Attachment 2 DRAWINGS.pdf

Croft & Associates

3400 Blue Springs Road, Suite 200

Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

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MODIFY CULVERT 9 AT POORHOUSE CREEK

DOBBINS AIR RESERVE BASE, GEORGIA

ATKINS ROAD SE

CONTRACT NUMBER: P15PC00467

PROJECT NUMBER: FGWB 16-0017

VICINITY MAP

LOCATION MAP

PROJECT LOCATION

APPLICABLE CODES & STANDARDS:

· UFC 3-120-01 Air Force Sign Standards

· UFC 3-201-01, Civil Engineering

· UFC 3-220-01, Geotechnical Engineering

· UFC 4-022-03, Security Fences and Gates

· Dobbins ARB Design Guide, August 2011

· Occupational Safety and Health Administration (OSHA)

· Additional standards and codes applicable to this project are referenced on drawings and in the written specifications.

PROJECT SUMMARY:

Dobbins Air Reserve Base (ARB) in Marietta, Georgia is the home of the 94th Airlift Wing which is part of the Air Force Reserve Command. It provides the Department of Defense exceptional C-130 Hercules training and combat-ready units ready to deploy on a short notice to support more than 10,000 guardsmen reservists and civilians at the world's largest joint Air Reserve Base.

This project includes the design of a new culvert debris structure at the existing culvert along Atkins Road SE, which carries flow from Poorhouse Creek. The project also includes armorflex in the maintenance access through Poorhouse Creek, road realignment and regrading along Atkins Road SE in the immediate vicinity of said culvert.

The road realignment and regrading will include a 50' turn radius at the intersection of Atkins Road SE and 1st Street SE, concrete curb and gutter, a combination of guardrails and jersey barriers, and a gabion spillway to capture runoff from the road.

SHEET INDEX:

CIVIL SITE PLANS

C-000 COVER SHEET

C-100 GENERAL NOTES

C-200 EXISTING CONDITIONS AND DEMOLITION PLAN

C-300 SITE PLAN

C-400 GRADING AND DRAINAGE PLAN

C-401 PROPOSED FLOOD PLAIN CONDITIONS

C-500 DRAINAGE PROFILES

C-600 BASIN MAP

C-601 OVERALL EXISTING TOPOGRAPHIC SURVEY

C-700-705 CONSTRUCTION DETAILS

EROSION CONTROL PLANS

ER-000 EROSION CONTROL COVER SHEET

ER-100 EROSION CONTROL NOTES

ER-200 EROSION CONTROL PLAN - INITIAL PHASE

ER-300 EROSION CONTROL PLAN - INTERMEDIATE PHASE

ER-400 EROSION CONTROL PLAN - FINAL PHASE

ER-500-502 EROSION CONTROL DETAILS

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FGWB 16-0017

A 2018-06-13 PHASE 1

PROJECT AREA

PROJECT AREAFLOOD STATEMENT:

A PORTION OF THIS PROJECT AREA LIES WITHIN ZONE AE, A FEDERAL FLOOD HAZARD AREA

GENERAL NOTES

REQUIRED ENGINEER'S INSPECTION

FEMA MAP

B 2018-08-31 65% DELIVERABLE

C 2018-12-07 95% DELIVERABLE

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GSWCC CERT # 2973

D 2019-02-20 1st COBB SUBMITTAL

2019-02-20

E 2019-04-19 100% DELIVERABLE

F 2019-11-13 100% DELIVERABLE

Attachment 2 , FA670320B0002

AutoCAD SHX Text 200 NORTH COBB PARKWAY, BLDG. 400, SUITE 413 MARIETTA, GA 30062 PHONE: (770) 971-5407 FAX: (770) 971-0620

AutoCAD SHX Text

24 HOUR CONTACT:

AutoCAD SHX Text

DEVON MITCHELL

AutoCAD SHX Text

TEL: (678)-655-3551

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1. THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES SHALL OCCUR PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 2. ALL WORK SHALL COMPLY WITH APPLICABLE FEDERAL, STATE AND LOCAL CODES. ALL WORK SHALL COMPLY WITH APPLICABLE FEDERAL, STATE AND LOCAL CODES. 3. ALL MATERIALS AND CONSTRUCTION METHODS TO BE IN ACCORDANCE WITH THE GEORGIA DEPARTMENT OF ALL MATERIALS AND CONSTRUCTION METHODS TO BE IN ACCORDANCE WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION, AS APPLICABLE. 4. DEVIATION FROM THESE PLANS AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT OF THE CONTRACTING OFFICER DEVIATION FROM THESE PLANS AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT OF THE CONTRACTING OFFICER MAY CAUSE THE WORK TO BE UNACCEPTABLE. 5. CONTRACTOR IS RESPONSIBLE FOR NOTIFICATIONS AND LIAISON WITH UTILITY COMPANIES IN THE PROCESS OF LOCATING, CONTRACTOR IS RESPONSIBLE FOR NOTIFICATIONS AND LIAISON WITH UTILITY COMPANIES IN THE PROCESS OF LOCATING, RELOCATION AND TIE-IN TO PUBLIC UTILITIES. ALSO, CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL INSPECTORS. 6. THERE MAY BE ADDITIONAL UTILITIES THAN THOSE SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY THERE MAY BE ADDITIONAL UTILITIES THAN THOSE SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR LOCATIONS SHOWN AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS AND NECESSARY INVERTS OF ALL UTILITIES WITHIN THE LIMITS OF CONSTRUCTION. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE DEPARTMENT OF THE UTILITY COMPANIES. 7. IF CONTRACTOR DAMAGES ANY EXISTING UTILITIES DURING CONSTRUCTION, HE SHALL, AT HIS OWN EXPENSE, REPLACE OR IF CONTRACTOR DAMAGES ANY EXISTING UTILITIES DURING CONSTRUCTION, HE SHALL, AT HIS OWN EXPENSE, REPLACE OR REPAIR THE UTILITIES TO ORIGINAL CONDITION AND QUALITY, AS APPROVED BY THE CONTRACTING OFFICER AND REPRESENTATIVE OF THE APPROPRIATE UTILITY COMPANY. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A MARKED-UP SET OF DESIGN DRAWINGS SHOWING ALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A MARKED-UP SET OF DESIGN DRAWINGS SHOWING ALL "AS-BUILT" CONDITIONS. THESE "RECORD DRAWINGS" SHALL BE MADE AVAILABLE TO THE CONTRACTING OFFICER UPON REQUEST. THE MARK-UPS SHALL BE AT THE SITE AT ALL TIMES AND SHALL BE UTILIZED BY THE CONTRACTOR TO DEVELOP FINAL RECORD DRAWINGS. 9. THE CONTRACTOR SHALL TELEPHONE TOLL FREE 1-800-282-7411 A MINIMUM OF 48 HOURS PRIOR TO THE START OF THE CONTRACTOR SHALL TELEPHONE TOLL FREE 1-800-282-7411 A MINIMUM OF 48 HOURS PRIOR TO THE START OF ANY EXCAVATION AS SHOWN AND NOTED ON THE PLANS FOR A UTILITY LOCATION SERVICE.

AutoCAD SHX Text AS PER THE GEORGIA DEPARTMENT OF NATURAL RESOURCES ENVIRONMENTAL PROTECTION DIVISION, NPDES GENERAL PERMITS FOR CONSTRUCTION ACTIVITY GAR100001, GAR100002, & GAR100003; PART IV, A., 7 REQUIRES THE EROSION CONTROL PLAN DESIGN PROFESSIONAL TO MAKE A SITE INSPECTION. FOR STAND ALONE PROJECTS THAT BEGIN CONSTRUCTION ACTIVITY AFTER THE EFFECTIVE DATE OF THIS PERMIT, THE PRIMARY PERMITEE MUST RETAIN THE DESIGN PROFESSIONAL WHO PREPARED THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN, EXCEPT WHEN THE PRIMARY PERMITEE HAS REQUESTED IN WRITING AND EPD HAS AGREED TO AN ALTERNATE DESIGN PROFESSIONAL, TO INSPECT THE INSTALLATION OF THE CONTROL MEASURES (BMP'S) WHICH THE DESIGN PROFESSIONAL DESIGNED WITHIN SEVEN (7) DAYS AFTER THE INITIAL CONSTRUCTION ACTIVITIES COMMENCE. FOR CONSTRUCTION ACTIVITIES WHERE CONSTRUCTION BEGAN ON OR BEFORE THE EFFECTIVE DATE OF THIS PERMIT, THE INSPECTION IS TO OCCUR WITHIN SEVEN (7) DAYS AFTER THE PLAN HAS BEEN IMPLEMENTED. THE DESIGN PROFESSIONAL SHALL DETERMINE IF THESE BMP'S HAVE BEEN INSTALLED AND ARE BEING MAINTAINED AS DESIGNED. THE DESIGN PROFESSIONAL SHALL REPORT THE RESULTS OF THE INSPECTION TO THE PRIMARY PERMITTEE WITHIN SEVEN (7) DAYS AND THE PERMITEE MUST CORRECT ALL DEFICIENCIES WITHIN TWO (2) BUSINESS DAYS OF RECEIPT OF THE INSPECTION REPORT FROM THE DESIGN PROFESSIONAL UNLESS WEATHER RELATED SITE CONDITIONS ARE SUCH THAT ADDITIONAL TIME IS REQUIRED ccarver esignature

Suite 200

Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

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F 2019-11-13 100% DELIVERABLE

AutoCAD SHX Text

24 HOUR CONTACT:

AutoCAD SHX Text

DEVON MITCHELL

AutoCAD SHX Text

TEL: (678)-655-3551

AutoCAD SHX Text GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE GEORGIA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS AND DETAILS DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS AND DETAILS (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 3. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE CONTRACTING OFFICER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE HE COMMENCES ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 5. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 6. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE CONTRACTING OFFICER AND NOTIFICATION TO THE ENGINEER. 7. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE CONTRACTING OFFICER DIRECTLY FROM THE TESTING AGENCY. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE CONTRACTING OFFICER A CERTIFIED RECORD SURVEY SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF GEORGIA GEORGIA DEPICTING THE ACTUAL FIELD LOCATION OF ALL CONSTRUCTED IMPROVEMENTS THAT ARE REQUIRED BY THE JURISDICTIONAL AGENCIES FOR THE CERTIFICATION PROCESS. ALL SURVEY COSTS WILL BE THE CONTRACTORS RESPONSIBILITY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE CONTRACTING OFFICER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE OF GEORGIA PROFESSIONAL LAND SURVEYOR WHOSE GEORGIA PROFESSIONAL LAND SURVEYOR WHOSE PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY THE CONTRACTING OFFICER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES CONTRACTING OFFICER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 11. CONTRACTOR IS TO HIRE A GEORGIA REGISTERED LAND SURVEYOR TO STAKE CONTRACTOR IS TO HIRE A GEORGIA REGISTERED LAND SURVEYOR TO STAKE AND LOCATED PROPERTY LINES WITHIN THE PROJECT LIMITS. CRITICAL AREAS SHOULD BE STAKED EVERY 50' TO 100'.

AutoCAD SHX Text PAVING, GRADING AND DRAINAGE NOTES 1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL BE IN ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH GEORGIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS AND STANDARDS (LATEST EDITION). 2. TRAFFIC CONTROL SHALL MEET THE REQUIREMENTS OF THE MANUAL OF TRAFFIC CONTROL SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 3. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 4. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 5. WHERE NEW PAVEMENT MEETS THE EXISTING PAVEMENT, THE CONTRACTOR WHERE NEW PAVEMENT MEETS THE EXISTING PAVEMENT, THE CONTRACTOR SHALL SAW CUT THE EXISTING PAVEMENT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT JOINT AND MATCH THE EXISTING PAVEMENT ELEVATION WITH THE PROPOSED PAVEMENT UNLESS OTHERWISE INDICATED. 6. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CONTRACTING OFFICER. ALL EARTHEN AREAS WILL BE SEEDED AND MULCHED AS SHOWN ON THE EROSION CONTROL PLAN. 7. ALL CUT OR FILL SLOPES SHALL BE 2 (HORIZONTAL) :1 (VERTICAL) MAXIMUM. ALL CUT OR FILL SLOPES SHALL BE 2 (HORIZONTAL) :1 (VERTICAL) MAXIMUM. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 9. THE CONTRACTOR SHALL TAKE ALL REQUIRED MEASURES TO CONTROL THE CONTRACTOR SHALL TAKE ALL REQUIRED MEASURES TO CONTROL TURBIDITY, INCLUDING BUT NOT LIMITED TO THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. 10. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 11. ALL CATCH BASINS, DROP INLETS OR OTHER DRAINAGE STRUCTURES SHALL ALL CATCH BASINS, DROP INLETS OR OTHER DRAINAGE STRUCTURES SHALL COMPLY WITH THE LATEST STANDARDS APPROVED AND PROMULGATED BY THE GEORGIA DEPARTMENT OF TRANSPORTATION IN STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES, LATEST EDITION 12. CONCRETE PIPE: FLAT BOTTOM AND CIRCULAR PIPE SECTIONS SHALL BE LAID CONCRETE PIPE: FLAT BOTTOM AND CIRCULAR PIPE SECTIONS SHALL BE LAID IN A PREPARED TRENCH WITH SOCKET ENDS POINTING UPSTREAM. SECTIONS MAY BE JOINED BY BITUMINOUS PLASTIC CEMENT JOINTS, RUBBER TYPE GASKET JOINTS, "O" RING GASKET JOINTS, OR PRE-FORMED PLASTIC GASKET JOINTS. IN BITUMINOUS PLASTIC CEMENT JOINTS, THE ANNULAR SPACE SHALL BE FILLED WITH JOINT MATERIAL, AND THE INSIDE OF EACH JOINT WIPED SMOOTH. RUBBER-TYPE, "O" RING, AND PRE-FORMED PLASTIC GASKET JOINTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 13. TRENCH CONSTRUCTION FOR STORM DRAINAGE PIPE SHALL BE IN TRENCH CONSTRUCTION FOR STORM DRAINAGE PIPE SHALL BE IN ACCORDANCE WITH STATE HIGHWAY STANDARD 1030D (OR MOST CURRENT). 14. THE DEPARTMENT OF TRANSPORTATION, STATE OF GEORGIA STANDARD PIPE THE DEPARTMENT OF TRANSPORTATION, STATE OF GEORGIA STANDARD PIPE CULVERTS NUMBER 1030D, LATEST EDITION SHALL BE USED IN DETERMINING THE CLASS OF REINFORCED CONCRETE PIPE OR GAUGE OF CORRUGATED STEEL PIPE OR TYPE 2 CORRUGATED ALUMINUM PIPE UNDER FILL AND THE METHOD OF BACKFILLING. 15. CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS.CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS.

AutoCAD SHX Text DEMOLITION NOTES 1. ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR SHALL BE ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR SHALL BE DISPOSED OF OFFSITE BY THE CONTRACTOR IN A LEGAL MANNER. 2. REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF EXISTING REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF EXISTING STRUCTURES, ETC., LOCATED WITHIN THE PROJECT SITE. UNLESS OTHERWISE NOTED, ALL EXISTING BUILDINGS, STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES, SIGNS, AND ALL APPURTENANCES ARE TO BE REMOVED FROM THE SITE BY THE CONTRACTOR AND PROPERLY DISPOSED OF IN A LEGAL MANNER AS PART OF THIS CONTRACT. SOME ITEMS TO BE REMOVED MAY NOT BE DEPICTED ON THE TOPOGRAPHIC SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE FULL EXTENT OF ITEMS TO BE REMOVED. IF ANY ITEMS ARE IN QUESTION, THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER PRIOR TO REMOVAL OF SAID ITEMS.

AutoCAD SHX Text EROSION CONTROL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 2. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 3. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED AS SOON AS PRACTICABLE. 4. STABILIZATION PRACTICES SHOULD BE INITIATED AS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN 7 DAYS WHERE CONSTRUCTION HAS TEMPORARILY CEASED. 5. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRED IN THESE AREAS. 6. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. 7. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED AS SOON AS POSSIBLE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. 9. ON-SITE & OFF SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE EROSION CONTROL PLAN AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 10. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 11. DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. 12. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, INCLUDING BACK FILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION.

AutoCAD SHX Text MAINTENANCE ALL MEASURES STATED ON THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION.

AutoCAD SHX Text 200 NORTH COBB PARKWAY, BLDG. 400, SUITE 413 MARIETTA, GA 30062 PHONE: (770) 971-5407 FAX: (770) 971-0620

AutoCAD SHX Text PAVING, GRADING AND DRAINAGE NOTES, (CONT'D) 16. EXISTING DRAINAGE STRUCTURES ARE TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 17. THE TYPE OF STORM PIPE SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS. 18. ALL MANHOLE STRUCTURES SHALL BE PRECAST CONCRETE PER ASTM C-478 UNLESS SPECIFIED OTHERWISE OR APPROVED OTHERWISE BY THE CONTRACTING OFFICER. 19. UTILITY TRENCHES SHALL BE DE-WATERED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER AND THE SPECIFICATIONS. APPROVED MEASURES SHALL BE TAKEN TO INSURE THE PROPER INSTALLATION OF THE PIPING SYSTEM. THE CONTRACTOR SHALL HOLD THE OWNER AND CONTRACTING OFFICER HARMLESS FOR ADDITIONAL COSTS FOR DE-WATERING AND BACKFILL LABOR AND MATERIALS. 20. ALL SLOPES IN EXCESS OF OR EQUAL TO 2:1 SHALL BE MATTED AND STAKED WITH EROSION CONTROL BLANKET AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

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Cah Cartecay fine sandy loam 0-2% slopes frequently flooded

LDF Wateree-Rock outcrop-Louisburg complex 15-45% slopes bouldery

MsE2 Madison and Pacolet soils 15-25% slopes eroded

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F 2019-11-13 100% DELIVERABLE

AutoCAD SHX Text

APPROXIMATE LAND LOT LINE

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N/F PID: 17070800010 ASHFORD RETREAT LLC 2121 WINDY HILL RD DB. 15494 PG. 5961

AutoCAD SHX Text N/F PID: 17066000140 CROWN TRANSMISSIONS INC 2070 AIRPORT INDUSTRIAL PARK DR DB. 10825 PG. 252

AutoCAD SHX Text N/F PID: 17066000110 JBE REALTY HOLDINGS LLLP 208 AIRPORT INDUSTRIAL PARK DR DB. 15190 PG. 1156

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APPROXIMATE LAND LOT LINE

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EXISTING ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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GRAVEL DIRVE

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AutoCAD SHX Text 7.2'x6.0' BOX CULVERT INV: 941.57

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24" RCP INV: 946.63

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EXISTING TRASH RACK TO BE REMOVED

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EXISTING TEMPORARY FENCING

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24 HOUR CONTACT:

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DEVON MITCHELL

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TEL: (678)-655-3551

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SCALE IN FEET

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AutoCAD SHX Text 200 NORTH COBB PARKWAY, BLDG. 400, SUITE 413 MARIETTA, GA 30062 PHONE: (770) 971-5407 FAX: (770) 971-0620

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PROPERTY LINE

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AutoCAD SHX Text P

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AutoCAD SHX Text N/F PID: 17066000140 CROWN TRANSMISSIONS INC 2070 AIRPORT INDUSTRIAL PARK DR DB. 10825 PG. 252

AutoCAD SHX Text EX 7.2'x6.0' BOX CULVERT TO REMAIN INV: 941.57

AutoCAD SHX Text EX 7.2'x6.0' BOX CULVERT TO REMAIN INV: 941.89

AutoCAD SHX Text EX 7.2'x6.0' BOX CULVERT TO REMAIN INV: 941.87

AutoCAD SHX Text EX 6.0'x7.2' BOX CULVERT TO REMAIN INV: 941.54

AutoCAD SHX Text GABION MATTRESS W/ GALVANIZED BASKETS AS MANUFACTURED BY MODULAR GABION SYSTEMS OR APPROVED EQUAL

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TIE INTO EXISTING PAVEMENT

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BEGIN 5' TRANSITION TO 24" CURB & GUTTER

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TIE INTO EXISTING PAVEMENT

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5' TRANSITION TO END 24" CURB & GUTTER

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5' TRANSITION TO END 24" CURB & GUTTER

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GRAVEL MAINTENANCE ACCESS

AutoCAD SHX Text PROPOSED "T" BEAM GUARDRAIL FOR BRIDGE CONNECTION (SEE GDOT STD 4382 ON SHEET C-703 FOR DETAIL)

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PROPOSED DEBRIS RACK

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CONCRETE DRIVEWAY APRON SEE DETAIL SHEET C-704

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DEBRIS STOCKPILE

AutoCAD SHX Text PROPOSED TYPE 12B GUARDRAIL TERMINAL (SEE GDOT STD 4384 ON SHEET C-703 FOR DETAIL)

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PROPOSED TYPE 1 GUARDRAIL ANCHOR (SEE GDOT STD 4383 ON SHEET C-704 FOR DETAIL)

AutoCAD SHX Text PROPOSED TYPE 12B PRE-CURVED GUARDRAIL TERMINAL (SEE GDOT STD 4384 ON SHEET C-703 FOR DETAIL)

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PROPOSED TYPE 1 GUARDRAIL ANCHOR (SEE GDOT STD 4383 ON SHEET C-704 FOR DETAIL)

AutoCAD SHX Text PROPOSED "T" BEAM GUARDRAIL FOR BRIDGE CONNECTION (SEE GDOT STD 4382 ON SHEET C-703 FOR DETAIL)

AutoCAD SHX Text PROPOSED "T" BEAM GUARDRAIL FOR BRIDGE CONNECTION (SEE GDOT STD 4382 ON SHEET C-703 FOR DETAIL)

AutoCAD SHX Text PROPOSED "T" BEAM GUARDRAIL FOR BRIDGE CONNECTION (SEE GDOT STD 4382 ON SHEET C-703 FOR DETAIL)

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NEW COMMUNICATIONS POLE ON EXISTING AERIAL LINE

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TIE PROPOSED SECURITY FENCE INTO EXISTING FENCE

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EXISTING AERIAL COMMUNICATIONS LINE TO BE RELOCATED

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PROPOSED UNDERGROUND COMMUNICATIONS LINE

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CONCRETE BARRIER TP. S-1, GDOT 4941A SEE SHEET C-703 TYPICAL BOTH SIDES OF ROAD

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DOUBLE 6' GATE

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PROPOSED SECURITY FENCE

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CONCRETE BARRIER TP. S-1, GDOT 4941A SEE SHEET C-703 TYPICAL BOTH SIDES OF ROAD

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GRAVEL MAINTENANCE ACCESS

AutoCAD SHX Text PROPOSED "T" BEAM GUARDRAIL FOR BRIDGE CONNECTION (SEE GDOT STD 4382 ON SHEET C-703 FOR DETAIL)

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PROPERTY LINE

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CULVERT SWING GATE SECURITY FENCE SEE SHEET C-705 FOR DETAIL

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24 HOUR CONTACT:

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DEVON MITCHELL

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TEL: (678)-655-3551

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SCALE IN FEET

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PROPERTY AND EXISTING R/W LINE

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JERSEY BARRIER

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GUARDRAIL

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TRASH RACK

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LIMITS OF DISTURBANCE

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GRAVEL

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CONCRETE

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ARMORFLEX

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GABION

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FENCE

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STREAM BUFFER

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STREAM BANK

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STREAM CENTERLINE

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TOP OF BANK

AutoCAD SHX Text IF ANY CONFLICTS, DISCREPANCIES OR OTHER UNSATISFACTORY CONDITIONS ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD CONDITIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED. CONTRACTOR IS TO HIRE A GEORGIA REGISTERED LAND SURVEYOR TO STAKE AND LOCATE PROPERTY LINES WITHIN THE PROJECT LIMITS. CRITICAL AREAS SHOULD BE STAKED EVERY 50' TO 100'.

AutoCAD SHX Text 200 NORTH COBB PARKWAY, BLDG. 400, SUITE 413 MARIETTA, GA 30062 PHONE: (770) 971-5407 FAX: (770) 971-0620

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FEMA 100 YR FLOODPLAIN

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REMOVE AND REPLACE FENCE

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3400 Blue Springs Road, Suite 200

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770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

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F 2019-11-13 100% DELIVERABLE

INSERT "A"

SEE INSERT "A"

(THIS SHEET)

NOTES:

AutoCAD SHX Text N/F PID: 17066000140 CROWN TRANSMISSIONS INC 2070 AIRPORT INDUSTRIAL PARK DR DB. 10825 PG. 252

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FEMA 100 YR FLOOD ELEV. 954

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FEMA 100 YR FLOOD ELEV. 954

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FEMA 100 YR FLOOD ELEV. 954

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PROPOSED FLOOD PLAIN REPLACEMENT LINE

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24 HOUR CONTACT:

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DEVON MITCHELL

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TEL: (678)-655-3551

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SCALE IN FEET

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1. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY LAND DISTURBING ACTIVITIES. 2. AREAS TO BE GRADED ARE TO BE STRIPPED, CLEARED AND GRUBBED PRIOR TO COMMENCING GRADING OPERATIONS. TOPSOIL SHALL BE STOCKPILED IN SUCH A MANNER AS TO NOT CONTAMINATE STRUCTURAL FILL. 3. NO SOIL FOUND ON THE SITE OR TRANSPORTED TO THE SITE WHICH IS CONTAMINATED SHALL BE USED FOR FILL, BACKFILL OR LANDSCAPING TOPSOIL. 4. ONCE DESIGNATED AREAS ARE STRIPPED, AT GRADE AREAS AND AREAS THAT ARE TO RECEIVE FILL SHALL BE PROOFROLLED WITH A HEAVILY LOADED DUMP TRUCK OR OTHER RUBBER-TIRED CONSTRUCTION EQUIPMENT. ANY MATERIAL THAT DEFLECTS EXCESSIVELY, WHICH CANNOT BE DENSIFIED BY CONTINUED ROLLING SHOULD BE UNDERCUT TO A MORE STABLE SOIL BEFORE PLACING FILL MATERIAL. 5. MAXIMUM PROPOSED CUT AND FILL SLOPES SHALL BE 2' HORIZONTAL: 1' VERTICAL. 6. ALL CATCH BASINS, DROP INLETS OR OTHER DRAINAGE STRUCTURES SHALL COMPLY WITH THE LATEST STANDARDS APPROVED AND PROMULGATED BY THE GEORGIA DEPARTMENT OF TRANSPORTATION IN STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES, LATEST EDITION.

AutoCAD SHX Text THIS PROPERTY IS LOCATED IN A 100 YEAR FLOOD HAZARD AREA BASED ON THE FLOOD INSURANCE RATE MAP FOR THIS AREA. THE MAP NUMBER FOR THIS AREA IS 13067C0119H AND THE DATE OF 13067C0119H AND THE DATE OF AND THE DATE OF SAID MAP IS MARCH 4, 2013.MARCH 4, 2013..

AutoCAD SHX Text IF ANY CONFLICTS, DISCREPANCIES OR OTHER UNSATISFACTORY CONDITIONS ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD CONDITIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.

AutoCAD SHX Text

MILL ASPHALT EDGE FOR TIE-IN TO EXISTING PAVEMENT

AutoCAD SHX Text

MILL ASPHALT EDGE FOR TIE-IN TO EXISTING PAVEMENT

AutoCAD SHX Text 200 NORTH COBB PARKWAY, BLDG. 400, SUITE 413 MARIETTA, GA 30062 PHONE: (770) 971-5407 FAX: (770) 971-0620

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PROPERTY AND EXISTING R/W LINE

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LAND LOT LINE

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JERSEY BARRIER

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GUARDRAIL

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TRASH RACK

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LIMITS OF DISTURBANCE

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GRAVEL

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CONCRETE

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ARMORFLEX

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GABION

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FENCE

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STORM PIPE

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UNDERGROUND ELECTRIC

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ASPHALT PAVING

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STREAM BUFFER

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STREAM BANK

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STREAM CENTERLINE

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TOP OF BANK

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FEMA 100 YR FLOODPLAIN

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FLOOD REPLACEMENT LINE

AutoCAD SHX Text TOTAL LIMITS OF DISTURBANCE 70,143 S.F. (1.61 ACRES) UPSTREAM TEMPORARY IMPACT 520 S.F. (0.0119 ACRES) 520 S.F. (0.0119 ACRES) UPSTREAM PERMANENT IMPACT 5 S.F (O.OOO1 ACRES) 5 S.F (O.OOO1 ACRES) ACRES) ACRES) ARMORFLEX WITHIN STREAM 98 S.F. (0.0022 ACRES)

AutoCAD SHX Text

(11) "H" IRON PILE @0.45 S.F. EA.

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LOD

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SCALE: 1" = 10'

AutoCAD SHX Text CONTRACTOR IS TO SAW-CUT AND REMOVE THE SHADED PORTIONS OF THE EXISTING HEADWALL AND APRON (AS SHOWN). IT IS THE CONTRACTOR'S RESPONSIBILITY TO REFER TO GDOT STDS. NO. 2326 & NO. 2332 FOR ASSUMED CONSTRUCTION OF THE EXISTING CULVERT DURING THE BID TO EVALUATE THE SCOPE OF WORK TO REMOVE THE PORTION OF THE EXISTING HEADWALL AND APRON CURRENTLY EXTENDING BEYOND THE DARB PROPERTY LINE.

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EXISTING HEADWALL & APRON

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DARB PROPERTY LINE

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DARB PROPERTY LINE

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3400 Blue Springs Road, Suite 200

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770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

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FLOOD PLAIN VOLUME REPLACEMENT

ROAD CONSTRUCTION EARTH WORK NUMBER IN FLOOD PLAIN

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EARTH WORK NUMBER FOR FLOOD PLAIN VOLUME REPLACEMENT

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F 2019-11-13 100% DELIVERABLE

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APPROXIMATE LAND LOT LINE

AutoCAD SHX Text N/F PID: 17066000140 CROWN TRANSMISSIONS INC 2070 AIRPORT INDUSTRIAL PARK DR DB. 10825 PG. 252

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APPROXIMATE LAND LOT LINE

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FLOOD PLAIN ELEVATION 954'

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LIMITS OF FLOOD PLAIN REPLACEMENT LINE ELEVATION 954'

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24 HOUR CONTACT:

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DEVON MITCHELL

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TEL: (678)-655-3551

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SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 200 NORTH COBB PARKWAY, BLDG. 400, SUITE 413 MARIETTA, GA 30062 PHONE: (770) 971-5407 FAX: (770) 971-0620

Suite 200

Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

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2019-02-20

E 2019-04-19 100% DELIVERABLE

NOTE:

F 2019-11-13 100% DELIVERABLE

AutoCAD SHX Text

LOCAL LOW POINT

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EXISTING CULVERT CROSSING

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PROPOSED STORM CROSSING

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GABION MATTRESS

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GABION BASKET

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PROPOSED GRADE

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PROPOSED GRADE

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GABION BASKET

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GABION CENTERLINE

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PROPOSED GRADE

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EXISTING GRADE

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- EXISTING BOX CULVERT -

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ATKINS ROAD SE

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34" EXPANSION JOINT MATERIAL

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TP S-1 CONCRETE BARRIER GDOT STANDARD 4941A ON SHEET C-703

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16OZ NON-WOVEN FABRIC UNDERNEATH CONCRETE BARRIER (TYP.)

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4" THICK CONCRETE

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EXISTING PARAPET OF THE EXISTING BOX CULVERT

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PROPOSED GRADE

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EXISTING GRADE

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FEMA 100 YR FLOOD ELEV. 954

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STREAM

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25' STATE BUFFER

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GABION MATTRESS

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PROPERTY LINE

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WETLANDS

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ROAD

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EDGE OF ROADWAY

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RIPRAP

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GABION BASKET

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FENCE

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24 HOUR CONTACT:

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DEVON MITCHELL

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TEL: (678)-655-3551

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EXISTING GRADE

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LEGEND

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PROPOSED GRADE

AutoCAD SHX Text 200 NORTH COBB PARKWAY, BLDG. 400, SUITE 413 MARIETTA, GA 30062 PHONE: (770) 971-5407 FAX: (770) 971-0620

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GABION MATTRESS AND BASKET CROSS-SECTION

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B-B BARRIER WALL SECTION DETAIL

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*SEE BARRIER WALL DETAIL BELOW FOR ENLARGED SECTION

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HORIZ. SCALE: 1"=20'

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VERT. SCALE: 1"=

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1. CONTRACTOR TO PROVIDE LAYOUT SHOP DRAWINGS AND DETAILS FOR GABION MATTRESS AND BASKETS.

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3400 Blue Springs Road, Suite 200

Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

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F 2019-11-13 100% DELIVERABLE

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24 HOUR CONTACT:

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DEVON MITCHELL

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TEL: (678)-655-3551

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SCALE IN FEET

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AutoCAD SHX Text 200 NORTH COBB PARKWAY, BLDG. 400, SUITE 413 MARIETTA, GA 30062 PHONE: (770) 971-5407 FAX: (770) 971-0620

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3400 Blue Springs Road, Suite 200

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770.529.7714 (p)

770.529.7716 (f) www.croftae.com

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F 2019-11-13 100% DELIVERABLE

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DITCH

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AutoCAD SHX Text 6.0'x7.2' BOX CULVERT INV:941.57

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EX FENCE

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24" RCP INV: 946.55

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24" RCP INV: 946.63

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APPROXIMATE POORHOUSE CREEK

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STREAM

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N/F PID: 17070800010 ASHFORD RETREAT LLC

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N/F PID: 17063600010 U.S. GOVERNMENTGOVERNMENT

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N/F PID: 17063700010 U.S. GOVERNMENTGOVERNMENT

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N/F PID: 17066000140 CROWN TRANSMISSIONS INC

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N/F PID: 17066000210 IMAL INC

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N/F PID: 17066000270 YAZDI ALI M & SHERRY

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N/F PID: 17066000110 JBE REALTY HOLDINGS LLLP

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N/F PID: 17066000100 PID: 17066000260 SNAPFINGER PROPERTIES OF MARIETTA LLC

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N/F PID: 17066000010 MARIETTA INTERSTATE PROPERTIES INC

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N/F PID: 17066000240 2060 AIRPORT INC.

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24 HOUR CONTACT:

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DEVON MITCHELL

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TEL: (678)-655-3551

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SCALE IN FEET

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AutoCAD SHX Text 200 NORTH COBB PARKWAY, BLDG. 400, SUITE 413 MARIETTA, GA 30062 PHONE: (770) 971-5407 FAX: (770) 971-0620

SEE DETAIL "A"

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CHANNEL BAND

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Croft & Associates

3400 Blue Springs Road, Suite 200

Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

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AutoCAD SHX Text 8"x36 "H" PILE @2'-3" OC (ALONG 25'± ARC)DRIVE TO LEVEL WITH END OF EXISTING WING WALL ELEVATION

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EXISTING CONCRETE WING WALL

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EXISTING CONCRETE PARAPET WALL

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"H" IRON PILE SUPPORT

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CENTER OF EXISTING CONCRETE PARAPET (FACE OF WALL)

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EXISTING CONCRETE WING WALL

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ARC RADIUS = 25'±

AutoCAD SHX Text 4"x4"x3/4" ANGLE IRON ANCHOR TO EXISTING WING WALL AND PARAPET WALL (SEE SECTION B - B)

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"H" PILE SUPPORT

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FLOW

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SEE MISCELLANEOUS DETAILS & SECTIONS (SEE SHEET C-700)

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PAD LOCK LOCATION

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"H" PILES @2'-3" OC (ALONG 25'± ARC)

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EXISTING CONCRETE PARAPET WALL

AutoCAD SHX Text EXISTING (2) 7.2'x6' BOX CULVERTS

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3/4" REBAR @ 1'-0" O.C.E.W. ON SLOPE

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3/4" REBAR @ 1'-0" O.C.E.W.

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EXISTING GROUND (CREEK BOTTOM)

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"H" PILE SUPPORT

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3/4" REBAR @ 1'-0" O.C.

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