, ROADS, AND THE PIPES AND CHANNELS AT THE END OF CONSTRUCTION WHEN ALL DISTURBED AREAS HAVE BEEN STABILIZED.

9. AREAS CONTAINING. BLOCK SOD SHALL BE PINNED.

10. ON ALL CLEARED AREAS WHICH WILL NOT HAVE ACTIVE CONSTRUCTION UNDERTAKEN FOR A

PERIOD OF 90 DAYS OR MORE, A GROUND COVER SHALL BE PLANTED OR OTHER FORMS OF

STABILIZATION UTILIZED WITHIN 10 WORKING DAYS.

11. ALL PROPOSED UTILITY/INGRESS/EGRESS EASEMENTS MUST BE SHOWN ON THE DRAWING AND MUST

HAVE THE ASSOCIATED LEGAL DESCRIPTION WRITTEN.

12. EDGE-OF-PAVEMENT, ROADS (ASPHALT SHADED), CURBS, DRIVEWAY CONNECTIONS, BUILDINGS, PARKING LOTS, RIGHT-OF-WAY, AND STREET NAMES MUST BE SHOWN IN ALL APPLICATIONS. ALL ITEMS

MENTIONED ABOVE MUST BE FIELD LOCATED.

13. PROPERTY BOUNDARY MUST BE CLEARLY LABELED AND DIMENSIONED. CONTRACTOR MAY RELY UPON

THE BOUNDARY INFORMATION PROVIDED IN THE PLANS.

14. INVERTS, GRATES, TOPS, RIMS MUST BE SHOWN FOR ALL STORM WATER DRAINAGE STRUCTURES.

INVERTS (PIPES AND CLEANOUTS) AND RIMS MUST BE SHOWN FOR ALL GRAVITY SEWER MANHOLES.

SLOPES MUST BE SHOWN ON EACH RUN OF PIPE FOR REVIEW AND APPROVAL.

15. ELEVATIONS AND LOCATION OF ANY FLOOD ZONES ALONG THE FLOOD HAZARD BOUNDARIES SHALL BE

DELINEATED, WHEN APPLICABLE.

16. NEARBY WETLANDS AND OTHER ENVIRONMENTALLY SIGNIFICANT RESOURCES SHOULD BE CLEARLY

LABELED. CONTRACTOR MAY RELY UPON DEMARCATION SHOWN IN THE PLANS.

17. STORM WATER MANAGEMENT SYSTEM FEATURES INCLUDING DIMENSIONS OF: WET AND DRY SWALES, WET AND DRY PONDS, CONVEYANCE SYSTEMS, EASEMENTS, ALONG WITH ALL ASSOCIATED M.E.S.

STRUCTURES AND INVERTS, OUTFALL STRUCTURES AND INVERTS, SKIMMERS, DISCHARGE STRUCTURES AND INVERTS AND SLOT ELEVATIONS, TOP OF BANK, SLOPE OF BANK AND BOTTOM OF ALL PONDS, SWALES, CLOSED AND OPEN CONVEYANCES. FOR FEMA LOMR SUBMITTALS ALSO PROVIDE: FINISHED

FLOOR ELEVATIONS, SPOT ELEVATIONS AND/OR CONTOURS SHOWING LOWEST LOT ELEVATIONS.

18. THE ENGINEER OF RECORD SHALL REVIEW AND APPROVE THE AS-BUILT PRIOR TO SUBMISSION TO THE CITY FOR FINAL APPROVAL. WRITTEN APPROVAL BY THE ENGINEER OF RECORD SHALL BE NOTED ON A TRANSMITTAL WITH A STATEMENT OF NO EXCEPTIONS TO MINIMUM STANDARDS PROVIDED HEREIN.

MINIMUM REQUIRED STORM AS-BUILTS

FOLLOWING IS A LIST OF INFORMATION THAT IS TO BE VERIFIED AND SUBMITTED BY THE

CONTRACTOR IN SUPPORT OF THE STORMWATER "AS-BUILT" CERTIFICATION.

AS-BUILT DRAWINGS ARE TO BE BASED ON THE CONSTRUCTION DRAWINGS PERMITTED BY THE FDEP, NWFWMD, OR SANTA ROSA COUNTY AND REVISED AS NECESSARY TO REFLECT ANY CHANGES MADE DURING CONSTRUCTION. BOTH THE ORIGINAL DESIGN AND CONSTRUCTED CONDITION MUST BE CLEARLY SHOWN. THE PLANS NEED TO BE CLEARLY LABELED AS "AS-BUILT" OR "RECORD" DRAWINGS. ALL SURVEYED DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED AND SIGNED, DATED, AND SEALED BY A REGISTERED PROFESSIONAL. THE FOLLOWING INFORMATION, AT A MINIMUM, SHALL BE VERIFIED ON

THE STORMWATER AS-BUILT DRAWINGS, AND SUPPLEMENTAL DOCUMENTS, IF NEEDED:

8. DISCHARGE/INLET STRUCTURE(S) - DIMENSIONS AND ELEVATIONS OF ALL, INCLUDING PIPE INVERTS, GRATE ELEVATIONS, RISER ELEVATIONS, GRAVEL BOTTOM, TOP ELEVATIONS, ORIFICES, GATES, PUMPS AND PIPES.

9. SYSTEM GRADING - DIMENSIONS, ELEVATIONS, CONTOURS, FINAL GRADES OR CROSS-SECTIONS TO

DETERMINE HIGH POINTS / LOW POINTS AND CONTRIBUTING AREAS, FLOW DIRECTIONS, AND

CONVEYANCE OF RUNOFF TO THE SYSTEM DISCHARGE POINT(S).

10. CONVEYANCE - MATERIALS, DIMENSIONS, ELEVATIONS, INVERTS, CONTOURS, FINAL GRADES OR CROSS-SECTIONS OF SYSTEMS UTILIZED TO TRANSPORT ONSITE RUNOFF AND/OR DIVERT OFF-SITE

RUNOFF AROUND OR THROUGH THE NEW SYSTEM.

11. WATER LEVEL(S) - EXISTING WATER ELEVATION(S) AND THE DATE DETERMINE, WHEN APPLICABLE.

12. BENCHMARK(S) - LOCATION AND DESCRIPTION (MINIMUM OF ONE PER MAJOR WATER CONTROL

STRUCTURE).

MINIMUM TECHNICAL STANDARDS CHECKLIST FOR UTILITY AS-BUILTS (SURVEYORS AND MAPPERS MUST MEET THE FOLLOWING MINIMUM STANDARDS OF ACCURACY, COMPLETENESS, AND QUALITY FOR

THE UTILITY AS-BUILTS.)

13. MUST IDENTIFY THE RESPONSIBLE SURVEYOR AND MAPPER.

14. SHALL STATE THE TYPE OF SURVEY IT DEPICTS AND THE PURPOSE OF THE SURVEY.

15. MUST BEAR THE NAME, CERTIFICATE OF AUTHORIZATION NUMBER, AND STREET AND MAILING ADDRESS OF THE BUSINESS ENTITY ISSUING THE AS-BUILT SURVEY, ALONG WITH THE NAME AND

LICENSE NUMBER OF THE SURVEYOR IN RESPONSIBLE CHARGE.

16. MUST REFLECT A SURVEY DATE, WHICH IS THE DATE OF ACQUISITION. WHEN THE GRAPHICS OF THE AS-BUILT SURVEY ARE REVISED, BUT THE SURVEY DATE STAYS THE SAME, THE AS-BUILT

SURVEY MUST LIST DATES FOR ALL REVISIONS.

17. MUST BE SIGNED AND SEALED BY THE SURVEYOR IN RESPONSIBLE CHARGE.

18. A DESIGNATED "NORTH ARROW" AND EITHER A STATED SCALE OR GRAPHIC SCALE SHALL BE

SHOWN.

19. APPROPRIATE LINE TYPES, LINE WEIGHTS, AND LINE WIDTHS SHALL BE USED ON THE AS-BUILT DRAWING TO DIFFERENTIATE EXISTING FROM PROPOSED AND WATER FROM SEWER, RECLAIM, AND STORM. ALL PHYSICAL ITEMS (I.E. PIPES, VALVES, ETC.), SURVEYED BOUNDARIES, AND EASEMENTS

SHOULD BE CLEARLY MARKED, AND DIMENSIONED, AND IDENTIFIED BY SIZE AND MATERIAL.

ROADWAY NOTES:

20. CONTRACTOR SHALL PREPARE THE SUB-GRADE TO LINE AND GRADES REQUIRED FOR FINISHED

ELEVATIONS AS INDICATED ON THESE PLANS. ORGANIC MATERIALS, HARD PANS, AND OTHER

UN-SUITABLE SOILS IN THE SUB GRADE SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF

RECORD. COMPACT THE SUB-GRADE TO A MINIMUM OF 96% WITH AN AVERAGE OF 98% OF THE

MODIFIED PROCTOR AS DETERMINED BY A.S.T.MN D 1557. THE COMPACTED SUN-GRADE SHALL HAVE A

MINIMUM LBR OF 40.

21. SEED, FERTILIZE, AND MULCH OR SOD SHOULDERS AND UN-PAVED AREAS WITHIN THE

RIGHT-OF-WAY. ALL WORK SHALL CONFORM TO THE F.D.O.T. SPECIFICATIONS SECTION 570 AND TO THE

SPECIFICATIONS. WHICHEVER IS MORE STRINGENT.

22. COMPACT THE BASE TO A MIN. OF 98% OF THE MODIFIED PROCTOR AS DETERMINED BY A.S.T.M. D 1557. MATERIAL SHALL MEET THE REQUIREMENTS OF THE F.D.O.T. STANDARD SPECIFICATIONS FOR

THE SELECTED BASE MATERIAL. INSTALLATION SHALL BE IN ACCORDANCE WITH F.D.O.T.

SPECIFICATIONS, SECTION 240.

23. PRIME BASE WITH CUTBACK ASPHALT GRADE RC-70 IN ACCORDANCE WITH F.D.O.T.

SPECIFICATIONS, SECTION 300. PROVIDE DENSITY TESTS FOR THE BASE AT 200-FOOT INTERVALS ALTERNATING FROM CENTERLINE TO CENTERLINE OF RIGHT AND LEFT DRIVING LANES. CERTIFIED

TESTING LABORATORY RESULTS ARE REQUIRED FOR DENSITY TEST OF BASE.

24. ALL ROADWAY AND TRAFFIC MARKINGS/STRIPING SHALL COMPLY WITH THE APPLICABLE SECTIONS

OF THE F.D.O.T. STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION.

25. TEMPORARY TRAFFIC CONTROL THROUGH THE WORK ZONE SHALL BE IN ACCORDANCE WITH THE

F.D.O.T. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

GENERAL NOTES

1. THE CONTRACTORS SHALL NOTIFY THE COUNTY PROJECT MANAGER 48 HOURS PRIOR TO CONSTRUCTION.

2. ALL CONDITIONS AND STIPULATIONS OF THE CONSTRUCTION PERMITS AND THE APPROVALS ISSUED BY THE FDOT AND

THE SANTA ROSA COUNTY ENGINEER SHALL BE COMPLIED WITH IN EVERY DETAIL.

3. ALL ROADS DAMAGED BY CONSTRUCTION OPERATIONS ARE TO BE PATCHED OR RECONSTRUCTED AS DIRECTED BY THE

COUNTY ENGINEER OR DESIGNEE.

4. THE CONTRACTOR SHALL TAKE STEPS NECESSARY TO PREVENT EROSION AND ANY OFF SITE SEDIMENT TRANSPORT RESULTING FROM INCREASED RUNOFF DURING CONSTRUCTION BY PROVIDING SILT FENCE AS REQUIRED BY THE STATE OF FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL, 2013 EDITION, OR AS INDICATED ON THE PLANS. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ASSOCIATED DISTURBED AREAS ARE STABILIZED AS TO REDUCE SEDIMENT RUNOFF, UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR DESIGNEE.

5. ANY NECESSARY PERMITS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. SANTA ROSA COUNTY OR ITS DESIGNEE

WILL ASSIST CONTRACTOR WITH REQUIRED PERMITS.

6. THE CONTRACTOR IS CAUTIONED TO VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE PROJECT PRIOR TO BIDDING

AND/OR CONSTRUCTION.

7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PRESERVE OR RELOCATE ALL BENCHMARKS (VERTICAL CONTROL) AS NEEDED DURING CONSTRUCTION. ALL PUBLIC OR PRIVATE CORNER MONUMENTATION SHALL BE PROTECTED. IF A PUBLIC OR PRIVATE CORNER MONUMENTATION IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR DESIGNEE IMMEDIATELY. ANY SANTA ROSA COUNTY HARN/GPS NETWORK MONUMENTS OR BUREAU OF SURVEY AND MAPPING GPS NETWORK MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A HARN/GPS NETWORK MONUMENTS OR BUREAU OF SURVEY AND MAPPING GPS NETWORK MONUMENTS ARE DISTURBED OR DESTROYED THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF THE MONUMENTS AND HAVE THE MONUMENTS POSITION DETERMINED BY A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER USING GUIDELINES

AS ESTABLISHED BY NATIONAL GEODETIC SURVEY FOR BLUE BOOKING AND APPROVAL.

8. EXISTING DRAINAGE FEATURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED.

9. THE CONTRACTOR SHALL MATCH EXISTING CONDITIONS AT THE BEGINNING AND END OF CONSTRUCTION AS DIRECTED BY

THE COUNTY ENGINEER OR DESIGNEE.

11. EXISTING STREET AND ROAD NAME SIGNS ON THE PROJECT SHALL BE KEPT VISIBLE AT ALL TIMES FOR THE FACILITATION OF ACCESS BY EMERGENCY VEHICLES. ALL OTHER EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION OPERATIONS SHALL BE TAKEN DOWN AND STOCKPILED WITHIN THE R/W LIMITS BY THE CONTRACTOR AS DIRECTED BY THE COUNTY ENGINEER OR DESIGNEE. ANY EXISTING SIGNS THAT ARE TO BE RELOCATED AND ARE DAMAGED BEYOND USE BY THE

CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

12. ONLY ACCESS TO THE ROAD R/W AS SHOWN IS GUARANTEED BY THE COUNTY. PRIVATE R/W REQUIRED BY THE CONTRACTOR TO FACILITATE CONSTRUCTION SHALL BE ACQUIRED BY THE CONTRACTOR WITH NO ADDITIONAL COMPENSATION

OR ASSISTANCE FROM THE COUNTY.

13. IN THE EVENT THAT SURVEY MONUMENTATION OR REFERENCE POINTS ARE MISSING OR HAVE BEEN DESTROYED, PLEASE

CONTACT THE SANTA ROSA COUNTY SURVEYING DEPARTMENT.

14. VEGETATION ON R/W AND EASEMENTS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE NOTED ON THE PLAN SHEETS. COST OF SAID RESTORATION SHALL BE CONSIDERED INCIDENTAL TO OTHER PAY ITEMS.

15. ALL COMPACTED FILL SHALL BE PLACED IN 4" LIFTS FOR HAND POWERED TAMPERS AND 8" LIFTS FOR HEAVY EQUIPMENT

OPERATED TAMPERS.

16. ALL CONSTRUCTION IS TO COMPLY WITH FDOT 2023-24THSTANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION.

17. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE PLACED IN ACCORDANCE WITH THE LATEST FDOT DESIGN STANDARDS. THE CONTRACTOR SHALL CONTACT THE COUNTY PROJECT MANAGER

PRIOR TO INSTALLATION OF ANY SIGNING AND PAVEMENT MARKINGS.

18. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE AREAS PROPOSED FOR PAVING, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE COUNTY ENGINEER OR DESIGNEE PRIOR TO ANY EXCAVATION.

19. PIPE LENGTHS SHOWN IN THE PLANS DO NOT INCLUDE THE LENGTH OF PIPE THAT MUST BE INSTALLED WITH THE MITERED END SECTION. THEREFORE, ALL PIPE LENGTHS ASSOCIATED WITH MITERED END SECTIONS SHALL BE PAID FOR IN

THE UNIT COST OF THE MITERED END SECTION.

20. ALL CONTRACTORS, COUNTY REPRESENTATIVES, AND UTILITY COMPANIES ARE RESPONSIBLE FOR THEIR RESPECTIVE SURVEYING AND LAYOUT. ANY SURVEYING MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED UPON

COMPLETION OF THE WORK BY A REGISTERED LAND SURVEYOR IN THE STATE OF FLORIDA.

21. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXISTING SITE CONDITIONS, INCLUDING SOIL CONDITIONS PRIOR TO BIDDING ON THE PROJECT. A COPY OF THE GEOTECHNICAL REPORT, IF APPLICABLE, IS INCLUDED IN THE CONTRACT

DOCUMENTS FOR THE CONTRACTORS REFERENCE.

22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE REQUIRED TESTING TO ENSURE THAT PROPER COMPACTION HAS BEEN ACHIEVED ON THE SUBGRADE, BASE AND ALL OTHER PERTINENT AREAS THAT HAVE BEEN COMPLETED. THE CONTRACTOR SHALL BEAR ALL COSTS OF TESTING AND RETESTING AS REQUIRED AND SHALL PROVIDE THE

COUNTY WITH COPIES OF CERTIFIED TESTING REPORTS.

23. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY. IT IS THE CONTRACTORS RESPONSIBILITY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE ANY REQUIRED ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF SAID UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITIES, WHETHER SHOWN ON THE PLAN OR LOCATION BY THE UTILITY. ANY UTILITIES THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL TO BROUGHT TO THE ATTENTION OF THE ENGINEER. ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANY STANDARDS.

ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF ANY UTILITIES SHALL BE INCIDENTAL

TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.

24. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE COUNTY, ENGINEER OF RECORD, UTILITY

COMPANIES AND CONTRACTOR PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

25. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT NO CONSTRUCTION ACTIVITIES TAKE PLACE OUTSIDE OF THE EXISTING R/W OR EASEMENTS SHOWN ON THE PLANS. ANY ON-SITE OR OFFSITE AREAS THAT ARE DISTURBED SHALL

BE RESTORED TO ORIGINAL CONDITION OR BETTER AS DIRECTED BY THE ENGINEER.

26. THE CONTRACTOR SHALL BE RESPONSIBLE TO SAFETY BARRICADE ALL EXCAVATIONS AND OTHER HAZARDS.

27. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS. THE DRAWINGS REPRESENT KNOWN STRUCTURES AND UTILITIES LOCATED WITHIN THE PROJECT AREA, THE CONTRACTOR IS CAUTIONED THAT OTHER STRUCTURES AND UTILITIES, ABOVE OR BELOW GROUND, MAY BE

ENCOUNTERED DURING THE COURSE OF CONSTRUCTION.

28. ALL MATERIALS AND CONSTRUCTION TO BE IN ACCORDANCE WITH THE PROJECT MANUAL. ALL MATERIALS STORAGE AREAS

SHALL BE CLEARLY IDENTIFIED AND SECURED BY THE CONTRACTOR.

29. ALL NEW CONCRETE FOR THE PROJECT WILL BE FDOT 3000 PSI N.S. CLASS (NON STRUCTURAL), UNLESS OTHERWISE

NOTED.

30. ALL TREES IN THE PROJECT AREA ARE TO REMAIN UNDAMAGED UNLESS OTHERWISE NOTED FOR REMOVAL.

31. THE CONTRACTOR IS TO REPLACE TO EXISTING CONDITION OR BETTER ANY FENCES, SPRINKLER SYSTEMS, TREES, SHRUBS, FLOWER BEDS, OR OTHER EXISTING IMPROVEMENTS IMPACTED DURING CONSTRUCTION, WHETHER DEPICTED ON THE

PLANS OR NOT.

32. ALL DIMENSIONS AND GRADES ON THESE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE RE-DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH

NOTIFICATION HAS NOT BEEN GIVEN.

33. ALL DISTURBED AREAS WHICH ARE NOT PAVED SHALL BE STABILIZED WITH SEEDING FERTILIZER AND SOD. THE CONTRACTOR SHALL FURNISH TO THE ENGINEER (PRIOR TO INCORPORATION INTO THE PROJECT) A CERTIFICATION FROM THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES DIVISION OF PLANT INDUSTRY STATING THAT THE SOD/ HAY/ STAW/ MULCH/ SEED MATERIALS ARE FREE OF NOXIOUS WEEDS INCLUDING TROPICAL SODA APPLE. SOD IS

RECOMMENDED SLOPE STABILIZATION METHOD.

34. AT MINIMUM, A TRENCH BOX IS EXPECTED TO BE NEEDED FOR ALL PIPE INSTALLATIONS. CONTRACTOR TO BID

ACCORDINGLY. SOME TRENCHES ARE VERY CLOSE TO R/W LINES & EXISTING IMPROVEMENTS.

35. BACKFILL FOR TRENCHES TO CONSIST OF NON-PLASTIC, SLIGHTLY SILTY SAND WITH FINES CONTENT BETWEEN 10%-20% USCS (SP-SM, SP-SC, SM) BACKFILL TO HAVE MODIFIED PROCTOR DRY DENSITY OF AT LEAST 100 PCF.

36. ALL EXISTING MAILBOXES INTERFERING WITH NEW CONSTRUCTION SHALL BE RELOCATED BY THE CONTRACTOR IN ACCORDANCE WITH POSTAL REQUIREMENTS AND IN ACCORDANCE WITH SANTA ROSA COUNTY STANDARDS, FDOT DESIGN STANDARDS AND UNITED POSTAL REQUIREMENTS. ALL EXISTING BRICK MAILBOXES WITHIN LIMITS OF CONSTRUCTION OR COUNTY RIGHT OF WAY SHALL BE REMOVED AND PLACED ON THE PROPERTY LINE OF THE OWNER. CONTRACTOR SHALL

REPLACE EXISTING BRICK MAILBOX WITH APPROVED PLASTIC BREAK AWAY MAILBOX.

SURVEY NOTES

1. TOPOGRAPHIC SURVEY PERFORMED BY VOLKERT INC. (MAY 2023), AND ONLY REPRESENTS CONDITIONS AT THE TIME OF THE

SURVEY.

2. HORIZONTAL COORDINATED ARE REFERENCED TO NAD83. VERTICAL ELEVATIONS ARE REFERENCED TO NAVD 88.

3. BLACK BEARS ARE PRESENT IN THE PROJECT AREA AND IT IS IMPORTANT THAT THE CONTRACTOR LET THEIR EMPLOYEES KNOW THAT BLACK BEAR PRESENCE IN THE AREA IS LIKELY. DURING CONSTRUCTION THE CONTRACTOR SHOULD FREQUENTLY REMOVE TRASH FROM THE SITE, ESPECIALLY WILDLIFE ATTRACTANT FOOD DISPOSED OF BY WORKERS. WILDLIFE-RESISTANT TRASH

CONTAINERS ARE ALSO RECOMMENDED.

4. WETLAND AREAS, SURFACE WATER AREAS, AND ASSOCIATED BUFFERS SHALL BE CLEARLY DELINEATED AND PROTECTED PRIOR

TO BEGINNING UPLAND CLEARING.

TESTING FREQUENCIES

1. SUBGRADE - TEST AT 300 FEET INTERVALS, ALTERNATING FROM LEFT SIDE TO CENTERLINE TO RIGHT SIDE WITH ADDITIONAL TESTS AT ALL INTERSECTIONS, CULS-DE-SAC, AND OTHER LOCATIONS AS DIRECTED BY THE COUNTY ENGINEERING DEPARTMENT.

2. BASE - TEST AT 200 FEET INTERVALS, ALTERNATING FROM LEFT SIDE TO CENTERLINE TO RIGHT SIDE WITH ADDITIONAL TESTS AT ALL INTERSECTIONS, CULS-DE-SAC, AND OTHER LOCATIONS AS DIRECTED BY THE COUNTY ENGINEERING DEPARTMENT.

3. ASPHALT - TEST AT 300 FEET INTERVALS, ALTERNATING FROM LEFT SIDE TO CENTERLINE TO RIGHT SIDE WITH ADDITIONAL TESTS AT ALL INTERSECTIONS, CULS-DE-SAC, AND OTHER LOCATIONS AS DIRECTED BY THE COUNTY ENGINEERING DEPARTMENT.

4. ADDITIONAL NOTES

4.1 CITY OF GULF BREEZE PUBLIC WORKS HAS THE AUTHORITY TO

REQUIRE ADDITIONAL TESTING DUE TO WEATHER CONDITIONS.

4.2 IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY SANTA ROSA COUNTY

PUBLIC WORKS OF THE TIME AND DATE THAT THE TESTING

WILL OCCUR AND PROVIDE SANTA ROSA COUNTY PUBLIC WORKS WITH A COPY OF ALL OF

THE TEST RESULTS.

4.3 AREAS WITH ASPHALT DEPTHS LESS THAN THE DESIGN THICKNESS

SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.

GENERAL NOTES CONT.:

36. DAMAGE TO ANY EXISTING ROADS DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR PRIOR TO FINAL "AS-BUILT"

SIGN-OFF FROM THE COUNTY AT NO ADDITIONAL COST TO THE COUNTY.

37. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO ORDER, SHIPMENT, OR INSTALLATION.

38. THE CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW "AS-BUILT" CONDITIONS OR ALL WORK.

RECORD DRAWINGS SHALL BE PROVIDED TO THE ENGINEER PRIOR TO REQUESTING A FINAL INSPECTION.

39. THE CONTRACTOR SHALL SCHEDULE WITH THE COUNTY INTERMEDIATE AND A FINAL INSPECTION UPON COMPLETION OF ALL WORK.

AS-BUILT CERTIFICATION IS REQUIRED PRIOR TO REQUEST FOR FINAL INSPECTION.

40. ALL ASPECTS OF STORMWATER/DRAINAGE AND/OR TRANSPORTATION COMPONENTS SHALL BE COMPLETED PRIOR TO REQUESTING A FINAL

INSPECTION.

41. NO DEVIATIONS OR REVISION FROM THE PLANS BY THE CONTRACTOR SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM BOTH THE ENGINEER OF RECORD AND SANTA ROSA COUNTY. ANY DEVIATION MAY RESULT IN DELAYS IN THE COUNTY'S ACCEPTANCE OF IMPROVEMENTS.

42. IF ARCHAELOGICAL MATERIAL/PREHISTORIC ARTIFACTS SUCH AS POTTERY OR CERAMICS, STONE TOOLS OR METAL IMPLEMENTS, OR ANY OTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED WITH NATIVE AMERICAN CULTURES, OR EARLY COLONIAL OR AMERICAN SETTLEMENT ARE ENCOUNTERED AT ANY TIME, THE PROJECT SHOULD CEASE ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN THE IMMEDIATE VICINITY OF SUCH DISCOVERIES. THE APPLICANT/RECIPIENT, OR OTHER DESIGNEE, SHOULD CONTACT THE FLORIDA DEPARTMENT OF STATE, DIVISION OF HISTORICAL RESOURCES, THE STATE HISTORIC PRESERVATION OFFICER (SHPO) AND THE DSH/FEMA REGION IV ENVIRONMENTAL OFFICER AND FDEM STATE ENVIRONMENTAL LIAISON OFFICER FOR FURTHER GUIDANCE. PROJECT ACTIVITIES SHOULD NOT RESUME WITHOUT VERBAL AND/OR WRITTEN AUTHORIZATION FROM THE THE DIVISION OF HISTORICAL RESOURCES.

43. IN THE EVENT THAT UNMARKED HUMAN REMAINS ARE ENCOUNTERED DURING PERMITTING ACTIVITIES, ALL WORK MUST STOP IMMEDIATELY AND THE PROPER AUTHORITIES NOTIFIED IN ACCORDANCE WITH SECTION 872.05, FLORIDA STATUTE.

44. THE CONTRACTOR IS RESPONSIBLE FOR ANY INCIDENTAL WORK ASSOCIATED WITH THE SIDEWALK CONSTRUCTION SUCH AS IRRIGATION

REPAIRS/RELOCATES, ETC.

UTILITY NOTES:

1. THE LOCATION SHOWN FOR EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK IN EACH AREA. THE CONTRACTOR AGREES TO BE COMPLETELY RESPONSIBLE FOR ALL DAMAGES WHICH

MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UTILITIES.

2. UTILITY OWNERS SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION SO THAT THE UTILITY OWNER CAN SPOT VERIFY AND/OR

EXPOSE THEIR UTILITIES.

KNOWN UTILITIES OWNERS INCLUDE:

ELECTRIC - FLORIDA POWER AND LIGHT-GULF BREEZE

GULF POWER, ONE ENERGY PL, PENSACOLA, FL 32520

(850) 777-9476, DEREK.GILMORE@FPL.COM

WATER/SEWER - FAIRPOINT REGIONAL UTILITIES,

8574 TURKEY BLUFF RD, NAVARRE, FL 32566

(850) 939-2427, CWELLS@HNWS-FL.COM

WATER/SEWER - MIDWAY WATER SYSTEM, INC.

4971 GULF BREEZE PKWY, GULF BREEZE, FL 32563

(850) 932-5188, JANDERSON@MIDWAYWATER.COM

NATURAL GAS - CITY OF GULF BREEZE,

1070 SHORELINE DR, GULF BREEZE, FL 32561

(850) 490-3030, RBLACK@GULFBREEZEFL.GOV

CATV - MEDIACOM SOUTHEAST LLC

1613 NANTAHALA BEACH RD, GULF BREEZE, FL 32563

(845) 608-1038, JGIPE@MEDIACOMCC.COM

TELEPHONE - AT&T/DISTRIBUTION,

605 WEST GARDEN ST, PENSACOLA, FL 32501

(850)436-1485, KF5345@ATT.COM

CITY OF GULF BREEZE SEWER

1070 SHORELINE DR, GULF BREEZE, FL 32561

(850) 934-4056, JNORRIS@GULFBREEZEFL.GOV

3. ALL CABLE DAMAGE MUST BE REPORTED TO THE ATT FLORIDA REPAIR SERVICE DEPARTMENT AT 611 FROM A LAND LINE OR 877-737-2478 IF USING A CELL

PHONE.

4. CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES AND UNDERGROUND UTILITIES.

5. UTILITIES TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. NECESSARY REPAIRS SHALL BE CONSIDERED INCIDENTAL TO OTHER PAY ITEMS AND

SHALL BE TO THE SATISFACTION OF UTILITY OWNERS.

6. ADEQUATE PROVISIONS SHALL BE MADE FOR THE FLOW OF SEWERS, DRAINS, WATER COURSES AND OTHER UTILITIES ENCOUNTERED DURING

CONSTRUCTION.

7. THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS SHOWN AND NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REPAIRS OF UTILITIES AND OTHER IMPROVEMENTS(SHOWN AND UN-SHOWN) DAMAGED DURING CONSTRUCTION AND SHALL MAINTAIN SUFFICIENT PROTECTION FOR ALL UTILITIES TO REMAIN. THE CONTRACTOR SHALL SUPPORT ALL EXISTING UTILITIES AS REQUIRED FOR THE INSTALLATION OF THE PROPOSED IMPROVEMENTS. ALL COSTS ASSOCIATED WITH PROTECTING, SUPPORTING, REPAIRING, AND OTHER ACTIVITIES RESULTING FROM CONTRACTOR DAMAGE TO THE UTILITIES OR PROTECTION OF THE UTILITIES SHALL BE THE CONTRACTORS RESPONSIBILITY AT NO ADDITIONAL COST TO THE COUNTY.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTMENT OF EXISTING UTILITIES IF PROPOSED IMPROVEMENTS IMPACT EXISTING UTILITIES.

9. APPROXIMATE LOCATIONS AND OBSERVED POTENTIAL AND/OR KNOWN CONFLICTS ARE INDICATED ON THESE DRAWINGS.

PROJECT WORK HOURS:

1. PROJECT WORK HOURS ARE RESTRICTED TO 7 AM TO 5 PM, SEVEN DAYS A WEEK.

2. LANE CLOSURES ARE PROHIBITED BETWEEN THE HOURS OF 6:00 AM AND 8:30 AM AND

2:00 PM AND 4:30 PM MONDAY - FRIDAY WHILE SCHOOL IS IN SESSION.

TEMPORARY TRAFFIC CONTROL PLAN GENERAL NOTES

1. LANE CLOSURE/WORK RESTRICTIONS: NO CONSTRUCTION SHALL BE ALLOWED ON WEEKENDS OR DURING SPECIAL EVENTS. NO LANE OR SIDEWALK CLOSURES

ARE PERMITTED DURING CONSTRUCTION.

2. ALL LANES MUST BE OPEN TO NORMAL TRAFFIC WITHIN 12 HOURS OF AN EVACUATION NOTICE FOR A HURRICANE OR ANY OTHER EMERGENCY EVENT AND

SHALL REMAIN OPEN UNTIL OTHERWISE DIRECTED BY THE ENGINEER.

3. THE CONTRACTOR MAY SUBMIT AN ALTERNATIVE TEMPORARY TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL BY ENGINEER OF RECORD AND SANTA ROSA

COUNTY PROJECT MANAGER.

TEMPORARY TRAFFIC CONTROL PLAN PHASING NOTES

1. ALL PHASES:

· MAINTAIN TRAFFIC DURING ALL PHASES UTILIZING STANDARD PLAN INDICES 102-600, 102-601, 102-602, AND 102-603

· INSTALL ALL ADVANCE WARNING SIGNS PER STANDARD INDICES 102-600, 102-601, 102-602, AND 102-603

· CONSTRUCT IMPROVEMENTS IN WORKZONE

· REMOVE ALL ADVANCE WARNINGS SIGNS AT COMPLETION OF CONSTRUCTION 2 23

AutoCAD SHX Text Engineers Surveyors Planners

215 FAIRPOINT DR SUITE B GULF BREEZE, FL 32561 Telephone (850) 512-8935

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AutoCAD SHX Text Engineers Surveyors Planners

11.5' TRAVEL LANE

47.5' RIGHT OF WAY

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4, F .A

11.5' TRAVEL LANE

2% MINIMUM 2% MINIMUM

47.5' RIGHT OF WAY

95' RIGHT OF WAY

TYPICAL SECTION

6" GRADED AGGREGATE BASE 98%

MODIFIED PROCTOR LBR 100 12" TYPE "B" STABILIZED SUBGRADE

98% MODIFIED PROCTOR LBR 40

PROPOSED

HEADWALL

STA. 125+70.85 TO 126+70.85

8'-0" 6'-6"

℄ CONSTRUCTION

6'-6" 8'-0"

PROPOSED

HEADWALL

EXIST. 8'

SIDEWALK

NEW CONSTRUCTION

2" SP 9.5 ASPHALT

6" GRADED AGGREGATE BASE

12" STABILIZED SUBGRADE (MINIMUM LBR OF 40) STA. 203+29.76 TO 204+34.84

N.T.S.

STA. 229+30.94 TO 230+30.94

STA. 243+37.65 TO 244+37.65

C A

O N

4 23

1:6

SOD

SHOULDER

6%1:6

SOD

SHOULDER

EXISTING GRADE

EXISTING

GRADE

TYPICAL SECTION - FULL REBUILD

6" GRADED AGGREGATE BASE

12" STABILIZED SUBGRADE

(MINIMUM LBR OF 40)

2" TYPE SP 9.5 ASPHALTIC

CONCRETE

2" TYPE SP 9.5 ASPHALTIC

CONCRETE

2% MINIMUM

14.5'

AutoCAD SHX Text Engineers Surveyors Planners

CD-9 CULVERT REPLACEMENT

SEE SHEET 12

CD-7 CULVERT REPLACEMENT

SEE SHEET 10

CD-4 CULVERT REPLACEMENT

SEE SHEET 8

CD-1 CULVERT REPLACEMENT

SEE SHEET 6

EAST BAY

B E

RGRE

N RD

US 98

E D

OOD

D R

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Feet 0 2000 4000

C A

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5 23

AutoCAD SHX Text Engineers Surveyors Planners

EXIST. 15" CPP

APPROXIMATE R/W

EXIST. 6" WATER MAIN

EXIST. GAS LINE

TO REMAIN

EXIST. UNKNOWN

UTILITY TO REMAIN

EXIST. WATERLINE

TO REMAIN

CD 1

EXIST CONCRETE HEADWALL TO

BE REMOVED STATION 126+20.15

OFFSET 18.17' RT, INV. 9.74

CONCRETE MES

TO REMAIN

TOP OF BANK

PERMANENT SIDEWALK

TO BE PROTECTED

ASPHALT TO BE REMOVED

STA. 126+17.01 TO STA. 126+33.52

SAW CUT EXIST. ASPHALT

PROP. SILT FENCE

T B

11.5'11.5'

5.3'6.5'

EXIST. 38 LF 24" RCP

@0.29% TO BE REMOVED

INV. 9.64

EXIST CONCRETE HEADWALL TO

BE REMOVED. STATION 126+22.83

OFFSET 19.14' LT, INV. 9.85

HEADWALL TO REMAIN

SAWCUT EXIST. ASPHALT

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Legend

-SF- Silt Fence

Cross Drain

Major Contour

Minor Contour

------ Edge of Pavement

------ Edge of Culvert

Power Pole

Control Point

Full-Depth Asphalt Reconstruction

Wetlands

Floating Turbidity Curtain

CONTRACTOR NOTES

1.CONTRACTOR TO PROTECT ALL ITEMS UNLESS OTHERWISE NOTED TO BE REMOVED.

2. CONTRACTOR TO LOCATE ALL UTILITIES (HORIZONTAL AND VERTICAL LOCATIONS)

3. CONTRACTOR TO RELOCATE/REUSE EXISTING RIPRAP AS NEEDED.

4. ALL COSTS FOR CONSTRUCTION SHALL BE INCLUDED IN THE CONTRACTOR'S LUMP

SUM BID.

5.ALL EXCAVATED AND DISTURBED AREAS SHALL BE RESTORED WITH SOD.

6. SOD TYPE SHALL BE THE SAME AS EXISTING LAWN GRASS.

7. ZOYSIA OR APPROVED EQUAL SHALL BE USED WHERE EXISTING GRASS TYPE IS

NOT APPARENT, SOD ALL DISTURBED AREAS.

8. SOD ALL DISTURBED AREAS AND REPLACE DAMAGED LANDSCAPING AS NECESSARY

TO MATCH EXISTING SOD TYPE AND PRE-CONSTRUCTION CONDITION.

9. CONTRACTOR TO VERIFY REQUIRED QUANTITY FOR RIP-RAP APRONS.

QUANTITY OF RIP-RAP ONLY FOR CD-1.

AutoCAD SHX Text Engineers Surveyors Planners

5" C

P P

9.709.64

CD 1

CONST. CONCRETE HEADWALL

STATION 126+22.83 OFFSET 26' LT

INV. EL. = 9.64'

CONST. CONCRETE HEADWALL

STATION 126+20.15 OFFSET 26.5' RT

INV. EL.= 9.70'

EXIST. CONCRETE MES

INV. =9.64 TO REMAIN

EXIST. ASPHALT PATH

TO REMAIN

T B

11.5'11.5'

17'

CONST. 57 LF

24" RCP @0.1%

EXIST. SANDBAG RETAINING WALL

TO REMAIN

APPROXIMATE R/W

CONST. SILT FENCE

APPROXIMATE R/W

A A

9.11 SQ. YD. OF

PROPOSED RIPRAP

SURVEY CONTROL POINT

NORTHING = 520361.115

EASTING = 1180496.245

ELEV. = 12.00'

14.5'

EXIST. 12" WATERLINE TO REMAIN

EXIST. UNKNOWN UTILITY TO REMAIN

EXIST. GAS LINE TO REMAIN

PROPOSED

24" RCP

EXISTING PIPE

(TO BE REMOVED)

PROP. CONC.

HEADWALL

INV.=9.64' INV.=9.70'

PROP. CONC.

HEADWALL

EXIST. 12" WATERLINE

TO REMAIN

EXIST. UNKNOWN

UTILITY TO REMAIN

EXIST. GAS LINE

TO REMAIN

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Legend

-SF- Silt Fence

Cross Drain

Existing Major Contour

Existing Minor Contour

Proposed Contour

------ Edge of Pavement

------ Edge of Culvert

Power Pole

Control Point

Full-Depth Asphalt Reconstruction

Existing Wetlands

Impacted Wetlands

Floating Basin Boom

AutoCAD SHX Text

EOP

AutoCAD SHX Text

EOP

AutoCAD SHX Text

AutoCAD SHX Text R/W

AutoCAD SHX Text

EOS

AutoCAD SHX Text

EOS

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text Engineers Surveyors Planners

°0 '5 5" E

5 4

APPROXIMATE R/W

EXIST. 18" CMP

EXIST. 18" RCP EXIST. 24" CMP

EXIST. 18" PLASTIC PIPE

30' OF EXIST. 24"

CMP TO BE REMOVED

19' OF EXIST. 18" RCP

TO BE REMOVED

EXIST RIP-RAP TO BE REMOVED

AND RELOCATED AS NEEDED

EXIST. 12" WATERMAIN TO REMAIN

18" FAIRPOINT REGIONAL UTILITY

WATERMAIN TO REMAIN

CD 4

EXIST. CONC. MES

TO REMAIN, INV. 3.89'

EXIST. CONCRETE HEADWALL TO BE REMOVED

STATION 203+75.10, OFFSET 18.17' RT, INV. 2.66'

SAWCUT EXIST. ASPHALT

PROP. SILT FENCE

T B

INV. 2.32'INV. 1.91'

EXIST. MES TO

BE REMOVED

INV. 4.01'

EXIST. CONCRETE MES TO

BE REMOVED, INV. 3.24'

CONCRETE MES TO BE

REMOVED, INV. 3.66'

EXIST. 42 LF 24" RCP PIPE

TO BE REMOVED @0.38%

EXIST 42.5 LF 24" RCP PIPE

TO BE REMOVED @0.96%

EXIST. CONCRETE HEADWALL

TO BE REMOVED

STATION 203+89.43,

OFFSET 22.13' LT, INV. 2.51'

11.5'11.5'

WETLANDS

ASPHALT TO BE REMOVED

STA. 203+64.08 TO STA. 203+92.65

SAWCUT EXIST. ASPHALT

EXIST. WOODEN

BRIDGE TO REMAIN

FLOATING TURBIDITY

CURTAIN

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Legend

-SF- Silt Fence

Cross Drain

Major Contour

Minor Contour

------ Edge of Pavement

------ Edge of Culvert

Power Pole

Control Point

Full-Depth Asphalt Reconstruction

Wetlands

Floating Turbidity Curtain

CONTRACTOR NOTES

1.CONTRACTOR TO PROTECT ALL ITEMS UNLESS OTHERWISE NOTED TO BE REMOVED.

2. CONTRACTOR TO LOCATE ALL UTILITIES (HORIZONTAL AND VERTICAL LOCATIONS)

3. CONTRACTOR TO RELOCATE/REUSE EXISTING RIPRAP AS NEEDED.

4. ALL COSTS FOR CONSTRUCTION SHALL BE INCLUDED IN THE CONTRACTOR'S LUMP

SUM BID.

5.ALL EXCAVATED AND DISTURBED AREAS SHALL BE RESTORED WITH SOD.

6. SOD TYPE SHALL BE THE SAME AS EXISTING LAWN GRASS.

7. ZOYSIA OR APPROVED EQUAL SHALL BE USED WHERE EXISTING GRASS TYPE IS

NOT APPARENT, SOD ALL DISTURBED AREAS.

8. SOD ALL DISTURBED AREAS AND REPLACE DAMAGED LANDSCAPING AS NECESSARY

TO MATCH EXISTING SOD TYPE AND PRE-CONSTRUCTION CONDITION.

9. CONTRACTOR TO VERIFY REQUIRED QUANTITY FOR RIP-RAP APRONS.

QUANTITY OF RIP-RAP ONLY FOR CD-1.

AutoCAD SHX Text Engineers Surveyors Planners

8" P

8" C

M P

8" R

C P

°0 '5 5" E

18" FAIRPOINT REGIONAL UTILITY

WATERMAIN TO REMAIN

2.50

2.00

CD 4

EXIST. WOODEN BRIDGE

TO REMAIN

EXIST. CONCRETE MES

INV. 3.89' TO REMAIN

CONST. CONCRETE HEADWALL

STA. 203+75.10 OFFSET 26' RT

INV. EL. = 2.50'

CONST. SILT FENCE

T B

CONST. CONCRETE HEADWALL

STA. 203+89.43 OFFSET 26' LT

INV. EL. = 2.00' 14.5'

14.5'

APPROXIMATE R/W

CONST. SILT FENCE

APPROXIMATE R/W

CONST. JB3

STA. 203+64.70 OFFSET 25.3 LT

TOP EL.= 6.796' INV. EL.= 4.20'

CONST. 11' 18"

RCP @ S=4.1%

CONST. MES

INV. EL.= 3.75'

CONST. JB1

STA. 203+93.69 OFFSET 27.97' RT

TOP EL.= 6.047' INV. EL.= 3.79'

CONST. 18' 18"

RCP @ S=4.4%

CONST. MES

INV. EL.= 3.00'

CONST. JB2

STA. 203+40.59 OFFSET 28.4 LT

TOP EL.= 6.201' INV. EL.= 3.74'

CONST. 22' 24" RCP @ S=3.4%

CONST. MES INV. EL.= 3.00'

11.5'11.5'

CONST. 56 LF DUAL 24" RCP

@0.9% MATCH EXIST. SKEW ANGLE

REMOVE AND REINSTALL

RIPRAP AS NEEDED

SURVEY CONTROL POINT

NORTHING: 524327.923

EASTING: 1187007.935

ELEV. = 6.84'

263.53 SQ. FT. OF

WETLAND IMPACTS

APPROXIMATE LOCATION

OF EXIST. WATERLINE.

EXIST. 12" WATERLINE TO REMAIN

PROPOSED

24" RCP

EXISTING PIPE

(TO BE REMOVED)

PROP. CONC.

HEADWALL

INV.=2.00' INV.=2.50'

PROP. CONC.

HEADWALL

263.53 SQ. FT. OF

WETLAND IMPACTS

18" FAIRPOINT REGIONAL

UTILITY WATERMAIN

EXIST. 12" WATERLINE

TO REMAIN

1195300

SURVEY

NUMBER

PROJECT

NUMBER

DRAWING

NUMBER

N U

M B

I.G

D R

A W

N B

D A

O V

D A

D B

O O

M .J.

D A

. F

. E N

G . N

N A

C H

N /T

O W

A N

G E

, 1

8, 7, 8, 3/ T-

R -2

Q A

/Q C

M A

N A

SHEET OF

C R

E A

A Y

C U

T R

.V .H

4A .V

L R

R D

O F

S H

H E

E D

Y S

N D

U N

R U

-2 3.

4, F .A

D C

N C

D -4

Feet 0 20 40

9 23

CD X

Legend

-SF- Silt Fence

Cross Drain

Existing Major Contour

Existing Minor Contour

Proposed Contour

------ Edge of Pavement

------ Edge of Culvert

Power Pole

Control Point

Full-Depth Asphalt Reconstruction

Existing Wetlands

Impacted Wetlands

Floating Basin Boom

AutoCAD SHX Text

EOP

AutoCAD SHX Text

EOP

AutoCAD SHX Text

AutoCAD SHX Text R/W

AutoCAD SHX Text

EOS

AutoCAD SHX Text

EOS

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text Engineers Surveyors Planners

POT STA. +62.04

3 4

APPROXIMATE R/W

EXIST. 18" CPP

14' OF EXIST. 18" CPP

TO BE REMOVED

EXIST. 12" WATERMAIN TO REMAIN

EXIST. RIP-RAP TO BE REMOVED

AND RELOCATED AS NEEDED

18" FAIRPOINT REGIONAL UTILITY

WATERMAIN TO REMAIN

CD 7

EXIST. 30" RCP TO BE REMOVED

EXIST. WOODEN

BRIDGE TO REMAIN

EXIST. CONCRETE HEADWALL

TO BE REMOVED

STATION 229+80.48

OFFSET 17.85' RT, INV.4.99'

TOP OF BANK

PROP. SILT FENCE

SAWCUT EXIST. ASPHALT

REMOVE EXIST. ASPHALT

STA. 229+70.94 TO STA. 229+90.94

SAWCUT EXIST. ASPHALT

T B

11.5'11.5'

5.6' 5.1'

INV. 4.33'

INV. 4.46'

EXIST. CONCRETE HEADWALL

TO BE REMOVED

STATION 229+82.92

OFFSET 19.53' LT, INV. 3.99'

WETLANDS

FLOATING TURBIDITY

CURTAIN

11' OF EXIST. 30" RCP

TO BE REMOVED

1195300

SURVEY

NUMBER

PROJECT

NUMBER

DRAWING

NUMBER

N U

M B

I.G

D R

A W

N B

D A

O V

D A

D B

O O

M .J.

D A

. F

. E N

G . N

N A

C H

N /T

O W

A N

G E

, 1

8, 7, 8, 3/ T-

R -2

Q A

/Q C

M A

N A

SHEET OF

C R

E A

A Y

C U

T R

.V .H

4A .V

L R

R D

O F

S H

H E

E D

Y S

N D

U N

R U

-2 3.

4, F .A

Feet 0 20 40

G C

O N

- D

O N

N C

D -7

10 23

CD X

Legend

-SF- Silt Fence

Cross Drain

Major Contour

Minor Contour

------ Edge of Pavement

------ Edge of Culvert

Power Pole

Control Point

Full-Depth Asphalt Reconstruction

Wetlands

Floating Turbidity Curtain

CONTRACTOR NOTES

1.CONTRACTOR TO PROTECT ALL ITEMS UNLESS OTHERWISE NOTED TO BE REMOVED.

2. CONTRACTOR TO LOCATE ALL UTILITIES (HORIZONTAL AND VERTICAL LOCATIONS)

3. CONTRACTOR TO RELOCATE/REUSE EXISTING RIPRAP AS NEEDED.

4. ALL COSTS FOR CONSTRUCTION SHALL BE INCLUDED IN THE CONTRACTOR'S LUMP

SUM BID.

5.ALL EXCAVATED AND DISTURBED AREAS SHALL BE RESTORED WITH SOD.

6. SOD TYPE SHALL BE THE SAME AS EXISTING LAWN GRASS.

7. ZOYSIA OR APPROVED EQUAL SHALL BE USED WHERE EXISTING GRASS TYPE IS

NOT APPARENT, SOD ALL DISTURBED AREAS.

8. SOD ALL DISTURBED AREAS AND REPLACE DAMAGED LANDSCAPING AS NECESSARY

TO MATCH EXISTING SOD TYPE AND PRE-CONSTRUCTION CONDITION.

9. CONTRACTOR TO VERIFY REQUIRED QUANTITY FOR RIP-RAP APRONS.

QUANTITY OF RIP-RAP ONLY FOR CD-1.

AutoCAD SHX Text Engineers Surveyors Planners

PROPOSED

30" RCP

EXISTING PIPE

(TO BE REMOVED)

PROP. CONC.

HEADWALL

INV.=3.99'

INV.=4.50'

PROP. CONC.

HEADWALL

558.80 SQ. FT. OF

WETLAND IMPACTS

EXIST. 12" WATERLINE

TO REMAIN

18" FAIRPOINT REGIONAL UTILITY

WATERMAIN TO REMAIN

8" C

P P

8" C

P P

34" SPAN X 24" RISE CMP

18" FAIRPOINT REGIONAL UTILITY

WATERMAIN TO REMAIN

4.503.99

CD 7

EXIST. WOODEN BRIDGE

TO REMAIN

CONST. CONCRETE HEADWALL

STA. 229+80.48 OFFSET 26' RT

INV. EL.= 4.50'

CONST. SILT FENCE

EXIST. ASPHALT PATH

TO REMAIN

APPROXIMATE R/W

T B

11.5'11.5'

14.5'

EXIST. CONCRETE HEADWALL

INV. 3.17' TO REMAIN

CONST. CONCRETE HEADWALL

STA. 229+82.92 OFFSET 25.5' RT

INV. EL.= 3.99'

CONST. SILT FENCE

WETLANDS

CONST. MES

INV. EL.= 4.25'

CONST. 11' 18" RCP

@ S=1.9%

CONST. JB4

STA. 229+94.57 OFFSET 25.3 LT

TOP EL.= 7.417' INV. EL.= 4.44'

CONST. MES

INV. EL.= 4.25'

CONST. 11' 18"

RCP @ S=2.6%

CONST. JB5

STA. 229+68.23 OFFSET 25.2 LT

TOP EL.= 7.213' INV. EL.= 4.52'

APPROXIMATE R/W

C C

REMOVE AND REINSTALL

RIPRAP AS NEEDED

SURVEY CONTROL POINT

NORTHING: 525864.671

EASTING: 1189002.216

ELEV. = 7.88'

558.80 SQ. FT.

WETLAND IMPACTS

CONST. 54.5 LF

30" RCP @0.9%

14'

EXIST. WATERLINE TO REMAIN

1195300

SURVEY

NUMBER

PROJECT

NUMBER

DRAWING

NUMBER

N U

M B

I.G

D R

A W

N B

D A

O V

D A

D B

O O

M .J.

D A

. F

. E N

G . N

N A

C H

N /T

O W

A N

G E

, 1

8, 7, 8, 3/ T-

R -2

Q A

/Q C

M A

N A

SHEET OF

C R

E A

A Y

C U

T R

.V .H

4A .V

L R

R D

O F

S H

H E

E D

Y S

N D

U N

R U

-2 3.

4, F .A

D C

N C

D -7

Feet 0 20 40

11 23

CD X

Legend

-SF- Silt Fence

Cross Drain

Existing Major Contour

Existing Minor Contour

Proposed Contour

------ Edge of Pavement

------ Edge of Culvert

Power Pole

Control Point

Full-Depth Asphalt Reconstruction

Existing Wetlands

Impacted Wetlands

Floating Basin Boom

AutoCAD SHX Text

EOP

AutoCAD SHX Text

EOP

AutoCAD SHX Text

AutoCAD SHX Text R/W

AutoCAD SHX Text

EOS

AutoCAD SHX Text

EOS

AutoCAD SHX Text

SECTION C-C

AutoCAD SHX Text Engineers Surveyors Planners

POT STA. +32.49

3 0

-1

APPROXIMATE R/W

EXIST. 12" WATERMAIN TO REMAIN

18" FAIRPOINT REGIONAL UTILITY

WATERMAIN TO REMAIN

EXIST. GAS LINE TO REMAIN

CD 9

EXIST. WOODEN

BRIDGE TO REMAIN

EXIST. ASPHALT

PATH TO REMAIN

EXIST. SILT FENCE

PROP. SILT FENCE

SAWCUT EXIST. ASPHALT

REMOVE EXIST. ASPHALT

STA. 243+78.09 TO STA. 243+98.00

SAWCUT EXIST. ASPHALT

T B

11.5'11.5'

5.4'

6.1'

EXIST. 38.6 LF 30" RCP

TO BE REMOVED @1.58%

EXIST. CONCRETE

HEADWALL INV. 3.24'

EXIST. CONCRETE HEADWALL TO

BE REMOVED STATION 243+90.60

OFFSET 19.58' RT, INV. 3.85'EXIST. CONCRETE HEADWALL TO

BE REMOVED STATION 243+89.57

OFFSET 17.73' LT, INV. 3.24'

WETLANDS

FLOATING TURBIDITY

CURTAIN

EXIST. RIP-RAP TO BE

REMOVED AND RELOCATED

AS NEEDED

1195300

SURVEY

NUMBER

PROJECT

NUMBER

DRAWING

NUMBER

N U

M B

I.G

D R

A W

N B

D A

O V

D A

D B

O O

M .J.

D A

. F

. E N

G . N

N A

C H

N /T

O W

A N

G E

, 1

8, 7, 8, 3/ T-

R -2

Q A

/Q C

M A

N A

SHEET OF

C R

E A

A Y

C U

T R

.V .H

4A .V

L R

R D

O F

S H

H E

E D

Y S

N D

U N

R U

-2 3.

4, F .A

Feet 0 20 40

12 23

G C

O N

- D

O N

N C

D -9

CD X

Legend

-SF- Silt Fence

Cross Drain

Major Contour

Minor Contour

------ Edge of Pavement

------ Edge of Culvert

Power Pole

Control Point

Full-Depth Asphalt Reconstruction

Wetlands

Floating Turbidity Curtain

CONTRACTOR NOTES

1.CONTRACTOR TO PROTECT ALL ITEMS UNLESS OTHERWISE NOTED TO BE REMOVED.

2. CONTRACTOR TO LOCATE ALL UTILITIES (HORIZONTAL AND VERTICAL LOCATIONS)

3. CONTRACTOR TO RELOCATE/REUSE EXISTING RIPRAP AS NEEDED.

4. ALL COSTS FOR CONSTRUCTION SHALL BE INCLUDED IN THE CONTRACTOR'S LUMP

SUM BID.

5.ALL EXCAVATED AND DISTURBED AREAS SHALL BE RESTORED WITH SOD.

6. SOD TYPE SHALL BE THE SAME AS EXISTING LAWN GRASS.

7. ZOYSIA OR APPROVED EQUAL SHALL BE USED WHERE EXISTING GRASS TYPE IS

NOT APPARENT, SOD ALL DISTURBED AREAS.

8. SOD ALL DISTURBED AREAS AND REPLACE DAMAGED LANDSCAPING AS NECESSARY

TO MATCH EXISTING SOD TYPE AND PRE-CONSTRUCTION CONDITION.

9. CONTRACTOR TO VERIFY REQUIRED QUANTITY FOR RIP-RAP APRONS.

QUANTITY OF RIP-RAP ONLY FOR CD-1.

AutoCAD SHX Text Engineers Surveyors Planners

POT STA. +32.49

18" FAIRPOINT REGIONAL

UTILITY WATERMAIN TO REMAIN

EXIST. GAS LINE TO REMAIN

6 5

5 6 7

3.00

3.85

CD 9EXIST. WOODEN

BRIDGE TO REMAIN

T B

CONST. CONCRETE HEADWALL

STA. 243+90.60 OFFSET 26' RT

INV. EL.= 3.85'

11.5'11.5'

14.5'

EXIST. ASPHALT PATH

TO REMAIN

CONST. SILT FENCE CONST. SILT FENCE

CONST. CONCRETE HEADWALL

STA. 243+89.57 OFFSET 26' LT

INV. EL.= 3.00'

CONST. 55 LF

30" RCP @ 1.6%

APPROXIMATE R/W

REMOVE AND REINSTALL

RIPRAP AS NEEDED

SURVEY CONTROL POINT

NORTHING: 526868.187

EASTING: 1190047.146

ELEV. = 7.90'

441.16 SQ. FT. OF

WETLAND IMPACTS14.5'

APPROXIMATE R/W

EXIST. 12" WATERLINE

TO REMAIN

PROPOSED

30" RCP

EXISTING PIPE

(TO BE REMOVED)

PROP. CONC.

HEADWALL

INV.=3.00'

INV.=3.85'

PROP. CONC.

HEADWALL

441.16 SQ. FT. OF

WETLAND IMPACTS

EXIST. 12" WATERLINE

TO REMAIN

18" FAIRPOINT REGIONAL

UTILITY WATERMAIN

EXIST. GAS LINE TO REMAIN

1195300

SURVEY

NUMBER

PROJECT

NUMBER

DRAWING

NUMBER

N U

M B

I.G

D R

A W

N B

D A

O V

D A

D B

O O

M .J.

D A

. F

. E N

G . N

N A

C H

N /T

O W

A N

G E

, 1

8, 7, 8, 3/ T-

R -2

Q A

/Q C

M A

N A

SHEET OF

C R

E A

A Y

C U

T R

.V .H

4A .V

L R

R D

O F

S H

H E

E D

Y S

N D

U N

R U

-2 3.

4, F .A

Feet 0 20 40

13 23

D C

N C

-9CD X

Legend

-SF- Silt Fence

Cross Drain

Existing Major Contour

Existing Minor Contour

Proposed Contour

------ Edge of Pavement

------ Edge of Culvert

Power Pole

Control Point

Full-Depth Asphalt Reconstruction

Existing Wetlands

Impacted Wetlands

Floating Basin Boom

AutoCAD SHX Text

EOP

AutoCAD SHX Text

EOP

AutoCAD SHX Text

AutoCAD SHX Text R/W

AutoCAD SHX Text

EOS

AutoCAD SHX Text

EOS

AutoCAD SHX Text

SECTION D-D

AutoCAD SHX Text Engineers Surveyors Planners

NUMBER

PROJECT

NUMBER

DRAWING

NUMBER

N U

M B

I.G

D R

A W

N B

D A

O V

D A

D B

O O

M .J.

D A

. F

. E N

G . N

N A

C H

N /T

O W

A N

G E

, 1

8, 7, 8, 3/ T-

R -2

Q A

/Q C

M A

N A

SHEET OF

C R

E A

A Y

C U

T R

.V .H

4A .V

L R

R D

O F

S H

H E

E D

Y S

N D

U N

R U

-2 3.

4, F .A

14 23

C O

R U

O N

S H

AutoCAD SHX Text Engineers Surveyors Planners

NUMBER

PROJECT

NUMBER

DRAWING

NUMBER

N U

M B

I.G

D R

A W

N B

D A

O V

D A

D B

O O

M .J.

D A

. F

. E N

G . N

N A

C H

N /T

O W

A N

G E

, 1

8, 7, 8, 3/ T-

R -2

Q A

/Q C

M A

N A

SHEET OF

C R

E A

A Y

C U

T R

.V .H

4A .V

L R

R D

O F

S H

H E

E D

Y S

N D

U N

R U

-2 3.

4, F .A

15 23

C O

R U

O N

S H

III

TYPE ITYPE II

AutoCAD SHX Text Engineers Surveyors Planners

AutoCAD SHX Text 215 FAIRPOINT DR SUITE B GULF BREEZE, FL 32561 Telephone (850) 512-8935

AutoCAD SHX Text

APPROVED BY THE ENGINEER.

AutoCAD SHX Text

THE USER. SUBSTITUTIONS FOR TYPES AND SHALL BE AS

AutoCAD SHX Text

RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF

AutoCAD SHX Text

TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY

AutoCAD SHX Text

NOTICE: COMPONENTS OF TYPES AND MAY BE SIMILAR OR IDENTICAL

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

AutoCAD SHX Text 18 Oz. Nylon Reinforced PVC Fabric (300 psi Test) With Lacing Grommets

AutoCAD SHX Text Per Ft. Buoyancy)

AutoCAD SHX Text Flotation (6" Dia. Equiv.) (12 Lbs.

AutoCAD SHX Text Closed Cell Solid Plastic Foam

AutoCAD SHX Text Flotation (8" Dia. Equiv.) (17 lbs.

AutoCAD SHX Text Per Ft. Buoyancy)

AutoCAD SHX Text Closed Cell Solid Plastic Foam

AutoCAD SHX Text (9800 Lbs. Breaking Strength) With

AutoCAD SHX Text 5/16" Vinyl Sheathed EAW Steel Cable

AutoCAD SHX Text 5/8" Polypro Rope (600 lb. Breaking Strength)

AutoCAD SHX Text D =5' Std. (Additional Panel For Depths > 5').

AutoCAD SHX Text 18 Oz. Nylon Reinforced PVC Fabric (300 psi Test)

AutoCAD SHX Text Galvanized Connectors (Tool Free Disconnect)

AutoCAD SHX Text Slotted PVC Connector Pipe (Metal Collar Reinforced)

AutoCAD SHX Text For In The Plans Or As…

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