Brannen Pond Road Drainage Repairs Plans.pdf

PDF 35 MB Posted Jul 11, 2024

Attached to: Brannen Pond Road Drainage Repairs Project
Solicitation number: PE-61600-NONST-2025-000000013
Issued by: Brooks County, Georgia

About this file

Written by GovTribe AI · Jul 31, 2024

The provided document is a Request for Bids for the Brannen Pond Road Drainage Repairs Project, issued by the Bulloch County Board of Commissioners in Georgia. The project involves demolishing existing metal pipe culverts and constructing a new dual reinforced concrete box culvert system along with roadway improvements including fill slope repair, roadway shoulder repair, subgrade construction, aggregate base construction, asphalt pavement construction, striping, and new guardrail. The project is located along Brannen Pond Road near the coordinates 32.3491, -81.6593. Contractors must be GDOT prequalified and shall achieve Substantial Completion of the work within 120 consecutive calendar days following the Notice to Proceed and Final Completion within 150 consecutive calendar days.

The bid package may be requested via email, the County's website, or the Georgia Procurement Registry website. All questions or concerns should be directed to the Bulloch County Procurement Office. Bids must be submitted by August 1, 2024, at 3:00 PM EDT, at which time they will be publicly opened and read. The County reserves the right to reject any or all bids and waive technicalities, informalities, and minor immaterial defects.

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File	Type	Posted
Brannen Pond Road Drainage Repairs Project.pdf	PDF	Jul 11, 2024
Brannen Pond Road Drainage Repairs Q_R.pdf	PDF	Jul 11, 2024
Kimley_Horne Environmental Permits Memo.pdf	PDF	Jul 11, 2024

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C0-00

COVER SHEET

CIVIL CONSTRUCTION DRAWINGS

FOR

BRANNEN POND ROAD

BRANNEN POND ROAD, BROOKLET, GEORGIA 30415

12TH DISTRICT

BULLOCH COUNTY, GEORGIA

PROPERTY AREA = 0.55 ACRES

TOTAL DISTURBED AREA = 0.55ACRES

IMPERVIOUS AREA = 0.5 ACRES (90%)

PERVIOUS AREA = 0.05 ACRES (10%)

BULLOCH COUNTY CASE #: TBD

PROJECT CONTACTS

OWNER: BULLOCH COUNTY

115 NORTH MAIN STREET

STATESBORO, GEORGIA 30458

PHONE: 912.531.5708

CONTACT: RON NELSON

CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC.

1200 PEACHTREE STREET NE, SUITE 800

ATLANTA, GA 30309

PHONE: 470.763.6475

CONTACT: ERIC BYRNE, PE

SURVEYOR: JAMES M. ANDERSON AND ASSOCIATES

104 OAK STREET,

STATESBORO, GA 30458

PHONE: 912.764.2002

CONTACT: MATT ANDERSON

24-HR CONTACT: RON NELSON

BULLOCH COUNTY

912.531.5708

PROJECT NARRATIVE:

THE BRANNEN POND ROAD PROJECT IS A PROPOSED CULVERT REPLACEMENT AND ROADWAY IMPROVEMENT PROJECT LOCATED AT BRANNEN POND ROAD. THE PROJECT WILL IMPLEMENT DUAL CONCRETE BOX CULVERTS TO INCREASE THE CAPACITY OF THE CULVERT CROSSING AND REDUCE FLOODING OVER THE ROADWAY. OF

THE CULVERT CROSSING AND INCREASE STABILITY OF THE ROADWAY AND SHOULDERS.

THE PROJECT WILL ALSO INCLUDE REPAIRS TO THE DOWNSTREAM ROADWAY SHOULDER THAT HAS ERODED AWAY DURING HURRICANE IDALIA. THE UPSZIED CULVERT WILL PREVENT FURTHER EROSION OF THE SHOULDER. THE DISTURBED AREA ON SITE IS 0.55 ACRES, AND THE TOTAL DISTURBED AREA IS 0.55 ACRES.

NOTES:

1. ATTENTION IS DRAWN TO THE FACT THAT THE SCALE OF THESE DRAWINGS MAY

HAVE BEEN DISTORTED DURING THE REPRODUCTION PROCESS. THIS DOCUMENT,

TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN

INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND

CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON

THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY

KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO

KIMLEY-HORN AND ASSOCIATES, INC.

2. IF ANY CONFLICTS, DISCREPANCIES, OR ANY OTHER UNSATISFACTORY

CONDITIONS ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR

FIELD CONDITIONS, THE MUST NOTIFY THE ENGINEER IMMEDIATELY

AND SHALL NOT COMMENCE FURTHER OPERATION UNTIL THE CONFLICTS,

DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.

3. THE APPROVAL OF THESE PLANS AND THE ISSUANCE OF THIS LAND DISTURBANCE

PERMIT DOES NOT IN ANY WAY SUGGEST THAT ALL OTHER REQUIREMENTS FOR

THE LEGAL OR APPROPRIATE OPERATIONS FOR THIS ACTIVITY, WHICH MAY

REQUIRE ADDITIONAL PERMITTING HAVE BEEN MET. THE ONUS IS ON THE

OWNER/DEVELOPER/ BUILDER TO DISCOVER WHAT ADDITIONAL PERMITTING OR

APPROVALS MAY BE NECESSARY TO OPERATE FROM THIS POINT IN AN

APPROPRIATE AND LEGAL MANNER. PLAN APPROVAL OR PERMIT ISSUANCE DOES

NOT ABSOLVE THE APPLICANT FROM COMPLYING WITH ALL APPLICABLE LAWS,

STANDARDS, OR OTHER PERMITS WHICH MAY BE REQUIRED FOR THIS PROJECT.

THE PROJECT SITE DOES LIE WITHIN A FLOOD HAZARD AREA PER FIRM

PANEL 13031C0335D DATED 08/05/2010.SHOWN ON SHEET C5-00

VICINITY MAP N

FEMA MAP

BRANNEN POND RD

PROJECT SITE

BLACK CREEK CHURCH RD

LEAR

Y LN

US-80 HW

Sheet Index Table Sheet Number Sheet Title

C0-00 COVER SHEET

C0-01 GENERAL NOTES

C0-10 EXISTING CONDITIONS PLAN

C1-00 DEMOLITION PLAN

C2-00 SITE PLAN

C3-00 GRADING & DRAINAGE PLAN

C3-10 STORM SEWER PROFILES

C4-00 CONSTRUCTION DETAILS

C4-01 CONSTRUCTION DETAILS

C4-02 CONSTRUCTION DETAILS

C4-03 CONSTRUCTION DETAILS

C4-04 CONSTRUCTION DETAILS

C4-05 CONSTRUCTION DETAILS

C4-06 CONSTRUCTION DETAILS

C4-07 CONSTRUCTION DETAILS

C5-00 EROSION CONTROL NOTES

C5-01 EROSION CONTROL NOTES

C5-02 EROSION CONTROL NOTES

C5-03 EROSION CONTROL NOTES

C5-04 EROSION CONTROL NOTES

C5-05 EROSION CONTROL NOTES

C5-10 EROSION CONTROL PLAN PHASE 1

C5-20 EROSION CONTROL PLAN PHASE 2

C5-30 EROSION CONTROL PLAN PHASE 3

C5-80 EROSION CONTROL DETAILS

C5-81 EROSION CONTROL DETAILS

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This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.

fi n a l:

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PROJECT NO.

DATE

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DRAWN BY NF

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(LEVEL II) 00000068887

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CONTRACTOR REQUIREMENTS:

VEGETATION DISTURBANCE:

1. TREES SHALL NOT BE DAMAGED OR REMOVED UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS OR APPROVED IN

WRITING BY ENGINEER AND OWNER. LANDSCAPING NOT DESIGNATED FOR REMOVAL THAT IS DAMAGED DURING CONSTRUCTION SHALL BE RESTORED WITH THE SAME VARIETIES AND AGE OF EXISTING LANDSCAPE VEGETATION AND PLANTS. THE CONTRACTOR SHALL NOT DISTURB AND SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CONSTRUCTION LIMITS, IN ADDITION TO THOSE THAT RECEIVE ORANGE BARRIER FENCE INSIDE PROJECT LIMITS.

ALL WORK REQUIRED BY THIS PROJECT, INCLUDING CONSTRUCTION METHODS AND ACTIVITIES, LABOR, MATERIALS, EQUIPMENT, AND INCIDENTALS SHALL BE PERFORMED PER THE CONTRACT DOCUMENTS UNLESS OTHERWISE NOTED. WORK SHALL INCLUDE EROSION CONTROL MANAGEMENT, GRADING, STRUCTURES, AND PLANTINGS.

SURVEY INFORMATION:

TOPOGRAPHIC DATA SHOWN ON THESE PLANS IS FOR THE INFORMATION OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE SUCH ADDITIONAL INVESTIGATIONS AS REQUIRED TO ACQUAINT THEMSELF ADEQUATELY WITH THE SITE'S TOPOGRAPHY AND SUBSURFACE CONDITIONS FOR THE PREPARATION OF HIS BID AND FOR THE SUCCESSFUL EXECUTION

OF THEIR WORK.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURVEY REQUIREMENTS OF THIS PROJECT AND SHALL USE A GEORGIA LICENSED LAND SURVEYOR. THE BASE SURVEY INFORMATION FOR THIS SITE WAS PERFORMED BY JAMES M.

ANDERSON AND ASSOCIATES ON 04/04/2024

SURVEY HORIZONTAL AND VERTICAL CONTROL BASED ON GEORGIA STATE PLANE EAST NAD83 AND NAVD 88. ALL STATIONING AND DISTANCES INDICATED ON THE DRAWINGS ARE BASED ON HORIZONTAL MEASUREMENTS.

SURVEY MONUMENTS DISTURBED BY THE CONTRACTOR SHALL BE RESET BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF GEORGIA. PRIOR TO DISTURBANCE, CONTACT MONUMENT OWNER TO VERIFY LOCATION OF

EXISTING MONUMENT.

PERMITTING NOTES:

THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND ADHERING TO ALL PERMITS AS REQUIRED, AND SHALL MAKE ALL NOTIFICATIONS AS REQUIRED. CONTRACTOR SHALL COORDINATE WITH ENGINEER AND OWNER PRIOR TO STARTING

WORK.

STORMWATER NOTES:

THE CONTRACTOR SHALL CONDUCT OPERATIONS IN SUCH A MANNER AS TO PREVENT INJURY TO EXISTING VEGETATION THAT IS TO REMAIN GROWING. IF ANY INJURIES TO VEGETATION OCCUR, BROKEN BRANCHES SHALL BE REMOVED AND ROUGH EDGES AND SCARRED LIMBS SHALL BE SHAPED, MADE SMOOTH, AND OTHERWISE REPAIRED. ANY VEGETATION THAT IS DAMAGED TO SUCH AN EXTENT AS TO DESTROY THEIR VALUE FOR LANDSCAPE PURPOSES SHALL BE REMOVED, DISPOSED OF, AND REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. GRASS OR GROUND COVER THAT IS DAMAGED SHALL BE SEEDED AND MULCHED AND/OR SODDED TO MATCH EXISTING AGE AND SPECIES BY THE

CONTRACTOR AT HIS OWN EXPENSE.

CONSTRUCTION DEBRIS AND TREES THAT HAVE BEEN DAMAGED OR FELLED SHALL BE REMOVED OFF SITE BY THE

CONTRACTOR.

ALL WASTE, SEDIMENT, DEBRIS, BRUSH, DISCARDED MATERIALS, AND RUBBISH SHALL BE HAULED OFF THE PROJECT SITE NO LESS THAN ONCE PER WEEK. EXISTING SITE MAY CONTAIN RUBBISH THAT SHALL BE REMOVED PRIOR TO SITE GRADING. ANY MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A LAWFUL MANNER AT STATE, CITY, OR COUNTY APPROVED AND PERMITTED DISPOSAL SITE(S).

NON-VEGETATIVE MATERIAL IS TO BE REMOVED MANUALLY.

A COMMERCIAL APPLICATOR LICENSE AND A PESTICIDE CONTRACTOR LICENSE ARE REQUIRED BY THE CONTRACTOR IF

THE USE OF HERBICIDES ARE NECESSARY FOR NOXIOUS PLANT MATERIAL REMOVAL.

JOB SITE CONDITIONS:

1. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND

COMPLETELY RESPONSIBLE FOR THE CONDITIONS AT THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND SHALL NOT BE

LIMITED TO NORMAL WORKING HOURS.

THE CONTRACTOR IS RESPONSIBLE FOR SECURING THE WORK SITE AGAINST TRESPASSING, VANDALISM, DUMPING, AND

THEFT.

CONTRACTOR SHALL MAINTAIN STORM DRAINAGE DURING CONSTRUCTION. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE TO AND THROUGH EXISTING DRAINAGE FACILITIES FROM ALL DISTURBED AREAS BOTH DURING AND AT THE

COMPLETION OF THE PROJECT.

NO SUITABLE STAGING AREA LOCATION IS SHOWN ON THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR SECURING A

STAGING AREA FOR EQUIPMENT AND MATERIAL STORAGE.

FLOODPLAINS ARE ON THE SITE AS SHOWN FROM FIRM NUMBER 13031C0335D DATED 08/05/2010.

THE PROPOSED PROJECT DISTURBS LESS THAN ONE ACRE AND ADDS NO IMPERVIOUS AREA, STORM WATER MANAGEMENT

FOR THIS PROJECT IS NOT NEEDED.

WETLAND CERTIFICATION: THE DESIGN PROFESSIONAL, WHOSE SEAL APPEARS HEREON, CERTIFIES THE FOLLOWING:

A. THE NATIONAL WETLAND INVENTORY MAPS HAVE BEEN CONSULTED; AND,

B. THE US ARMY CORP OF ENGINEERS WAS CONSULTED, REGARDING THE NATURE OF THE PROJECT. THIS PROJECT WILL

FALL UNDER A NATIONWIDE PERMIT 3A (SECTION 404). THERE ARE NO WETLANDS DISTURBED ON SITE, HOWEVER, THE

STREAM BUFFER WILL BE ENCROACHED UPON TO REPLACE THE EXISTING CULVERT.

C. THE PROJECT DOES NOT REQUIRE A GAEPD STREAM BUFFER VARIANCE BEACAUSE THE PROJECT CONSISTS OF REPLACING AN EXISTING CULVERT WHERE THE CORSSING IS PERPENDICULAR TO THE STREAM CHANNEL.

MAXIMUM SLOPE FOR CUT OR FILL IS 2H:1V.

APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY LAND DISTURBING

ACTIVITIES WITHIN WETLAND AREAS.

UTILITY NOTES:

THE EXISTING UTILITIES SHOWN AND INDICATED ON THE DRAWINGS ARE FOR GENERAL INFORMATION ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OR DISRUPTION OF UTILITY SERVICE DURING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT UTILITIES PROTECTION CENTER IN METRO ATLANTA OR THROUGHOUT GEORGIA (811) AND/OR OWNERS OF THE UTILITIES TO VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION.

CONTRACTOR IS TO MAINTAIN CONTINUOUS UTILITY SERVICES TO ALL LOCATIONS IN THE PROJECT AREA.

THE CONTRACTOR SHALL PROVIDE ACCESS TO UTILITY COMPANIES FOR MAINTENANCE AND WORK ON THEIR UTILITIES

DURING THE COURSE OF CONSTRUCTION.

THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES WHOSE LINES ARE WITHIN THE PROJECT AREA, PRIOR TO CONSTRUCTION, AND SHALL COORDINATE ANY RELOCATION OF THE EXISTING UTILITIES, UNLESS OTHERWISE SPECIFIED ON THE PLANS. ANY CONFLICTS WITH THE EXISTING UTILITIES WHICH ARE NOT NOTED ON THE PLANS SHALL BE RESOLVED BETWEEN THE CONTRACTOR AND THE RESPECTIVE UTILITY COMPANY AT NO COST TO THE OWNER. ALL SUCH

RELOCATIONS SHALL BE NOTED ON THE AS-BUILT DRAWINGS.

BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY CONTRACTOR'S OPERATIONS AND/OR RELATED WORK OF THE CONTRACTOR OR THEIR AGENT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO DAMAGED UTILITIES AT THEIR OWN EXPENSE. CONTRACTOR SHALL HOLD HARMLESS THE ENGINEER AND THE OWNER FOR ANY INCONVENIENCE OR DELAY CAUSED BY THE OPERATIONS OF OTHERS IN PERFORMING THE ABOVE WORK. THE CONTRACTOR SHALL COORDINATE THEIR WORK WITH OTHERS TO PROVIDE SATISFACTORY PROGRESS IN THE PROJECT AREA.

6. UTILITY LATERALS ARE SPECIFICALLY EXCLUDED FROM THESE DRAWINGS. THESE UTILITY LATERALS INCLUDE BURIED WATER, SEWER, GAS, ELECTRIC, TELEVISION AND TELEPHONE SERVICES, STREET LIGHTING AND TRAFFIC LOOP DETECTORS. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL SUCH FACILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL SUCH FACILITIES THAT ARE DAMAGED DURING CONSTRUCTION. PAYMENT FOR LOCATING, PROTECTING, COORDINATING, AND REPAIRING EXISTING FACILITIES WILL BE INCLUDED IN OTHER ITEMS OF WORK AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. ALL REPAIRS SHALL BE MADE IN ACCORDANCE WITH STANDARDS AND REQUIREMENTS OF THE UTILITY OWNER. UTILITY SUPPORT METHODS SHALL BE SUBMITTED TO

ENGINEER PRIOR TO CONSTRUCTION FOR APPROVAL.

THE CONTRACTOR'S ACTIVITIES SHALL OCCUR ONLY WITHIN THE CONSTRUCTION LIMITS.

THE CONTRACTOR SHALL NOT ACCESS THE WORK FOR THIS PROJECT EXCEPT OVER ROUTES AT SPECIFIC ACCESS

POINTS THAT ARE AGREED UPON IN WRITING BETWEEN THE CONTRACTOR AND OWNER.

THIS PROJECT HAS A TOTAL AREA OF 0.55 ACRES. THE DISTURBED AREA IS THE AREA ASSOCIATED WITH CLEARING, GRADING, EXCAVATING, FILLING OF LAND, OR OTHER SIMILAR ACTIVITIES WHICH MAY RESULT IN SOIL EROSION, AS DEFINED UNDER "CONSTRUCTION ACTIVITIES" IN THE STATE OF GEORGIA NATURAL POLLUTANT DISCHARGE ELIMINATION

SYSTEM (NPDES) GENERAL PERMIT NO. GAR100001.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFE INGRESS AND EGRESS FROM THE PROJECT SITE FOR ALL VEHICLES INCLUDING, BUT NOT LIMITED TO, TRAFFIC ON ADJACENT PUBLIC ROADS AND PARKING LOTS AFFECTED BY CONSTRUCTION TRAFFIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TRAFFIC CONTROL DEVICES FOR

THE SITE IN ACCORDANCE WITH GA DOT STANDARDS AND SPECIFICATIONS.

CONSTRUCTION METHODS:

1. CONTRACTOR SHALL COORDINATE WITH BULLOCH COUNTY STAFF REGARDING WORKING HOURS, WITH THE

EXCEPTION OF DEWATERING UNLESS OTHERWISE NOTED OR AS DETERMINED BY THE ENGINEER.

2. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER OF ALL ACTIVITIES THAT SIGNIFICANTLY AFFECT NOISE LEVELS OR

TRAFFIC IN THE AREA.

EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH LAND DISTURBANCE ACTIVITIES AND SHALL BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED

IF DEEMED NECESSARY BY ON-SITE INSPECTION OR AS DIRECTED BY THE ENGINEER.

GRADE TO ELEVATIONS AND DIMENSIONS SHOWN ON DRAWINGS. GRADED ELEVATION TOLERANCE SHALL BE ±0.1 FT.

THE CONTRACTOR SHALL DISPOSE OF WASTE SOIL OFF SITE, AT AN APPROVED SITE THAT MEETS ALL STATE AND LOCAL PERMITTING REQUIREMENTS. THE CONTRACTOR SHALL STOCKPILE EXCAVATION MATERIAL ON-SITE IN ACCORDANCE

WITH EROSION AND SEDIMENT CONTROL PLAN SPECIFICATIONS.

CONTRACTOR SHALL ACCESS THE WORK AREA VIA THE ACCESS ENTRANCE SHOWN ON DRAWINGS.

GRADES, ELEVATIONS, AND LOCATIONS SHOWN ON THE PLANS FOR DRAINAGE STRUCTURES MAY BE MINIMALLY ADJUSTED DURING CONSTRUCTION AT CONTRACTOR'S EXPENSE AS DIRECTED BY THE ENGINEER TO ACCOMMODATE

UNFORESEEN CONDITIONS.

THE CONTRACTOR SHALL STRICTLY ADHERE TO DUST CONTROL REGULATIONS. ALL AREAS SUBJECTED TO DUST

FORMATION MUST BE PERIODICALLY WATERED SUFFICIENT TO RETARD DUST.

COMPLETE AND RETURN THE SOLID WASTE DISPOSAL MANAGEMENT PLAN AFFIDAVIT PRIOR TO ISSUANCE OF PERMIT. IF APPLICABLE, COMPLETE THE NOTIFICATION OF PERMIT BY RULE OPERATIONS FORM, MAIL TO THE DEPARTMENT OF NATURAL RESOURCES, ENVIRONMENTAL PROTECTION DIVISION AND PROVIDE A COPY OF SAID FORM TO OWNER

10.

11.

12.

TYPE OF GRASS OR SOD USED ON THIS PROJECT WILL BE REQUIRED TO MATCH ANY TYPE OF GRASS OR SOD WHICH MAY BE PLANTED AND GROWING ON THE ADJACENT LAWN. I.E. BERMUDA SOD FOR BERMUDA SOD, ZOYSIA FOR ZOYSIA ETC.

NO SEPARATE PAYMENT SHALL BE MADE FOR ANY COST INCURRED TO COMPLY WITH THIS REQUIREMENT.

CONTRACTOR SHALL REMOVE TEMPORARY FENCING AT THE END OF CONSTRUCTION. RESTORE SITE TO A CONDITION

EQUAL TO OR BETTER THAN THE EXISTING CONDITIONS.

CONTRACTOR SHALL CALL BULLOCH COUNTY PROJECT MANAGER/CONSTRUCTION MANAGER TO SCHEDULE A

PRE-CONSTRUCTION MEETING PRIOR TO THE START OF ANY CONSTRUCTION

FEMA GRANT NOTES:

1. THE CONTRACTOR WILL DETERMINE THE SOURCE OF BORROW OR FILL MATERIAL PRIOR TO CONDUCTING ANY REPAIRS.

THE CONTRACTOR WILL ENSURE THAT ALL THE FOLLOWING FEMA REQUIREMENTS WILL BE MET:

1.1. ALL BORROW OR FILL MATERIAL MUST COME FROM PRE-EXISTING STOCKPILES, MATERIAL RECLAIMED FROM MAINTAINED ROADSIDE DITCHES (PROVIDED THE DESIGNED WIDTH OR DEPTH OF THE DITCH IS NOT INCREASED) OR COMMERCIALLY PROCURED MATERIAL FROM A SOURCE EXISTING PRIOR TO THE DISASTER EVENT. IF THE USE OF A NON-COMMERCIAL SOURCE OR A COMMERCIAL SOURCE THAT WAS NOT PERMITTED TO OPERATE PRIOR TO THE DIASTER EVENT,E.G. A NEW PIT, AGRICULTURAL FIELDS, ROAD ROWS, ETC., IN WHOLE OR IN PART, REGARDLESS OF

COST, THE CONTRACTOR MUST NOTIFY THE CLIENT PRIOR TO EXTRACTING MATERIAL.

1.2. THE CLIENT AND FEMA MUST REVIEW THE SOURCE FOR COMPLIANCE WITH ALL APPLICABLE FEDERAL ENVIRONMENTAL PLANNING AND HISTORIC PRESERVATION LAWS AND EXECUTIVE ORDERS PRIOR TO A THE CONTRACTOR COMMENCING BORROW EXTRACTION. CONSULTATION AND REGULATORY PERMITTING MAY BE

REQUIRED.

1.3. DOCUMENTATION OF BORROW SOURCES UTILIZED IS REQUIRED AT CLOSEOUT.

2. FOR DISASTERS DECLARED ON DECEMBER 20, 2019, OR NEWER, FEMA APPLICANTS ARE REQUIRED TO FOLLOW THE PROVISION OF CONSENSUS BASED CODES, SPECIFICATIONS AND STANDARDS FOR PUBLIC ASSISTANCE FEMA RECOVERY INTERIM POLICY FP-104-009-11 VERSION 2.1 FOR PERMANENT WORK. THE POLICY IDENTIFIES THE REQUIRED CONSENSUS-BASED CODES, SPECIFICATIONS AND STANDARDS IN APPENDIX A. THIS PROJECT WILL REQUIRE COMPLIANCE WITH AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO), AMERICAN CONCRETE INSTITUTE (ACI), AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE), AND U.S. DEPARTMENT OF TRANSPORTATION (DOT), GEORGIA DEPARTMENT OF TRANSPORTATION (GDOT), AND FEDERAL HIGHWAY ADMINISTRATION (FHWA).

3. THE CONTRACTOR WILL MONITOR GROUND DISTURBANCE AND IF ANY POTENTIAL ARCHAEOLOGICAL RESOURCES ARE DISCOVERED, WILL IMMEDIATELY CEASE CONSTRUCTION IN THAT AREA AND NOTIFY THE STATE AND FEMA.

4. REQUIRES THAT ALL BORROW OR FILL MATERIAL MUST COME FROM PRE-EXISTING STOCKPILES

5. IN ACCORDANCE WITH EO 11988 CONDITION, COORDINATION WITH THE LOCAL FLOODPLAIN ADMINISTRATOR HAS BEEN CONDUCTED. ALL COORDINATION WILL BE DOCUMENTED AND COPED FORWARDED TO THE STATE AND FEMA FOR

INCLUSION IN THE PERMANENT PROJECT FILES.

6. IN ACCORDANCE WITH EO 11990 CONDITION, BEST MANAGEMENT PRACTICES ARE IMPLEMENTED TO PREVENT EROSION AND SEDIMENTATION TO SURROUNDING, NEARBY OR ADJACENT WETLANDS. THIS INCLUDES EQUIPMENT STORAGE AND STAGING OF CONSTRUCTION TO PREVENT EROSION AND SEDIMENTATION TO ENSURE THAT WETLANDS ARE NOT ADVERSELY IMPACTED PER THE CLEAN WATER ACT AND EXECUTIVE ORDER 11990. SEE EROSION CONTROL AND

SEDIMENTATION SHEETS (C5-00 - C5-81)

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING STORM DRAINAGE STRUCTURES AND CULVERTS, ASPHALT

PAVEMENT IN ACCORDANCE WITH GA DOT STANDARDS AND SPECIFICATIONS.

SUMMARY OF QUANTITIES:

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C0-10

EXISTING

CONDITIONS

PLAN

GRAPHIC SCALE IN FEET

5 10 20

N O

1. EXISTING CONDITIONS SHOWN HEREON ARE FROM A SURVEY

FILE PROVIDED BY JAMES M. ANDERSON AND ASSOCIATES

DATED 04/04/2024.

2. UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR

CONTACTING ALL UTILITY COMPANIES HAVING UTILITIES

WITHIN OR ADJACENT TO THE WORK AREA. THE

CONTRACTOR SHALL HAVE THE UTILITIES FIELD LOCATED

AND COORDINATE WITH THE UTILITY COMPANIES TO HAVE

CONFLICTS RELOCATED WHEN NECESSARY OR ADAPTED

FOR TIE-INS.

3. WHERE EXISTING RUNOFF LEAVES THE SITE IN A SHEET

FLOW CONDITION, RUNOFF SHALL LEAVE THE SITE IN A

SHEET FLOW CONDITION AFTER DEVELOPMENT.

EXISTING OVERHEAD POWER LINE

EXISTING POWER POLE AND GUY

EXISTING CONDITIONS LEGEND:

EXISTING CONDITIONS NOTES:

OHP

EXISTING STORM PIPE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

11311

112112

109109

102 10210

OHP

OHP OHP OHP OHP OHP OHP OHP OHP

EXISTING WETLAND BOUNDARY

EXISTING OVERHEAD POWER LINE

EXISTING POWER POLE AND GUY

EXISTING 60" CMP TO BE REMOVED (APPROX. 70 LF)

EXISTING ASPHALT ROAD TO REMAIN

EXISTING POWER POLE AND GUY TO REMAIN

EXISTING OVERHEAD POWER LINE TO REMAIN

EXISTING ASPHALT PAVEMENT SECTION TO BE

REMOVED FULL DEPTH. COORDINATE WITH THE

COUNTY TO DETERMINE THE EXACT REMOVAL

LIMITS BEYOND THE CULVERTS.

D ra w in g na m e:

K :\A

M T_

W at er R es ou rc es

_B ra nn en Po nd R oa d\

\P la n Sh ee ts

\C 1-

N P

.d w g C

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5, 1:

at al y.

fig ue ro a

fi n a l:

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SHEET NUMBER

PROJECT NO.

DATE

017983000

N o.

N D

N S

REVIEWED BY EB

DRAWN BY NF

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(LEVEL II) 00000068887

TITLE

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C1-00

DEMOLITION

PLAN

GRAPHIC SCALE IN FEET

5 10 20

N O

REMOVE EXISTING STRUCTURE

RETAIN EXISTING ASPHALT PAVEMENT

DEMOLITION NOTES:

1. UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING

ALL UTILITY COMPANIES HAVING UTILITIES WITHIN OR

ADJACENT TO THE WORK AREA. THE CONTRACTOR SHALL

HAVE THE UTILITIES FIELD LOCATED AND COORDINATE WITH

THE UTILITY COMPANIES TO HAVE CONFLICTS RELOCATED

WHEN NECESSARY OR ADAPTED FOR TIE-INS.

2. RECEIPT OF ALL PERMITS AND APPROVALS IS REQUIRED

BEFORE ANY CONSTRUCTION ACTIVITY.

3. CONSTRUCTION FENCING OR SILT FENCE SHALL NOT

OBSTRUCT TRAFFIC FLOW ON EXISTING STREETS UNLESS

CLOSURE PERMIT IS OBTAINED.

4. CONTRACTOR SHALL COORDINATE UTILITY DEMOLITION AND

RELOCATION WITH APPROPRIATE UTILITY PROVIDER.

5. CONTRACTOR TO COORDINATE WITH UTILITY OWNER TO

ENSURE PROPER SEPARATION MAINTAINED UNDER POWER

LINES DURING CONSTRUCTION FOR EQUIPMENT.

6. NO GRADED SLOPE SHALL EXCEED 2H:1V.

7. THE PROJECT SITE DOES LIE WITHIN A FLOOD HAZARD AREA

PER FIRM PANEL 13031C0335D DATED 08/05/2010.

8. THE CONTRACTOR IS RESPONSIBLE FOR SECURING AND

ENSURING THAT ALL DEMOLITION DEBRIS IS DISPOSED OF AT

A PERMITTED DISPOSAL SITE BEARING EVIDENCE OF

CURRENT PERMITS AND ENVIRONMENTAL CLEARANCE. THE

CONTRACTOR SHALL SUBMIT TO THE COUNTY FOR

ACCEPTANCE THE NAME, ADDRESS, CONTACT INFORMATION,

AND ALL PERTINENT PERMITS AND ENVIRONMENTAL

CLEARANCE PERTAINING TO THE PROPOSED DISPOSAL SITE

PRIOR TO COMMENCEMENT OF DEMOLITION WORK.

DEMOLITION LEGEND:

REMOVE FULL DEPTH EXISTING

ASPHALT PAVEMENT

11311

112112

109109

102 10210

OHP

OHP OHP OHP OHP OHP OHP OHP OHP

EXISTING WETLAND BOUNDARY

EXISTING OVERHEAD POWER LINE

EXISTING POWER POLE AND GUY

ANCHORAGE LOCATION AT 3+10

PROPOSED HEADWALL TO BE

CONSTRUCTED. SEE DETAIL C4-05

TOP OF PARAPET: 118.23'

INV OUT: 108.60'

PROPOSED 52 LF OF 10' X 7' REINFORCED CONCRETE BOX

CULVERTS (DESIGN 1) TO BE CONSTRUCTED. SEE DETAILS

C4-00 TO C4-04. SEE DETAILS C4-05 AND C4-06 FOR

SECTION VIEW OF CULVERT HEADWALLS AND WINGWALLS.

GDOT TYPE 3 RIPRAP

PROPOSED HEADWALL TO BE

CONSTRUCTED. SEE DETAIL C4-05

TOP OF PARAPET: 119.53'

INV IN: 109.90'

D ra w in g na m e:

K :\A

M T_

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_B ra nn en Po nd R oa d\

\P la n Sh ee ts

\C 2-

N .d w g

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G E

J ul

5, 2:

pm at al y.

fig ue ro a

fi n a l:

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SHEET NUMBER

PROJECT NO.

DATE

017983000

N o.

N D

N S

REVIEWED BY EB

DRAWN BY NF

GSWCC CERT.

(LEVEL II) 00000068887

TITLE

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C2-00

PROPOSED SITE

PLAN STAGE 1

GRAPHIC SCALE IN FEET

5 10 20

N O

TRENCH BACKFILL

SITE PLAN LEGEND:

GAB AND 19MM ASPHALT BINDER

DEVELOPMENT SUMMARY:

SITE SUMMARY:

SITE AREA: 0.55 ACRES

IMPERVIOUS AREA: 0.50 ACRES (90%)

PERVIOUS AREA: 0.05 ACRES (10%)

TOTAL DISTURBED AREA: 0.55 ACRES

CONCRETE

GDOT TYPE 3 RIPRAP

CONCRETE

12.5MM FINAL ASPHALT PAVING

SITE NOTES:

1. SITE WILL BE CONSTRUCTED IN STAGES TO PROVIDE CLARITY OF

TIE IN POINTS TO EXISTING GRADE AND PAVEMENT AND TO

PRESERVE THE NORTHERN LANE OF THE ROAD.

1.1. IN STAGE 1, CONTRACTOR WILL INSTALL NEW BOX CULVERTS

AND HEADWALLS. THE CONTRACTOR IS TO TAKE CARE AND

NOT EXPOSE THE NORTHERN HALF OF THE ROADWAY TO

FURTHER DAMAGE.

1.2. STAGE 2 INVOLVES EARTHWORK INCLUDING SLOPE REPAIRS,

SHOULDER BUILDING, SUBGRADE CONSTRUCTION, GAB

WORK, AND 19 MM ASPHALT PAVING IS TO MATCH THE

EXISTING PROFILE ELEVATION. IN OTHER WORDS, MATCH

THE ELEVATION OF THE EXISTING ASPHALT TO BE RETAINED

ON THE NORTHERN HALF OF THE ROADWAY BEING

PROTECTED FROM FURTHER DAMAGE DURING STAGE 1.

1.3. STAGE 3 INVOLVES CONSTRUCTING THE FINAL PAVEMENT

SURFACE AT FULL WIDTH FOR THE ENTIRE LENGTH FROM

0+00 TO 3+00.

2. EXISTING CONDITIONS SHOWN HEREON ARE FROM A SURVEY

FILE PROVIDED BY JAMES M. ANDERSON AND ASSOCIATES,

DATED 04/04/2024.

3. ALL DIMENSIONS ARE FROM EDGE OF PAVEMENT TO EDGE OF

PAVEMENT UNLESS OTHERWISE NOTED.

4. ALL EXISTING SIGNAGE AND STRIPING MUST BE REPLACED IN

KIND AND MEET THE LATEST REQUIREMENTS SET FORTH BY

MUTCD, GDOT, AND GEORGIA STATE CODE.

11311

112112

109109

102 10210

OHP

OHP OHP OHP OHP OHP OHP OHP OHP

EXISTING WETLAND BOUNDARY

EXISTING OVERHEAD POWER LINE

EXISTING POWER POLE AND GUY

PROPOSED GAB AND 19MM ASPHALT BINDER.

NORTHERN EXTENTS OF PROPOSED PAVING TO

MATCH EXISTING PAVEMENT GRADE. SEE DETAIL

C4-08 FOR PAVEMENT SECTION VIEW.

PROPOSED TRENCH BACKFILL OF

SUBGRADE. SEE DETAIL C4-08 FOR SECTION

VIEW OF TRENCH FILL.

END GAB AND 19MM ASPHALT

BINDER LIMITS AT STATION 3+00

BEGIN GAB AND 19MM ASPHALT

BINDER LIMITS AT STATION 0+00

0+00

1+00

2+00

3+003+00

0+00

1+00

2+00

3+003+00

ANCHORAGE LOCATION AT 3+10

D ra w in g na m e:

K :\A

M T_

W at er R es ou rc es

_B ra nn en Po nd R oa d\

\P la n Sh ee ts

\C 2-

N .d w g

C 2-

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G E

J ul

5, 2:

at al y.

fig ue ro a

fi n a l:

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O N

SHEET NUMBER

PROJECT NO.

DATE

017983000

N o.

N D

N S

REVIEWED BY EB

DRAWN BY NF

GSWCC CERT.

(LEVEL II) 00000068887

TITLE

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C2-01

PROPOSED SITE

PLAN STAGE 2

GRAPHIC SCALE IN FEET

5 10 20

N O

DEVELOPMENT SUMMARY:

SITE SUMMARY:

SITE AREA: 0.55 ACRES

IMPERVIOUS AREA: 0.50 ACRES (90%)

PERVIOUS AREA: 0.05 ACRES (10%)

TOTAL DISTURBED AREA: 0.55 ACRES

SITE PLAN LEGEND:

TRENCH BACKFILL

GAB AND 19MM ASPHALT BINDER

CONCRETE

GDOT TYPE 3 RIPRAP

12.5MM FINAL ASPHALT PAVING

SITE NOTES:

1. SITE WILL BE CONSTRUCTED IN STAGES TO PROVIDE CLARITY OF

TIE IN POINTS TO EXISTING GRADE AND PAVEMENT AND TO

PRESERVE THE NORTHERN LANE OF THE ROAD.

1.1. IN STAGE 1, CONTRACTOR WILL INSTALL NEW BOX CULVERTS

AND HEADWALLS. THE CONTRACTOR IS TO TAKE CARE AND

NOT EXPOSE THE NORTHERN HALF OF THE ROADWAY TO

FURTHER DAMAGE.

1.2. STAGE 2 INVOLVES EARTHWORK INCLUDING SLOPE REPAIRS,

SHOULDER BUILDING, SUBGRADE CONSTRUCTION, GAB

WORK, AND 19 MM ASPHALT PAVING IS TO MATCH THE

EXISTING PROFILE ELEVATION. IN OTHER WORDS, MATCH

THE ELEVATION OF THE EXISTING ASPHALT TO BE RETAINED

ON THE NORTHERN HALF OF THE ROADWAY BEING

PROTECTED FROM FURTHER DAMAGE DURING STAGE 1.

1.3. STAGE 3 INVOLVES CONSTRUCTING THE FINAL PAVEMENT

SURFACE AT FULL WIDTH FOR THE ENTIRE LENGTH FROM

0+00 TO 3+00.

2. EXISTING CONDITIONS SHOWN HEREON ARE FROM A SURVEY

FILE PROVIDED BY JAMES M. ANDERSON AND ASSOCIATES,

DATED 04/04/2024.

3. ALL DIMENSIONS ARE FROM EDGE OF PAVEMENT TO EDGE OF

PAVEMENT UNLESS OTHERWISE NOTED.

4. ALL EXISTING SIGNAGE AND STRIPING MUST BE REPLACED IN

KIND AND MEET THE LATEST REQUIREMENTS SET FORTH BY

MUTCD, GDOT, AND GEORGIA STATE CODE.

11311

112112

109109

102 10210

OHP

OHP OHP OHP OHP OHP OHP OHP OHP

EXISTING WETLAND BOUNDARY

EXISTING OVERHEAD POWER LINE

EXISTING POWER POLE AND GUY

PROPOSED 12MM FINAL ASPHALT TO MATCHING

PAVEMENT WIDTH TO EXISTING WIDTH

THROUGHOUT. SEE DETAIL C4-08 FOR TYPICAL

PAVEMENT SECTION.

END 12MM FINAL ASPHALT

PAVING LIMITS AT STATION 3+00

BEGIN 12MM FINAL ASPHALT

PAVING LIMITS AT STATION 0+00

0+10

1+00

2+00

3+00 3+10

0+10

1+00

2+00

3+00 3+10

0+00

1+00

2+00

3+003+00

0+00

1+00

2+00

3+003+00

ANCHORAGE LOCATION AT 3+10

PROPOSED 300 LF OF GUARDRAIL

TO BE INSTALLED. SEE DETAIL C4-09

D ra w in g na m e:

K :\A

M T_

W at er R es ou rc es

_B ra nn en Po nd R oa d\

\P la n Sh ee ts

\C 2-

N .d w g

C 2-

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G E

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5, 2:

at al y.

fig ue ro a

fi n a l:

F O

R C

O N

SHEET NUMBER

PROJECT NO.

DATE

017983000

N o.

N D

N S

REVIEWED BY EB

DRAWN BY NF

GSWCC CERT.

(LEVEL II) 00000068887

TITLE

C O

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C2-02

PROPOSED SITE

PLAN STAGE 3

GRAPHIC SCALE IN FEET

5 10 20

N O

DEVELOPMENT SUMMARY:

SITE SUMMARY:

SITE AREA: 0.55 ACRES

IMPERVIOUS AREA: 0.50 ACRES (90%)

PERVIOUS AREA: 0.05 ACRES (10%)

TOTAL DISTURBED AREA: 0.55 ACRES

SITE PLAN LEGEND:

SITE NOTES:

1. SITE WILL BE CONSTRUCTED IN STAGES TO PROVIDE CLARITY OF

TIE IN POINTS TO EXISTING GRADE AND PAVEMENT AND TO

PRESERVE THE NORTHERN LANE OF THE ROAD.

1.1. IN STAGE 1, CONTRACTOR WILL INSTALL NEW BOX CULVERTS

AND HEADWALLS. THE CONTRACTOR IS TO TAKE CARE AND

NOT EXPOSE THE NORTHERN HALF OF THE ROADWAY TO

FURTHER DAMAGE.

1.2. STAGE 2 INVOLVES EARTHWORK INCLUDING SLOPE REPAIRS,

SHOULDER BUILDING, SUBGRADE CONSTRUCTION, GAB

WORK, AND 19 MM ASPHALT PAVING IS TO MATCH THE

EXISTING PROFILE ELEVATION. IN OTHER WORDS, MATCH

THE ELEVATION OF THE EXISTING ASPHALT TO BE RETAINED

ON THE NORTHERN HALF OF THE ROADWAY BEING

PROTECTED FROM FURTHER DAMAGE DURING STAGE 1.

1.3. STAGE 3 INVOLVES CONSTRUCTING THE FINAL PAVEMENT

SURFACE AT FULL WIDTH FOR THE ENTIRE LENGTH FROM

0+00 TO 3+00.

2. EXISTING CONDITIONS SHOWN HEREON ARE FROM A SURVEY

FILE PROVIDED BY JAMES M. ANDERSON AND ASSOCIATES,

DATED 04/04/2024.

3. ALL DIMENSIONS ARE FROM EDGE OF PAVEMENT TO EDGE OF

PAVEMENT UNLESS OTHERWISE NOTED.

4. ALL EXISTING SIGNAGE AND STRIPING MUST BE REPLACED IN

KIND AND MEET THE LATEST REQUIREMENTS SET FORTH BY

MUTCD, GDOT, AND GEORGIA STATE CODE.

TRENCH BACKFILL

GAB AND 19MM ASPHALT BINDER

CONCRETE

GDOT TYPE 3 RIPRAP

12.5MM FINAL ASPHALT PAVING

OHP

OHP OHP OHP OHP OHP OHP OHP

EXISTING WETLAND BOUNDARY

EXISTING OVERHEAD POWER LINE

EXISTING POWER POLE AND GUY

0+10

1+00

2+00

3+00 3+10

0+10

1+00

2+00

3+00 3+10

0+00

1+00

2+00

3+003+00

0+00

1+00

2+00

3+003+00

ANCHORAGE LOCATION AT 3+10

PROPOSED HEADWALL TO BE

CONSTRUCTED. SEE DETAIL C4-05

TOP OF PARAPET: 118.23'

INV OUT: 108.60'

PROPOSED 52 LF OF 10' X 7' REINFORCED CONCRETE BOX

CULVERTS (DESIGN 1) TO BE CONSTRUCTED. SEE DETAILS

C4-00 TO C4-04. SEE DETAILS C4-05 AND C4-06 FOR

SECTION VIEW OF CULVERT HEADWALLS AND WINGWALLS.

PROPOSED 300 LF OF GUARDRAIL

TO BE INSTALLED. SEE DETAIL C4-09

GDOT TYPE 3 RIPRAP

PROPOSED HEADWALL TO BE

CONSTRUCTED. SEE DETAIL C4-05

TOP OF PARAPET: 119.53'

INV IN: 109.90'

D ra w in g na m e:

K :\A

M T_

W at er R es ou rc es

_B ra nn en Po nd R oa d\

\P la n Sh ee ts

\C 3-

G R

D R

.d w g C

G R

D R

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SHEET NUMBER

PROJECT NO.

DATE

017983000

N o.

N D

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REVIEWED BY EB

DRAWN BY NF

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(LEVEL II) 00000068887

TITLE

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C3-00

PROP GRADING

& DRAINAGE

PLAN

GRAPHIC SCALE IN FEET

105 10 20

N O

GRADING & DRAINAGE NOTES:

1. SITE AREA: 0.55 ACRES

DISTURBED AREA: 0.55 ACRES

2. CRITICAL SPOT GRADES ARE TO PAVEMENT GRADE UNLESS

OTHERWISE NOTED.

3. ALL PIPE LENGTHS SPECIFIED IN THESE PLANS ARE THE

HORIZONTAL DISTANCE AND ARE SHOWN FOR REFERENCE

ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

DETERMINE ACTUAL LENGTHS BASED ON PROPOSED PIPE

SLOPE. PIPE LENGTHS IN PLANS ARE MEASURED FROM CENTER

OF STRUCTURE TO CENTER OF STRUCTURE UNLESS OTHERWISE

NOTED.

4. THIS PROJECT DOES LIE WITHIN A 100 YEAR FLOOD HAZARD

ZONE AS DEFINED BY THE F.E.M.A. "FLOOD HAZARD BOUNDARY

MAP" COMMUNITY PANEL NUMBER 13031C0335D, DATED

08/05/2010.

5. UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING

ALL UTILITY COMPANIES HAVING UTILITIES WITHIN OR ADJACENT

TO THE WORK AREA. THE CONTRACTOR SHALL HAVE THE

UTILITIES FIELD LOCATED AND COORDINATE WITH THE UTILITY

COMPANIES TO HAVE CONFLICTS RELOCATED WHEN

NECESSARY OR ADAPTED FOR TIE-INS.

6. NO GRADED SLOPE SHALL EXCEED 2H:1V

7. AS STATED IN THE BID PACKAGE, CONSTRUCTION TIMELINES

DETERMINED BY THE CONTRACTOR WILL INFORM WHETHER

CAST-IN-PLACE OR PRE-CAST CULVERTS AND HEADWALLS WILL

BE CONSTRUCTED. CONSTRUCTION DETAILS FOR CAST-IN-PLACE

AND PRE-CAST ARE INCLUDED IN C4-00 - C4-05.

945.00

EXISTING MAJOR CONTOUR

GRADING LEGEND:

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED SPOT GRADE

DRAINAGE FLOW ARROW

PROFILE VIEW

(2) BRANNEN POND ROAD

1" = 10' HORZ.

1" = 1' VERT.

0+00

0+50

1+00

UPSTREAM CULVERT INVERT: 109.90'

DOWNSTREAM CULVERT INVERT: 108.60'

UPSTREAM CHANNEL INVERT: 110.90'

DOWNSTREAM CHANNEL INVERT: 109.60'

25-YEAR WSE: 112.62'

25-YEAR WSE: 117.37'

100-YEAR WSE: 120.00'

100-YEAR WSE: 113.36'

50-YEAR WSE: 118.61'

50-YEAR WSE: 113.01'

D ra w in g na m e:

K :\A

M T_

W at er R es ou rc es

_B ra nn en Po nd R oa d\

\P la n Sh ee ts

\C 3-

R M

R O

dw g C

R M

R O

S J ul

5, 1:

at al y.

fig ue ro a

fi n a l:

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SHEET NUMBER

PROJECT NO.

DATE

017983000

N o.

N D

N S

REVIEWED BY EB

DRAWN BY NF

GSWCC CERT.

(LEVEL II) 00000068887

TITLE

C O

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STORM DRAINAGE PROFILE NOTES:

1. ALL CULVERT LENGTHS SPECIFIED IN THESE PLANS ARE THE

HORIZONTAL DISTANCE AND ARE SHOWN FOR REFERENCE

ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

DETERMINE ACTUAL LENGTHS BASED ON PROPOSED CULVERT

SLOPE. CULVERT LENGTHS IN PLANS ARE MEASURED FROM

CENTER OF STRUCTURE TO CENTER OF STRUCTURE UNLESS

OTHERWISE NOTED.

2. ALL STORM CULVERT SHALL HAVE BEDDING PER BEDDING

DETAILS IN CONSTRUCTION DETAIL SHEETS.

3. TOP OF WALL ELEVATIONS GIVEN ARE APPROXIMATE.

CONTRACTOR SHALL REFERENCE GRADING PLAN FOR

HEADWALL TOP ELEVATIONS.

4. IF ANY CONFLICTS, DISCREPANCIES, OR ANY OTHER

UNSATISFACTORY CONDITIONS ARE DISCOVERED, EITHER ON

THE CONSTRUCTION DOCUMENTS OR FIELD CONDITIONS, THE

CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY AND

SHALL NOT COMMENCE FURTHER OPERATION UNTIL THE

CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY

CONDITIONS ARE RESOLVED.

5. ALL CULVERT JOINTS TO BE WATER TIGHT.

6. PRIOR TO BEGINNING THE CULVERT WORK, THE CONTRACTOR

SHALL SURVEY PROFILE BOTH INLET AND OUTLET ENDS OF

PROPOSED DRAINAGE CULVERT FOR AT LEAST 100-FT IN THE

EXISTING DITCH LINE OR STREAM BED. CALCULATE THE LENGTH

OF EACH CULVERT AND PROVIDE SKETCHES OF THE PROPOSED

CULVERTS TO THE COUNTY FOR REVIEW AND APPROVAL AT

LEAST 72 HOURS BEFORE BEGINNING THE WORK.

RCBC CLASSIFICATION CHART:

1-15' CLASS III

15'-20' CLASS IV

20'-30' CLASS V

ALL CONCRETE CULVERTS SHALL BE A

MINIMUM CLASS III WITH 12" MINIMUM

COVER.

EXISTING GRADE LINE

50-YR HYDRAULIC GRADE LINE

PROPOSED GRADE LINE

PROFILE LINE LEGEND:

25-YR HYDRAULIC GRADE LINE

C3-10

STORM SEWER

PROFILES

100-YR HYDRAULIC GRADE LINE

D ra w in g na m e:

K :\A

M T_

W at er R es ou rc es

_B ra nn en Po nd R oa d\

\P la n Sh ee ts

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C O

R U

O N

.d w g C

C O

R U

O N

5, 1:

at al y.

fig ue ro a

fi n a l:

F O

R C

O N

SHEET NUMBER

PROJECT NO.

DATE

017983000

N o.

N D

N S

REVIEWED BY EB

DRAWN BY NF

GSWCC CERT.

(LEVEL II) 00000068887

TITLE

C O

R U

O N

D O

C U

/0 5/

C O

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D O

C U

/1 7/

P O

N D

R O

O N

D R

, B R

O O

, G

R G

H D

O C

H C

O U

P O

N D

R O

, B

R O

, G

O N

Y-

H O

R N

A N

D A

S, IN

C H

T, N E

, G

O N

E (4

) 4

-8

W W

W .K

Y- H

O R

N .C

O M

07/05/2024

/0 5/

C4-00

CONSTRUCTION

DETAILS

w in g na m e:

K :\A

M T_

W at er R es ou rc es

_B ra nn en Po nd R oa d\

\P la n Sh ee ts

\C 4-

C O

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O N

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C O

R U

O N

5, 1:

at al y.

fig ue ro a

fi n a l:

F O

R C

O N

SHEET NUMBER

PROJECT NO.

DATE

017983000

N o.

N D

N S

REVIEWED BY EB

DRAWN BY NF

GSWCC CERT.

(LEVEL II) 00000068887

TITLE

C O

R U

O N

D O

C U

/0 5/

C O

R U

O N

D O

C U

/1 7/

P O

N D

R O

O N

D R

, B R

O O

, G

R G

H D

O C

H C

O U

P O

N D

R O

, B

R O

, G

O N

Y-

H O

R N

A N

D A

S, IN

C H

T, N E

, G

O N

E (4

) 4

-8

W W

W .K

Y- H

O R

N .C

O M

07/05/2024

/0 5/

C4-01

CONSTRUCTION

DETAILS

w in g na m e:

K :\A

M T_

W at er R es ou rc es

_B ra nn en Po nd R oa d\

\P la n Sh ee ts

\C 4-

C O

R U

O N

.d w g C

C O

R U

O N

5, 1:

at al y.

fig ue ro a

fi n a l:

F O

R C

O N

SHEET NUMBER

PROJECT NO.

DATE

017983000

N o.

N D

N S

REVIEWED BY EB

DRAWN BY NF

GSWCC CERT.

(LEVEL II) 00000068887

TITLE

C O

R U

O N

D O

C U

/0 5/

C O

R U

O N

D O

C U

/1 7/

P O

N D

R O

O N

D R

, B R

O O

, G

R G

H D

O C

H C

O U

P O

N D

R O

, B

R O

, G

O N

Y-

H O

R N

A N

D A

S, IN

C H

T, N E

, G

O N

E (4

) 4

-8

W W

W .K

Y- H

O R

N .C

O M

07/05/2024

/0 5/

C4-02

CONSTRUCTION

DETAILS

NOTES:

DESIGN 1 WILL BE USED FOR THE DOUBLE

10' X 7' REINFORCED CONCRETE CULVERTS

FOR THIS PROJECT.

w in g na m e:

K :\A

M T_

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_B ra nn en Po nd R oa d\

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.d w g C

C O

R U

O N

5, 1:

at al y.

fig ue ro a

fi n a l:

F O

R C

O N

SHEET NUMBER

PROJECT NO.

DATE

017983000

N o.

N D

N S

REVIEWED BY EB

DRAWN BY NF

GSWCC CERT.

(LEVEL II) 00000068887

TITLE

C O

R U

O N

D O

C U

/0 5/

C O

R U

O N

D O

C U

/1 7/

P O

N D

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O N

D R

, B R

O O

, G

R G

H D

O C

H C

O U

P O

N D

R O

, B

R O

, G

O N

Y-

H O

R N

A N

D A

S, IN

C H

T, N E

, G

O N

E (4

) 4

-8

W W

W .K

Y- H

O R

N .C

O M

07/05/2024

/0 5/

C4-03

CONSTRUCTION

DETAILS

w in g na m e:

K :\A

M T_

W at er R es ou rc es

_B ra nn en Po nd R oa d\

\P la n Sh ee ts

\C 4-

C O

R U

O N

.d w g C

C O

R U

O N

5, 1:

at al y.

fig ue ro a

fi n a l:

F O

R C

O N

SHEET NUMBER

PROJECT NO.

DATE

017983000

N o.

N D

N S

REVIEWED BY EB

DRAWN BY NF

GSWCC CERT.

(LEVEL II) 00000068887

TITLE

C O

R U

O N

D O

C U

/0 5/

C O

R U

O N

D O

C U

/1 7/

P O

N D

R O

O N

D R

, B R

O O

, G

R G

H D

O C

H C

O U

P O

N D

R O

, B

R O

, G

O N

Y-

H O

R N

A N

D A

S, IN

C H

T, N E

, G

O N

E (4

) 4

-8

W W

W .K

Y- H

O R

N .C

O M

07/05/2024

/0 5/

C4-04

CONSTRUCTION

DETAILS

w in g na m e:

K :\A

M T_

W at er R es ou rc es

_B ra nn en Po nd R oa d\

\P la n Sh ee ts

\C 4-

C O

R U

O N

.d w g C

C O

R U

O N

5, 1:

at al y.

fig ue ro a

fi n a l:

F O

R C

O N

SHEET NUMBER

PROJECT NO.

DATE

017983000

N o.

N D

N S

REVIEWED BY EB

DRAWN BY NF

GSWCC CERT.

(LEVEL II) 00000068887

TITLE

C O

R U

O N

D O

C U

/0 5/

C O

R U

O N

D O

C U

/1 7/

P O

N D

R O

O N

D R

, B R

O O

, G

R G

H D

O C

H C

O U

P O

N D

R O

, B

R O

, G

O N

Y-

H O

R N

A N

D A

S, IN

C H

T, N E

, G

O N

E (4

) 4

-8

W W

W .K

Y- H

O R

N .C

O M

07/05/2024

/0 5/

C4-05

CONSTRUCTION

DETAILS

w in g na m e:

K :\A

M T_

W at er R es ou rc es

_B ra nn en Po nd R oa d\

\P la n Sh ee ts

\C 4-

C O

R U

O N

.d w g C

C O

R U

O N

5, 1:

at al y.

fig ue ro a

fi n a l:

F O

R C

O N

SHEET NUMBER

PROJECT NO.

DATE

017983000

N o.

N D

N S

REVIEWED BY EB

DRAWN BY NF

GSWCC CERT.

(LEVEL II) 00000068887

TITLE

C O

R U

O N

D O

C U

/0 5/

C O

R U

O N

D O

C U

/1 7/

P O

N D

R O

O N

D R

, B R

O O

, G

R G

H D

O C

H C

O U

P O

N D

R O

, B

R O

, G

O N

Y-

H O

R N

A N

D A

S, IN

C H

T, N E

, G

O N

E (4

) 4

-8

W W

W .K

Y- H

O R

N .C

O M

07/05/2024

/0 5/

C4-06

CONSTRUCTION

DETAILS

w in g na m e:

K :\A

M T_

W at er R es ou rc es

_B ra nn en Po nd R oa d\

\P la n Sh ee ts

\C 4-

C O

R U

O N

.d w g C

C O

R U

O N

5, 1:

at al y.

fig ue ro a

fi n a l:

F O

R C

O N

SHEET NUMBER

PROJECT NO.

DATE

017983000

N o.

N D

N S

REVIEWED BY EB

DRAWN BY NF

GSWCC CERT.

(LEVEL II) 00000068887

TITLE

C O

R U

O N

D O

C U

/0 5/

C O

R U

O N

D O

C U

/1 7/

P O

N D

R O

O N

D R

, B R

O O

, G

R G

H D

O C

H C

O U

P O

N D

R O

, B

R O

, G

O N

Y-

H O

R N

A N

D A

S, IN

C H

T, N E

, G

O N

E (4

) 4

-8

W W

W .K

Y- H

O R

N .C

O M

07/05/2024

/0 5/

C4-07

CONSTRUCTION

DETAILS

w in g na m e:

K :\A

M T_

W at er R es ou rc es

_B ra nn en Po nd R oa d\

\P la…

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