THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
SITE DEVELOPMENT PLANS
TM
SITE CIVIL AND CONSULTING ENGINEERING
LAND SURVEYING
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
FOR PROGRAM MANAGEMENT
LANDSCAPE ARCHITECTURE
SUSTAINABLE DESIGN
PERMITTING SERVICES
© BOHLER
TRANSPORTATION SERVICES
REVISIONS
DRAWN BY
REV DATE COMMENT CHECKED BY
COUNTY FIRE KD
1 2026-02-26
COMMENTS BAB
PROPOSED
DUNWOODY HIGH SCHOOL
FOOTBALL STADIUM
5035 VERMACK RD
DUNWOODY, GA 30338
PARCEL ID: 18 368 09 015
LOCAL JURISDICTION: CITY OF DUNWOODY
FIRM PANEL # 13089C0005K
REFERENCES AND CONTACTS
REFERENCES Sheet List Table
¨BOUNDARY & TOPOGRAPHIC SURVEY:
MCFARLAND-DYER & ASSOCIATES Sheet Number Sheet Title
4174 SILVER PEAK PARKWAY
SUWANEE, GEORGIA 30024 C-101 COVER SHEET
DATED: 10/16/19
JOB # /SURVEY JOB # 19-0602 C-102 GENERAL NOTES AND LEGEND
ELEVATIONS: DETERMINED BY A TRIMBLE R6, C-201 EXISTING CONDITIONS AND DEMOLTION PLAN
MODEL #4 GPS AND ADJUSTED TO GEOID03 -
NAD83 C-301 SITE PLAN
¨SITE/GRADING/HARDSCAPE PLAN: C-401 GRADING AND DRAINAGE PLAN
MSD LANDSCAPE ARCHITECTURE
2090 DUNWOODY CLUB DR C-410 DRAINAGE PROFILES
SUITE 106-41
ATLANTA, GA 30350 C-420 DRAINAGE DETAILS
DATED: 10/23/25
C-421 DRAINAGE DETAILS
¨ARCHITECTURAL PLAN: C-501 UTILITY PLAN
BIANCHI ARCHITECTURE
309 EAST PACES FERRY RD C-503 FIRE FLOW TEST RESULTS
SUITE 400
ATLANTA, GA 30305 C-502 FIRE ACCESS PLAN
DATED: 10/16/25
C-510 UTILITY PROFILES
GEORGIA
GOVERNING AGENCIES C-520 UTILITY DETAILS YOU MUST CALL 811 BEFORE ANY EXCAVATION
WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
¨PLANNING & ZONING C-801 E&SC PLAN PHASE 1 1-800-282-7411
CITY OF DUNWOODY www.georgia811.com
4800 ASHFORD DUNWOODY RD C-802 E&SC PLAN PHASE 2
DUNWOODY, GA 30338
PHONE: (678) 382-6700 C-803 E&SC PLAN PHASE 3
ISSUED FOR MUNICIPAL &
¨BUILDING DEPARTMENT C-804 EROSION AND SEDIMENT CONTROL NOTES
CITY OF DUNWOODY
AGENCY REVIEW & APPROVAL
4800 ASHFORD DUNWOODY RD C-805 EROSION AND SEDIMENT CONTROL NOTES
DUNWOODY, GA 30338 THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
PHONE: (678) 382-6700 C-806 EROSION AND SEDIMENT CONTROL NOTES REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
¨STORMWATER DEPARTMENT C-807 EROSION AND SEDIMENT CONTROL DETAILS
CITY OF DUNWOODY PROJECT No.: GAA250127.00-0A
4800 ASHFORD DUNWOODY RD
C-808 EROSION AND SEDIMENT CONTROL DETAILS
DRAWN BY: KD
DUNWOODY, GA 30338
C-809 EROSION AND SEDIMENT CONTROL DETAILS CHECKED BY: BAB
PHONE: (678) 382-6700
DATE: 12\05\2025
¨FIRE DEPARTMENT CAD I.D.: P-CIVL-CNDS
DEKALB COUNTY FIRE MARSHAL DIVISION
1950 W. EXCHANGE PLACE
TUCKER, GA 30084
PROJECT:
PHONE: (404) 371-4457
SITE
DEVELOPMENT
THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, PLANS
HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR
DERIVED FROM THESE DOCUMENTS, BY OTHERS. LOCATION MAP FOR
SCALE: 1" = 2,000'
SOURCE: @2025 MICROSOFT CORPORATION
@2025 TOMTOM
SCOPE OF WORK
WETLAND CERTIFICATION
THE SCOPE OF WORK FOR THIS LAND DISTURBANCE PERMIT IS THE
THE DESIGN PROFESSIONAL, WHOSE SEAL APPEARS HEREON, CERTIFIES THE FOLLOWING: ESTABLISHMENT OF EROSION CONTROL MEASURES AROUND THE
DUNWOODY
PROPOSED LIMITS OF DISTURBANCE (LOD), DEMOLITION OF EXISTING SITE
(1) THE NATIONAL WETLAND INVENTORY MAPS HAVE BEEN CONSULTED; AND HIGH SCHOOL
FEATURES WITHIN THE LOD, AND THE CONSTRUCTION AND MODIFICATION
FOOTBALL STADIUM
(2) THE APPROPRIATE PLANS SHEET [C-201] DOES NOT INDICATE AREAS OF UNITED STATES OF NEW AND EXISTING UTILITY AND DRAINAGE INFRASTRUCTURE.
VERTICAL STRUCTURES ARE TO BE PERMITTED SEPARATELY. A FUTURE 5035 VERMACK RD
ARMY CORPS OF ENGINEERS JURISDICTIONAL WETLANDS AS SHOWN ON THE MAPS LAND DISTURBANCE PERMIT IS ANTICIPATED TO ALLOW FOR THE DUNWOODY, GA 30338
CONSTRUCTION OF THE NECESSARY HARDSCAPES FOR ACCESSIBILITY. DEKALB COUNTY, GEORGIA
CITY OF DUNWOODY NOTES OWNER
TM
1. IT IS THE PRIMARY PERMITTEE’S RESPONSIBILITY TO BE IN COMPLIANCE WITH DEKALB BOARD OF EDUCATION
1701 MOUNT INDUSTRIAL BLVD
APPLICABLE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) STONE MOUNTAIN, GA 30083 211 PERIMETER CENTER PKWY NE,
M:\GA\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-GAA250127.00-0A----->LAYOUT: C-101 COVER SHEET
PERMIT AND CLEAN WATER ACT REQUIREMENTS, INCLUDING THE REQUIREMENT (678) 676-1200 SUITE 425
ATLANTA, GEORGIA 30346
THAT THE NOI BE SUBMITTED TO EPD AT LEAST 14 DAYS PRIOR TO ANY LAND Phone: (678) 695-6800
DISTURBING ACTIVITIES OCCURRING. GA@BohlerEng.com
2. FOLLOWING INSTALLATION OF ALL ES&PC BMPS AND PRIOR TO BEGINNING
RG
CONSTRUCTION, INCLUDING DEMOLITION, CONTACT MIKE MORGAN
E EOG I ST ERE I
(MIKE.MORGAN@DUNWOODYGA.GOV) AND PHIL SERRIAN G R D A
(PHILLIP.SERRIAN@DUNWOODYGA.GOV) VIA EMAIL TO SCHEDULE A No. PE043191
PRECONSTRUCTION MEETING. PROFESSIONAL
02/26/2026 ND
BRE
3. AT THE END OF CONSTRUCTION THE CONTRACTOR MUST SCHEDULE BOTH FINAL
NG R
I NEE
E LA
BUILDING AND SITE INSPECTIONS. THE PERMIT WILL REMAIN OPEN AND THE T T
CONTRACTOR WILL BE RESPONSIBLE FOR THE SITE UNTIL FINAL INSPECTIONS HAVE A . B UC K
BEEN COMPLETED. PREPARED BY SHEET TITLE:
4. THE LAND DISTURBING ACTIVITIES PERMIT MUST BE POSTED IN A PROMINENT
LOCATION VISIBLE FROM A PUBLIC ROADWAY.
5. A SET OF APPROVED PLANS MUST BE KEPT ON THE SITE THROUGHOUT COVER
CONSTRUCTION. SHEET
SHEET NUMBER:
GENERAL NOTE:
C-101
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
CONTACT: BRETT BUCKLAND, P.E.
Feb 26, 2026
FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES.
KD
BBUCKLAND@BOHLERENG.COM REVISION 1 - 2026-02-26
LANDSCAPE AREA
STANDARD LSA
PROP LINE LEGEND
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
GENERAL NOTES (Rev. 1/2023) DEMOLITION NOTES (Rev. 1/2023) GRADING NOTES (Rev. 1/2023) MAX MAXIMUM TM
ABBREVIATIONS MATCH EXISTING
PROPERTY LINE
ME
1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER, LLC 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT FOR ENTIRE PLAN SET RIGHT-OF-WAY LINE
(HEREIN “BOHLER”) PRIOR TO THE DATE ON WHICH THE PROFESSIONAL OF RECORD AND BOHLER PREPARED THESE PLANS. THE CONTRACTOR MUST DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY MECHANICAL, ELECTRICAL,
FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY MEP INTERIOR PROPERTY LINE
AMERICAN ASSOCIATION OF AND PLUMBING
SITE CIVIL AND CONSULTING ENGINEERING
SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. AASHTO STATE HIGHWAY AND
2. THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE CONTRACTOR MUST 2. THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM 2. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS MH MANHOLE LEASE LINE
TRANSPORTATION OFFICIALS
ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN
REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THE REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND AC ACRE / ACRES MIN MINIMUM EASEMENT LINE
LAND SURVEYING
NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE 3. WHEN DEMOLITION-RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT. AD AREA DRAIN MJ MECHANICAL JOINT SETBACK LINE
DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL 3. THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF-SITE
CONSTRUCTION. HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE ACCESSIBLE / AMERICANS MANUAL ON UNIFORM TRAFFIC LIMIT OF WORK LOW
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
MUTCD
PROGRAM MANAGEMENT
3. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE PROFESSIONAL OF RECORD AND BOHLER THAT REGULATIONS. PROFESSIONAL OF RECORD, BOHLER AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK. ADA CONTROL DEVICES
WITH DISABILITIES ACT
THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. 4. THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY 4. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT LIMIT OF DISTURBANCE LOD
THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN. ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION AG ABOVE GROUND NATIONAL OCEANIC AND
4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE NOAA ATMOSPHERIC SAWCUT LINE
LANDSCAPE ARCHITECTURE
A. THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES
OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. PROFESSIONAL OF RECORD AND BOHLER, IN WRITING. APPROX APPROXIMATE ADMINISTRATION
CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO 5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS
OVERHEAD WIRE OH
B. THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS, METHODS, SEQUENCING,
CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS, METHODS, SEQUENCING, AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ARCH ARCHITECTURAL NATIONAL RESOURCE
NRCS ELECTRIC LINE E
CONSERVATION SERVICE
SUSTAINABLE DESIGN
APPROVALS ON SITE AT ALL TIMES. TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE
5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS AND FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE ASPH ASPHALT
OPERATIONS AND TELEPHONE LINE T
CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC. WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE O&M
STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE 5. THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AREA SUBJECT TO MAINTENANCE
ASSF CABLE LINE C
PERMITTING SERVICES
CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STORMWATER FLOWAGE
OC ON CENTER
6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE GAS LINE G
ASSOC ASSOCIATION
© BOHLER
MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL, REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD OUTLET CONTROL
ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE-DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE OCS STORM SEWER
BC BOTTOM OF CURB STRUCTURE
TRANSPORTATION SERVICES
AND PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK
PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 6. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE BF BASEMENT FLOOR OGS OIL AND GRIT SEPARATOR SANITARY MAIN 12" OR GREATER
7. CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOR EXACT CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS,
LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR BIO BIOGARDEN ORD ORDINANCE SANITARY MAIN S
8. THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OF NEAR TO THE SAME. ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO.
CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, IF ANY CONFLICTS, 7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION 6. IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING BIT BITUMINOUS PA / POA POINT OF ANALYSIS SANITARY LATERAL SL
DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD
CONTRACTOR FOR WORK WHICH HAS TO BE RE-DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR AND BOHLER, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S). BK BLOCK PC POINT OF CURVATURE SANITARY FORCE MAIN FM
THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING PROFESSIONAL OF RECORD AND BOHLER WRITTEN NOTIFICATION OF SAME AND (B) MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF 7. THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE
PROFESSIONAL OF RECORD AND BOHLER, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA. PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS. BL BASELINE POINT OF CURVATURE, CURB WATER MAIN 12" OR GREATER
PCCR
ADDITIONAL WORK. 8. PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, RETURN
WATER MAIN W
9. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE
DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE
RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR
QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD
ACCESSIBILITY DESIGN GUIDELINES (Rev. 1/2023)
BLDG BUILDING
PERF PERFORATED
REVISIONS
GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT BM BENCH MARK WATER LATERAL WL
PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE PROFESSIONAL OF
PG PROPOSED GRADE
OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE RECORD AND BOHLER, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE PROFESSIONAL OF 1. ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE
BRL BUILDING RESTRICTION LINE WATER FIRE LINE F DRAWN BY
CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. RECORD AND BY BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET
PI POINT OF INTERSECTION REV DATE COMMENT CHECKED BY
10. THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS
FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
11. WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH 9.
RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES.
THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS 2.
TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED.
THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND
BVW
BORDERING VEGETATIVE
WETLAND POG POINT OF GRADE PROP SYMBOL LEGEND 1 2026-02-26
COUNTY FIRE
COMMENTS
KD
BAB
THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED CONSISTENCY WITH INDUSTRY GUIDELINES. PP POLYPROPYLENE PIPE TYPICAL SIGN
CB CATCH BASIN
STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES 3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA)
RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM CUBIC FEET PROP PROPOSED TYPICAL BOLLARD
CF
PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE
REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, 10. PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST: BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE CI CURB INLET PT POINT OF TANGENCY UTILITY POLE WITH LIGHT
THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL A. OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE PROFESSIONAL OF RECORD AND NOT LIMITED TO THE FOLLOWING:
LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. CIT CHANGE IN TYPE POINT OF TANGENCY, CURB UTILITY POLE
12. PROFESSIONAL OF RECORD AND BOHLER ARE NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO WORK. B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS
PTCR
RETURN
LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. B. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST CL CENTER LINE TYPICAL LIGHT
13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT POINT OF VERTICAL
PVI WATER HYDRANT
DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO C. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE CMP CORRUGATED METAL PIPE INTERSECTION
ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT SAID CONTROLS UNTIL SITE IS STABILIZED RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH.
CONTRACTOR'S SOLE COST AND EXPENSE. D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE-CALL DAMAGE PROTECTION SYSTEM FOR VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT C/O CLEAN OUT PVMT PAVEMENT CLEANOUT C/O
14. THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED.
CONC CONCRETE POINT OF VERTICAL
WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY C. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PVT
TANGENCY
SANITARY MANHOLE S
FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES,
BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT CONN CONNECTION
R RADIUS / RADII
INVOLVED WITH THE PROJECT. NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE
COORDINATE
STORM MANHOLE D
15. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS F. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES. COORD
RIGHT-OF-WAY /
SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, DEMOLITION ACTIVITIES. D. ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST R/W
AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG CPP CORRUGATED PLASTIC PIPE RIGHTS-OF-WAY WATER METER WM
16. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE (48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT RCP REINFORCED CONCRETE PIPE
CY CUBIC YARD WATER VALVE
TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE PROFESSIONAL OF RECORD'S OR BOHLER EXCEED A SLOPE OF 1:12 (8.3%).
17. THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER E. DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH RD ROOF DRAIN GAS VALVE
DEC DECORATIVE GV
DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE.
ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED DEPARTMENT OF REGS REGULATIONS T-#
CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK" BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER DEP TEST PIT
ENVIRONMENTAL PROTECTION
ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF, AND TO THE AFFECTED REFERENCES INCORPORATED BY CODE). RELO TO BE RELOCATED
OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO DET DETENTION B-#
THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING REQ REQUIRED BORING
REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR THE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR DIA DIAMETER
MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST RET RETENTION
START OF CONSTRUCTION. OWNER, PROFESSIONAL OF RECORD AND BOHLER, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD DMH DRAINAGE MANHOLE
18. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR COMPLIANT REMOVAL OF SAME. CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING RET RETAINING WALL
JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE PROFESSIONAL OF RECORD AND BOHLER HAVE NOT BEEN 11. THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE DOM DOMESTIC WALL
RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF PROFESSIONAL OF RECORD'S AND FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES.
BOHLER SERVICES AS RELATED TO THE PROJECT. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF DEPARTMENT OF RETO TO BE RETURNED TO OWNER
DOT
ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME. STRUCTURAL OR GEOTECHNICAL ENGINEER. ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE TRANSPORTATION RAIN GARDEN
19. THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER , ANY DISCREPANCIES THAT MAY OR 12. DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY
RG
COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON-CONFORMING CONCRETE AND/OR PAVEMENT DP DESIGN POINT
S SLOPE
WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE WITH JURISDICTION. SURFACES.
CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER FOR ANY AND ALL DAMAGES, COSTS, 13. THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL 4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS DWL DASHED WHITE LINE
SAN SANITARY SEWER
INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION.
THIRD PARTY AND FIRST PARTY CLAIMS. NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED DYL DOUBLE YELLOW LINE
SOIL EROSION AND SEDIMENT
20. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE SESC
FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE DRAINAGE AND UTILITY NOTES (Rev. 3/2023) EG EXISTING GRADE CONTROL
THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND ELECTRIC SF SQUARE FEET
ELEC
THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD RESULTS TO THE PROFESSIONAL OF RECORD AND THE OWNER.
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
THE PROFESSIONAL OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT PROFESSIONAL OF RECORD 14. EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE,
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY ELEV ELEVATION SHLO STATE HIGHWAY LAYOUT
AND BOHLER SUFFER AND ANY AND ALL COSTS THAT PROFESSIONAL OF RECORD AND BOHLER INCUR AS RELATED TO SAME. NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
21. ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT EOR ENGINEER OF RECORD SMH SANITARY MANHOLE
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS
2. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY STATION
UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER , AND ITS PAST, PRESENT AND FUTURE ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO EP / EOP EDGE OF PAVEMENT STA
VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY
OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE.
CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION STORM WATER / STORM
AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO 15. IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES
POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE ES / EOS EDGE OF SHOULDER STM
PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE SEWER
CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE PROFESSIONAL OF RECORD
ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE EW END WALL
AND BOHLER. SWL SINGLE/SOLID WHITE LINE
CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR
3. THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED
OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER "PRE-DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. EX EXISTING
ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT
TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF STORMWATER POLLUTION
16. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE
DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE SWPPP
PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, FIRE DEPARTMENT PREVENTION PLAN
REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE FDC
DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY. CONNECTION TO BE ABANDONED
CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING TBA
AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, 17. THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES THAT ARE
CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR FEDERAL EMERGENCY
PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE FEMA TBR TO BE REMOVED
ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. MANAGEMENT AGENCY
LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE
4. THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND
CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. TBV TO BE VACATED
CLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY PROFESSIONAL OF RECORD, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO
UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION. FES FLARED END SECTION
18. THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED,
5. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR
ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE TC TOP OF CURB
VERIFYING LOCATIONS, SIZE, AND MATERIAL OF SAME BASED UPON FINAL ARCHITECTURAL PLANS. FF FINISH / FIRST FLOOR
22. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST.
6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT
GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON
BUILDING UTILITY CONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOOR ACCESS, AND EXTERIOR FINISH / FIRST FLOOR Tc TIME OF CONCENTRATION
THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY FFE
RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION
OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE
ELEVATION
TD TRENCH DRAIN
23. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER, NOR THE PRESENCE OF BOHLER AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, FG FINISH GRADE
ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL
OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, TELECOMMUNICATIONS /
(Rev. 12/2024) UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE TELE
SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN “BOHLER
REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE FH FIRE HYDRANT TELEDATA
PARTIES”), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS TPF TREE PROTECTION FENCE
PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN AND CONTRACTOR MUST REFER TO THEM. THE CONTRACTOR
BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION FM FORCE MAIN
CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS’ SPECIFIC
POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, AND TR TO REMAIN
JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER PARTIES HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY NOTES. FO FIBER OPTIC
PRIOR TO CONSTRUCTION, MUST RESOLVE SAME.
RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND 2. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S
SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY, RECOMMENDATIONS.
7. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE
G GRADE TRANS TRANSITION
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE
DEFEND, PROTECT AND HOLD HARMLESS BOHLER PARTIES FOR AND FROM ANY LIABILITY TO BOHLER PARTIES RESULTING FROM THE 3. CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER OR JURISDICTIONAL AGENCY SO
APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS,
GC GENERAL CONTRACTOR TYP TYPICAL
CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE REQUIRES, TO PREVENT THE DISCHARGE OF SEDIMENT LADEN RUNOFF FROM EXITING THE SITE. GEORGIA
FILL AND COMPACTION MUST COMPLY WITH APPLICABLE REQUIREMENTS AND SPECIFICATIONS. THE PROFESSIONAL OF YOU MUST CALL 811 BEFORE ANY EXCAVATION
CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE 4. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL UNDERGROUND
RECORD AND BOHLER ARE NOT RESPONSIBLE FOR DESIGN OF TRENCH BACKFILL OR FOR COMPACTION REQUIREMENTS GEO GEOTECH/GEOTECHNICAL UG WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
AS DESCRIBED ABOVE. PERMANENT STABILIZATION IS ESTABLISHED UNLESS INDICATED OTHERWISE IN LOCAL, STATE AND/OR FEDERAL PROJECT
8. DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS 1-800-282-7411
24. WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER WILL REVIEW OR APPROVALS. THE COST OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID UTILITY POLE
AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND GARAGE FLOOR ELEVATION UP www.georgia811.com
TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. GF / GFE
INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE (AT DOOR)
WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN UNITED STATES GEOLOGICAL
INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE APPROPRIATE PLAN(S), USGS
INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR SURVEY
WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK. GFA GROSS FLOOR AREA
TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING SITE LAYOUT NOTES (Rev. 1/2020) 9. THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY,
VERTICAL
ISSUED FOR MUNICIPAL &
WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT GRADE HIGH (WALL) VERT
GH
REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR
LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT
DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE
VERIFY IN FIELD
AGENCY REVIEW & APPROVAL
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT AGENCY WITH JURISDICTION OVER SAME. GRADE LOW (WALL) VIF
RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY GL
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY 10. FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE
BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIAL W WIDE / WIDTH THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS. GRT GRATE REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED.
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 11. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. WATER LINE DOCUMENT UNLESS INDICATED OTHERWISE.
25. IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST GREASE TRAP W/L
2. PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR GT
OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE PROFESSIONAL OF RECORD AND BOHLER FOR ALL DEVIATIONS WITHIN PROFESSIONAL OF
ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL TO COMMENCING CONSTRUCTION. WATER METER
RECORD'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK GATE VALVE WM PROJECT No.: GAA250127.00-0A
EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES 12. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO GV
PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR
TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE DRAWN BY: KD
PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE PROFESSIONAL OF WQU WATER QUALITY UNIT
3. ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. HDPE HIGH DENSITY POLYETHYLENE CHECKED BY: BAB
RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES,
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, YD YARD DRAIN DATE: 12\05\2025
COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. HOR HORIZONTAL
26. THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH
FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST
4.
GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE.
THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY. OUTSIDE SOURCE NOTES (Rev. 11/2023)
HIGH POINT # NUMBER
CAD I.D.: P-CIVL-CNDS
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD-VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE HP
FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. PROJECT:
RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT. ANY INFORMATION, DRAWINGS, DATA, PLANS, SPECIFICATIONS, MATERIALS, FIGURES, DOCUMENTATION, REPORTS, AND THE LIKE SLOPE EXPRESSED IN
27. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS HW HEADWALL
5. ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN WHICH IS INDICATED TO HAVE BEEN PREPARED “BY OTHERS” (HEREIN, “BY OTHERS REPORTS, DOCUMENTS AND DETAILS”) HAS BEEN #:# HORIZONTAL:VERTICAL IN
IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT
RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE
ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY
DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT
ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE.
OR WILL BE CREATED, DEVELOPED, PREPARED, PERFORMED, AND ANALYZED BY AN ENTITY OR PARTY OTHER THAN THE “BOHLER”
ENTITY INVOLVED WITH THIS PROJECT. THE “BOHLER” ENTITY IS NOT IN ANY WAY RESPONSIBLE FOR THE BY OTHERS REPORTS,
ICS INLET CONTROL STRUCTURE FEET SITE
± PLUS OR MINUS
AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT PROFESSIONAL OF
RECORD AND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE.
DOCUMENTS AND DETAILS EVEN IF/WHERE INCLUDED IN THE “BOHLER” ENTITY'S PLANS, REPORTS, ETC. SAME HAS BEEN INCLUDED
ON THIS PLAN FOR THE CONVENIENCE, ONLY, OF THE PROJECT OWNER, DEVELOPERS, CONTRACTORS AND CONSULTANTS AND IN
INF INFILTRATION
DEVELOPMENT
ORDER TO COORDINATE THE “BOHLER” ENTITY'S DESIGN WITH THAT OF “OTHERS”. THE “BOHLER” ENTITY HAS ASSUMED, FOR INT INTERSECTION ° DEGREE
28. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO
APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF PURPOSES OF THIS PLAN, THAT THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS ARE CURRENT AND, IF APPLICABLE,
Ø DIAMETER
PLANS
THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS PREPARED IN STRICT ACCORDANCE WITH ALL APPLICABLE COUNTY, STATE, FEDERAL AND OTHER STATUTES, LAWS, RULES, INV INVERT
TO SAME. REGULATIONS, ORDINANCES AND THE LIKE. THE “BOHLER” ENTITY SPECIFICALLY DISCLAIMS ANY AND ALL LIABILITY AND
' FEET/FOOT FOR
RESPONSIBILITY FOR BY OTHERS REPORTS, DOCUMENTS AND DETAILS. THE ENTITY OR PERSON WHO CREATED THE INFORMATION LF LINEAR FOOT
29. THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY
WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. PROFESSIONAL OF RECORD AND BOHLER HAS NO RESPONSIBILITY FOR OR CONTAINED IN THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS (EXCLUDING INFORMATION AND/OR DETAILS SOLELY SUPPLIED INCHES
LOC LIMIT OF CLEARING "
AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. BY A JURISDICTION AND/OR GOVERNING BODY) AGREES BY PARTICIPATING IN THIS PROJECT, RECEIVING, REVIEWING, USING
30. THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH AND/OR RELYING UPON THIS DOCUMENT, AND/OR BY AGREEING TO THE PROJECT OWNER/DEVELOPER'S CONTRACT DOCUMENTS,
TO DEFEND, INDEMNIFY, PROTECT AND HOLD HARMLESS THE “BOHLER” ENTITY THAT PREPARED THIS DOCUMENT AND ITS LOD LIMIT OF DISTURBANCE
MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO
DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD EMPLOYEES FOR ANY AND ALL DAMAGES, INJURIES, COSTS, EXPENSES AND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDER
THE LAW, WHICH THE “BOHLER” ENTITY AND/OR ITS EMPLOYEES SUFFER OR INCUR AS A RESULT OF INCLUDING ANY BY OTHERS LOS LINE OF SIGHT
PROFESSIONAL OF RECORD AND BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT PROFESSIONAL OF RECORD SUFFERS AND
COSTS THAT PROFESSIONAL OF RECORD INCURS AS A RESULT OF SAID FAILURE. REPORTS, DOCUMENTS AND DETAILS IN AND ON OR IN THIS PLAN. ANYONE OR ANY ENTITY WHO RECEIVED, RELIES UPON AND/OR
LOW LIMIT OF WORK
31. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE USES THIS PLAN, AGREES TO HOLD THE “BOHLER” ENTITY AND ITS EMPLOYEES HARMLESS FROM ANY CLAIMS, DAMAGES, INJURIES,
ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS COSTS AND EXPENSES, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR ANY DAMAGES, INJURIES, COSTS, EXPENSES LOW POINT DUNWOODY
LP
DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST AND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, WHICH IT OR THEY SUFFER OR INCUR AS A RESULT OF THE
ANY BY OTHERS REPORTS, DOCUMENTS AND DETAILS INCORPORATED IN THE PLAN, AND EXPRESSLY CONFIRMS THAT BY HIGH SCHOOL
ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED LS LANDSCAPE
TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, RECEIVING, RELYING UPON AND/OR USING SAME, THE “BOHLER” ENTITY SHALL HAVE NO LIABILITY RELATED TO SAME. WITH FOOTBALL STADIUM
THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. RESPECT TO ALL BY OTHERS REPORTS, DOCUMENTS AND DETAILS, CONTRACTOR MUST VERIFY ALL INFORMATION CONTAINED IN
32. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE PROFESSIONAL OF RECORD AND BOHLER, THE USE OF THE THE SCOPE OF ALL PARTIES INVOLVED IN PREPARING THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS PRIOR TO COMMENCING 5035 VERMACK RD
WORDS 'CERTIFY' OR 'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS ANY CONSTRUCTION AND MUST VERIFY THAT THE INFORMATION IS THE LATEST, THE MOST RECENT AND THE MOST CURRENT DUNWOODY, GA 30338
THE SUBJECT OF THE PROFESSIONAL OF RECORD'S AND BOHLER KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED REPORT, DOCUMENT AND DETAIL. REFERENCES ON THIS PLAN TO INFORMATION PREPARED OR CONTAINED IN BY OTHERS
PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY REPORTS, DOCUMENTS AND DETAILS DEPICTING AN OFF-SITE AREA WHERE NO DETAIL IS INCLUDED IS A REFERENCE TO AN AREA, DEKALB COUNTY, GEORGIA
NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. DETAIL, SPECIFICATION OR DESIGN THAT HAS NOT BEEN DESIGNED OR CONSTRUCTED BY THE “BOHLER” ENTITY AND REGARDING
WHICH THE “BOHLER” ENTITY HAS NO CONTROL OVER OR LIABILITY REGARDING, BUT IS ADDED TO THIS PLAN FOR INFORMATIONAL
PURPOSES, ONLY.
M:\GA\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-GAA250127.00-0A----->LAYOUT: C-102 GENERAL NOTES AND LEGEND
TM
211 PERIMETER CENTER PKWY NE,
SUITE 425
ATLANTA, GEORGIA 30346
Phone: (678) 695-6800
GA@BohlerEng.com
RG
E EOG I ST ERE I
G R D A
No. PE043191
PROFESSIONAL
02/26/2026 ND
BRE NG R
I NEE
E LA
T T
A . B UC K
SHEET TITLE:
GENERAL
NOTES
AND
LEGEND
SHEET NUMBER:
C-102
Feb 26, 2026 KD REVISION 1 - 2026-02-26
DEMO LEGEND EXISTING LEGEND
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
TM
PROPERTY LINE
CONTOUR
EASEMENT LINE
SETBACK LINE SPOT ELEVATION X
UTILITY POLE EDGE OF PAVEMENT ELEVATION X SITE CIVIL AND CONSULTING ENGINEERING
TYPICAL SIGN TOP OF CURB ELEVATION X
18 poplar (TBR) PARKING COUNT
GUTTER ELEVATION X LAND SURVEYING
TOP OF WALL ELEVATION X
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
PROGRAM MANAGEMENT
CONTOUR
BOTTOM OF WALL ELEVATION X
8 pine (TBR)
SPOT ELEVATIONS TOP OF ISLAND ELEVATION X
FENCE (TBR)
SANITARY LATERAL BOTTOM OF ISLAND ELEVATION X LANDSCAPE ARCHITECTURE
SANITARY MAIN FIRE HYDRANT
WATER LINE FIRE DEPARTMENT CONNECTION SUSTAINABLE DESIGN
WATER VALVE
PERMITTING SERVICES
ELECTRIC LINE
GAS LINE GAS VALVE
© BOHLER
OVERHEAD WIRES
TRANSPORTATION SERVICES
OVERHEAD WIRE
FENCE (TBR) STORM SEWER APPROX LOC UNDERGROUND CABLE LINE PER UTILITY MARKOUT
FIRE HYDRANT APPROX LOC UNDERGROUND ELEC LINE PER UTILITY MARKOUT
LOD LOD 14 sweetgum (TBR)
APPROX LOC UNDERGROUND FIBER OPTIC LINE PER UTILITY MARKOUT
SANITARY MANHOLE
LOD
LOD APPROX LOC UNDERGROUND GAS LINE PER UTILITY MARKOUT
STORM MANHOLE
APPROX LOC UNDERGROUND SEWER LINE PER REF __
WATER VALVE APPROX LOC UNDERGROUND TEL LINE PER UTILITY MARKOUT
LOD
REVISIONS
LOD
APPROX LOC UNDERGROUND WATER LINE PER UTILITY MARKOUT
WATER METER
LOD APPROX LOC UNDERGROUND STORM SEWER LINE PER REF __ DRAWN BY
REV DATE COMMENT CHECKED BY
GAS VALVE
LIMITS OF FLOODPLAIN
COUNTY FIRE KD
1 2026-02-26
TYPICAL END SECTION FLARED END SECTION COMMENTS BAB
LOD LOD
CLEANOUT UTILITY POLE
TREE TO BE REMOVED TRAFFIC SIGNAL
LOD LOD LOD LOD MONITORING WELL
LOD LOD
ELECTRIC METER
LOD
6 pine (TBR) DEMO LEGEND ELECTRIC BOX
26 pine (TBR) LOD TRANSFORMER
LOD LOD 20 pine (TBR) 18 pine (TBR) TBR: TO BE REMOVED
TBRL: TO BE RELOCATED SANITARY MANHOLE
20 pine (TBR)
LOD LOD: LIMITS OF DISTURBANCE
TELEPHONE MANHOLE
16 pine (TBR)
LOD ELECTRIC MANHOLE
17 pine (TBR)
LOD LOD 12 pine (TBR)
LOD WATER MANHOLE
10 pine (TBR)
LOD STORM DRAIN MANHOLE
20 pine (TBR)
LOD WATER METER
LOD LOD 10 pine (TBR)
12 pine (TBR) GAS METER
6 pine (TBR) LOD
10 pine (TBR) ROOF DRAIN
LOD 6 pine (TBR) SIGN
LOD LOD 14 pine (TBR) MAIL BOX
8 pine (TBR) LOD 8 pine (TBR)
BOLLARD
6 pine (TBR) 10 pine (TBR)
20 pine (TBR) LOD U-BOLLARD
LOD 8" P LOD 6 pine (TBR) METAL GUARDRAIL
LOD
( 16 pine (TBR)
VC
R) 20 pine (TBR) FENCE
TB
24 pine (TBR) 14 elm (TBR) LANDSCAPED AREA
LO LOD
12 pine (TBR)
D LOD AREA LIGHT
29 pine (TBR)
LOD
20 pine (TBR)
B C CLEAN OUT
20 pine (TBR)
LOD 8 pine (TBR) LOD
16 pine (TBR) PAINTED ARROWS
A DI
LOD TOP 1018.62 6 mag (TBR) 17 pine (TBR) TITLE REPORT EXCEPTION
INV IN 1013.90 (A) 6 pine (TBR) LOD DENOTES PARKING SPACE COUNT
CONC. (TBR) INV IN 1013.83 (B)
8 pine (TBR)
LOD INV IN 1014.12 (C) 20 pine (TBR) BENCHMARK
INV OUT 1010.97 14 pine (TBR) LOD
14 pine (TBR)
LOD
PP (TBR) UTILITY POLE/LIGHT POLE
(TBR) 14 pine (TBR)
STEPS (TBR) FH (TBRL) LOD 16 pine (TBR) STREET LIGHT
LOD 6 pine (TBR)
8 pine (TBR)
DEMO PLAN - INSET 'A' GATE (TBR)
LOD 6 pine (TBR)
GUY WIRE
LOD LOD
20 pine (TBR) TRAFFIC SIGNAL POLE
12 mag (TBR)
20 pine (TBR)
LOD
16 pine (TBR) LOD 8 pine (TBR) TREE LINE
20 pine (TBR)
TREE (SIZE AS NOTED)
LOD 14 pine (TBR) LOD 12 pine (TBR)
LOD 10 pine (TBR) PROP CORNERS TO BE SET
LOD 7 pine (TBR)
LOD 14 pine (TBR)
16 pine (TBR) BORING LOCATION
LOD
12 pine (TBR) LOD 14 pine (TBR)
WETLANDS
LOD 24 pine (TBR)
8 pine (TBR) 4 pine (TBR)
LOD TREE TO REMAIN
26 pine (TBR) 16 pine (TBR)
LOD
OVER LOD
4 pine (TBR) 6 pine (TBR)
LOD 4 pine (TBR)
HEAD
8 pine (TBR)
12 pine (TBR) LOD
8"
24 pine (TBR)
LINE (
C
LOD PV
(TB LOD
12 pine (TBR) GENERAL DEMOLITION NOTES
TBR)
GEORGIA
LOD
R)
10 sweetgum (TBR) YOU MUST CALL 811 BEFORE ANY EXCAVATION
14 pine (TBR) 1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
LOD 1-800-282-7411
10 pine (TBR) 26 pine (TBR) www.georgia811.com
LOD
MCFARLAND-DYER & ASSOCIATES
4 sweetgum (TBR)
LP (TBR) LOD
3 bradford pear (TBR) 4174 SILVER PEAK PARKWAY
LOD LO
D SUWANEE, GEORGIA 30024
LOD LOD DATED: 10/16/19 ISSUED FOR MUNICIPAL &
JOB # /SURVEY JOB # 19-0602
LOD B
C
ELEVATIONS: DETERMINED BY A TRIMBLE R6, MODEL #4 GPS
AGENCY REVIEW & APPROVAL
GATE (TBR)
AND ADJUSTED TO GEOID03 - NAD83
BENCHES &
LO
D 6 sweetgum (TBR) LOD LOD THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
MEMORIALS 2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE DOCUMENT UNLESS INDICATED OTHERWISE.
(TBRL) A OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY
DI
TOP 1015.99 LOD LO
D
MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. PROJECT No.: GAA250127.00-0A
DRAWN BY: KD
LOD
INV 1012.74 D
INV 1016.95 LO 3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE
(TBR) CHECKED BY: BAB
) SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME.
(T BR LO DATE: 12\05\2025
LOD
D
MP CAD I.D.: P-CIVL-EXDM
LOD "C LOD 4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING
18 ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE
LOD LOD OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK PROJECT:
PP (TBR)
4" PVC (TBR) NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS.
INV 1016.99 LOD COLUMN (TYP)
SITE
(TBR)
LOD STEPS (TBR) FH (TBRL) 5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE
LOD
LOD PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR DEVELOPMENT
LOD THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS
LOD
GATE (TBR) PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN
WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL
PLANS
LOD DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF FOR
THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL
LOD LOD LOD
REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES.
LOD
LOD LOD 6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO:
LOD LO D LO
D
OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE
ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION
LOD OF THE PROJECT, SITE WORK AND DEMOLITION WORK.
LO
D LOD DUNWOODY
LOD L 7. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS INDICATED ON THE PLAN IS
OD HIGH SCHOOL
APPROXIMATE. FIELD LOCATE ALL UNDERGROUND EXISTING UTILITIES LOCATED IN THE AREA OF
LOD LOD WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL "811" PRIOR TO FOOTBALL STADIUM
LOD CONSTRUCTION FOR ASSISTANCE IN LOCATING EXISTING UNDERGROUND UTILITIES. 5035 VERMACK RD
SUBSURFACE FEATURES ARE SHOWN IN AN APPROXIMATE LOCATION. CONTRACTOR IS
LOD DUNWOODY, GA 30338
M:\GA\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-EXDM-GAA250127.00-0A----->LAYOUT: C-201 EXISTING CONDITIONS AND DEMOLTION PLAN
LOD LOD RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UNDERGROUND UTILITY
LOCATIONS AND DEPTH. DEKALB COUNTY, GEORGIA
LOD 8. COORDINATE ALL UTILITY REMOVAL, RELOCATION, & ABANDONMENT WITH THE APPROPRIATE
UTILITY SERVICE PROVIDER. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL UTILITY
LOD
LOD LOD SERVICES TO ADJACENT PROPERTIES DURING ALL PHASES OF CONSTRUCTION. ALL UTILITIES TO TM
L
BE DEMOLISHED SHALL BE TAKEN BACK TO R.O.W.
HEAD
OVER
D
LO LOD
9. REFER TO "DUNWOODY HIGH SCHOOL" DESIGN DOCUMENTS PERPARED BY MSD LANDSCAPE
ARCHITECTURE (DATED 10/23/25) FOR TREE SAVE/REMOVAL/RE-PLANTING PLANS.
LOD LOD
BR)
211 PERIMETER CENTER PKWY NE,
INE (T SUITE 425
LOD
LOD
ATLANTA, GEORGIA 30346
12 crape myrtle (TBR)
Phone: (678) 695-6800
LOD LOD GA@BohlerEng.com
LOD
RG
GRAVEL DRIVE (TBR)
LOD
LOD LOD
E EOG I ST ERE I
G R D A
LOD LP (TBR)
LOD No. PE043191
PROFESSIONAL
LOD LOD LOD LOD LOD
02/26/2026 ND
LOD W E BRE NG R
I NEE
E
LOD
EDGE OF LA
GRAVEL DRIVE T T
A . B UC K
GATE (TBR)
(TBR)
LOD
LOD BENCHES &
NAD83 NAD83
MEMORIALS LO
LOD
D
(TBRL) SHEET TITLE:
LOD
DI
TOP 1015.99
LOD
4 jap maple (TBR) LO
S EXISTING
D
LOD
INV 1012.74
(TBR) INV 1016.95
CONDITIONS/
LO
D
LO
D
DEMOLITION
LOD
LOD LOD P ( TB
R) THIS PLAN TO BE UTILIZED PLAN
D 18
"C
M LOD
FOR DEMOLITION PURPOSES SHEET NUMBER:
LO
ONLY
LOD LOD
LOD 30 15 7.5 0 30
DEMO PLAN - INSET 'A'
20 10 5 0 20
C-201
Feb 26, 2026
SCALE: 1" = 30'
KD 1"= 20' REVISION 1 - 2026-02-26
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
TM
SITE CIVIL AND CONSULTING ENGINEERING
LAND SURVEYING
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
PROGRAM MANAGEMENT
LANDSCAPE ARCHITECTURE
SUSTAINABLE DESIGN
PERMITTING SERVICES
© BOHLER
TRANSPORTATION SERVICES
LOD LOD
LOD
LOD SCOPE OF WORK
LOD THE SCOPE OF WORK FOR THIS LAND DISTURBANCE PERMIT IS THE REVISIONS
LOD ESTABLISHMENT OF EROSION CONTROL MEASURES AROUND THE
LOD
1020 PROPOSED LIMITS OF DISTURBANCE (LOD), DEMOLITION OF EXISTING SITE DRAWN BY
REV DATE COMMENT CHECKED BY
FEATURES WITHIN THE LOD, AND THE CONSTRUCTION AND MODIFICATION
COUNTY FIRE KD
OF NEW AND EXISTING UTILITY AND DRAINAGE INFRASTRUCTURE. 1 2026-02-26
COMMENTS BAB
LOD
1038
1036LOD
1034
1032 VERTICAL STRUCTURES ARE TO BE PERMITTED SEPARATELY. A FUTURE
1030
1028 LAND DISTURBANCE PERMIT IS ANTICIPATED TO ALLOW FOR THE
1026
1024
1022 CONSTRUCTION OF THE NECESSARY HARDSCAPES FOR ACCESSIBILITY.
LOD LOD
1020
LOD LOD
EXISTING TREES NOTE
SOME EXISTING TREES WILL BE AFFECTED BY PROPOSED CONSTRUCTION AND ARE
1038 LOCATED WITHIN THE LIMITS OF CONSTRUCTION. REFER TO THE "DUNWOODY HIGH
LOD LOD SCHOOL" DESIGN DOCUMENTS PREPARED BY MSD LANDSCAPE ARCHITECTURE (DATED
10/23/25) FOR FULL TREE SAVE/REMOVAL/RE-PLANTING PLAN INFORMATION.
LOD LOD
LOD
1036 LOD
D
PROP 'NO PARKING
FIRE LANE' SIGN
LOD 1034 LOD
1032
1030
LO
D LOD
1028
D
LOD S S S
1026 LOD
1020
D
LOD
D
LOD
LOD
LOD LOD
PROP FENCE
LOD
LOD
1024
1022 LOD
LOD
LOD
LOD
LOD
LOD
PROP 2' KNEE WALL
LOD
1024 LOD
GEORGIA
1022
YOU MUST CALL 811 BEFORE ANY EXCAVATION
WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
1-800-282-7411
www.georgia811.com
LOD
LOD
LOD LOD
D
D
ISSUED FOR MUNICIPAL &
1018
LOD
AGENCY REVIEW & APPROVAL
LO
D THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
D DOCUMENT UNLESS INDICATED OTHERWISE.
LOD LO PROJECT No.: GAA250127.00-0A
1018
D
1020
DRAWN BY: KD
CHECKED BY: BAB
LO DATE: 12\05\2025
LOD
D CAD I.D.: P-CIVL-SITE
LOD LOD
PROJECT:
LOD SITE
LOD
1018
D
DEVELOPMENT
LOD
PLANS
LOD
1018 FOR
LOD LOD
LOD LO DLO
D
LO
D DUNWOODY
LOD LO
D HIGH SCHOOL
FOOTBALL STADIUM
1018 5035 VERMACK RD
LOD DUNWOODY, GA 30338
LOD
DEKALB COUNTY, GEORGIA
LOD
LOD
TM
D
LO
LOD 211 PERIMETER CENTER PKWY NE,
SUITE 425
LOD
M:\GA\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-SITE-GAA250127.00-0A----->LAYOUT: C-301 SITE PLAN
ATLANTA, GEORGIA 30346
Phone: (678) 695-6800
LOD GA@BohlerEng.com
LOD
RG
LOD
E EOG I ST ERE I
G R D A
LOD
No. PE043191
1018 PROFESSIONAL
LOD
02/26/2026 ND
LOD W E BRE NG R
I NEE
E LA
T T
LOD
A . B UC K
LOD NAD83 NAD83
SHEET TITLE:
LOD
S
102
0 LOD
SITE PLAN
LO
D 0
101
8 LOD
THIS PLAN TO BE UTILIZED
102 FOR SITE LAYOUT PURPOSES SHEET NUMBER:
1022 LOD ONLY
LOD LOD
LOD 30 15 7.5 0 30 C-301
Feb 26, 2026
PROP 'NO PARKING
FIRE LANE' SIGN SCALE: 1" = 30'
KD REVISION 1 - 2026-02-26
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
TM
SITE CIVIL AND CONSULTING ENGINEERING
LAND SURVEYING
ME|G ±1018.22
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
GENERAL GRADING NOTE PROGRAM MANAGEMENT
MAXIMUM ALLOWABLE SLOPE IS 2H:1V. LANDSCAPE ARCHITECTURE
SUSTAINABLE DESIGN
PERMITTING SERVICES
© BOHLER
TRANSPORTATION SERVICES
LOD LOD
LOD
LOD
LOD
REVISIONS
LOD
LOD
1020 DRAWN BY
REV DATE COMMENT CHECKED BY
COUNTY FIRE KD
1 2026-02-26
COMMENTS BAB
LOD
1038
1036LOD
1034
1032
1030
1028
1026
1024
1022
LOD LOD
1020
LOD LOD
1038
LOD LOD
G 1019.00
LOD LOD
G 1019.50
LOD
1036 LOD
D
G 1019.00
LOD 1034 LOD
1032
1030
LO
D LOD
1028
G 1019.50
D
LOD S S S
1026 LOD
1020
D
LOD
D S
W
G 1019.00 LOD
LOD
G 1020.50
LOD LOD ME|G ±1021.00
LOD G 1020.25
LOD S
1024 G 1020.75
1022 W
G 1020.50 E LOD
LOD G 1020.75
LOD WG 1020.00 S G 1020.50
G 1020.00
G 1020.50
E LOD
G 1020.00
ME|G ±1021.00
G 1020.50
LOD
G 1020.00
LOD
G 1022.50 E
G 1020.95
TW 1023.00
BW 1020.90
LOD
1024
G 1022.75
G 1020.75
TW 1023.00 GEORGIA
LOD
G 1020.90
1022
E
BW 1020.90 YOU MUST CALL 811 BEFORE ANY EXCAVATION
FFE 1021.00
G 1022.50 WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
G 1020.95 1-800-282-7411
G 1023.00 www.georgia811.com
G 1020.50
G 1025.00 LOD G 1020.90 G 1020.50
LOD ME|G ±1021.00
E
E
LOD LOD
D
D
ISSUED FOR MUNICIPAL &
1018
LOD
AGENCY REVIEW & APPROVAL
G 1020.00
LO
D THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
D DOCUMENT UNLESS INDICATED OTHERWISE.
LOD LO PROJECT No.: GAA250127.00-0A
1018
D
1020
DRAWN BY: KD
CHECKED BY: BAB
LO DATE: 12\05\2025
LOD
D CAD I.D.: P-CIVL-GRDR
LOD LOD
PROJECT:
LOD SITE
LOD
1018
D
DEVELOPMENT
LOD
PLANS
LOD
1018 FOR
LOD LOD
LOD LO DLO
D
LO
D DUNWOODY
LOD LO
D HIGH SCHOOL
FOOTBALL STADIUM
1018 5035 VERMACK RD
LOD DUNWOODY, GA 30338
LOD
DEKALB COUNTY, GEORGIA
LOD
M:\GA\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-GRDR-GAA250127.00-0A----->LAYOUT: C-401 GRADING AND DRAINAGE PLAN
LOD
TM
D
LO
LOD 211 PERIMETER CENTER PKWY NE,
SUITE 425
LOD
ATLANTA, GEORGIA 30346
Phone: (678) 695-6800
LOD GA@BohlerEng.com
LOD
RG
LOD
E EOG I ST ERE I
G R D A
LOD
No. PE043191
1018 PROFESSIONAL
LOD
02/26/2026 ND
LOD W E BRE NG R
I NEE
E LA
T T
LOD
A . B UC K
LOD NAD83 NAD83
SHEET TITLE:
LOD
S
102
0 LOD
GRADING AND
LO
D 0
DRAINAGE PLAN
101
8 LOD
THIS PLAN TO BE UTILIZED
102 FOR GRADING, DRAINAGE AND SHEET NUMBER:
1022 LOD UTILITIES PURPOSES ONLY
LOD LOD
LOD 30 15 7.5 0 30 C-401
Feb 26, 2026
SCALE: 1" = 30'
KD REVISION 1 - 2026-02-26
Feb 26, 2026
\\BOHLERENG.NET\SHARES\GA-PROJECTS\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-PROF-GAA250127.00-0A----->LAYOUT: C-410 DRAINAGE PROFILES
KD
DATUM ELEV DATUM ELEV
1000.00 1005 1010 1015 1020 1025 1030 1000.00 1005 1010 1015 1020 1025 1030
10+00
B-10
MANHOLE
RIM 1020.01
INV IN 1010.77 (18") B-20
INV IN 1010.77 (18") B-11
INV OUT 1010.77 (18")
10+22.79
PROP 23 LF 18" HDPE @ 2.00%
GC TO FIELD VERIFY ALL
B-11
MANHOLE EXISTING UTILITY CROSSINGS 10+00
PROP 18 LF 18" RCP @ 1.00%
RIM 1020.90 A-10
INV IN 1015.15 (18") B-11A MANHOLE
PRIOR TO CONSTRUCTION AND
INV IN 1012.06 (8") B-12 RIM 1020.10
INV OUT 1011.23 (18") B-10 MODIFY AS NEEDED TO MAINTAIN INV IN 1013.90 (18") A-20
INV OUT 1010.97 (24")
10+66.52 MINIMUM COVER AND CLEARANCE
B-12
MANHOLE LF
RIM 1020.96 P 44 10+17.84
INV IN 1013.71 (8") B-13 PRO A-20
INV OUT 1013.71 (8") B-11
"
PEDESTAL INLET
DPE GRT 1019.00
8" H PROP 68 LF 18
INV IN 1014.08 (18") A-30
10+86.01
INV IN 1014.08 (18") A-21
B-13 .77%
ADS 10" NYLOPLAST DRAIN @3 INV OUT 1014.08 (18") A-10
W/ DOME GRATE
PROP 19 LF 8" HDPE @ 3.50%
GRT 1020.95
SCALE: 1"= 30 ' HORIZONTAL RCP @ 1.00%
INV IN 1014.39 (8") B-14
INV OUT 1014.39 (8") B-12
11+05.51 10+86.15
B-14 1"= 3 ' VERTICAL A-30
ADS 10" NYLOPLAST DRAIN PEDESTAL INLET
W/ 12" DOME GRATE GRT 1019.00
GRATE A 1020.40 INV IN 1014.76 (18") A-40
INV IN 1015.07 (8") B-15 INV IN 1014.76 (18") A-31
INV OUT 1015.07 (8") B-13 INV OUT 1014.76 (18") A-20
%
11+18.53
SCALE: 1"= 30 ' HORIZONTAL " RCP @ 1.00
B-15
ADS 10" NYLOPLAST DRAIN
W/ 12" DOME GRATE
PROP 54 LF 18
PROP 19 LF 8" HDPE @ 3.50%
GRATE A 1022.50
1"= 3 ' VERTICAL INV IN 1015.44 (8") B-16 11+40.15
INV OUT 1015.44 (8") B-14 A-40
PROPOSED STORM PROFILE (A-10 TO A-40)
PEDESTAL INLET
11+27.95 GRT 1019.00
PROP 13 LF 8" HDPE @ 2.85%
B-16 INV OUT 1015.30 (18") A-30
ADS 10" NYLOPLAST DRAIN
W/ 12" DROP IN GRATE
PROP 9 LF 8" HDPE @ 4.86%
GRATE A 1022.90
INV IN 1015.90 (8") B-17
INV OUT 1015.90 (8") B-15
PROP 15 LF 8" HDPE @ 3.10%
11+42.73
B-17
ADS 10" NYLOPLAST DRAIN
PROP 14 LF 8" HDPE @ 3.50%
W/ 12" DOME GRATE
GRT 1020.40
PROPOSED STORM PROFILE (B-10 TO B-20A)
INV IN 1016.36 (8") B-18
PROP 13 LF 8" HDPE @ 1.00%
INV OUT 1016.36 (8") B-16 1005 1010 1015 1020 1025 1030
11+57.10
GC TO FIELD VERIFY ALL
B-18
ADS 10" NYLOPLAST DRAIN
PROP 30 LF 8" HDPE @ 1.00%
W/ 12" DOME GRATE EXISTING UTILITY CROSSINGS
GRATE A 1020.40
INV IN 1016.86 (8") B-19 PRIOR TO CONSTRUCTION AND DATUM ELEV
INV OUT 1016.86 (8") B-17
MODIFY AS NEEDED TO MAINTAIN
11+70.15
B-19 MINIMUM COVER AND CLEARANCE 1000.00 1005 1010 1015 1020 1025 1030
ADS 10" NYLOPLAST DRAIN
W/ 12" DOME GRATE
GRATE A 1020.00
INV IN 1016.99 (8") B-20A
INV OUT 1016.99 (8") B-18
12+00.44
B-20A 10+00 = 10+17.84
ADS 10" NYLOPLAST DRAIN A-20
W/ 12" DOME GRATE PEDESTAL INLET
GRATE A 1020.00 GRT 1019.00
INV OUT 1017.30 (8") B-19 INV IN 1014.08 (18") A-30
INV IN 1014.08 (18") A-21
PROP 16 LF 18" RCP @ 6.50%
INV OUT 1014.08 (18") A-10
1005 1010 1015 1020 1025 1030
10+15.68
A-21
PROP 25 LF 18" RCP @ 1.00%
SCALE: 1"= 30 ' HORIZONTAL
MANHOLE
RIM 1021.00
DATUM ELEV INV IN 1015.10 (18") A-22
INV OUT 1015.10 (18") A-20
1"= 3 ' VERTICAL 10+40.86
A-22
1007.50 1010 1015 1020 1025 1030 MANHOLE
RIM 1021.00
INV OUT 1015.35 (18") A-21
PROPOSED STORM PROFILE (A-20 TO A-22)
10+00 = 10+22.79
B-11
MANHOLE 1005 1010 1015 1020 1025 1030
RIM 1020.90
INV IN 1015.15 (18") B-11A
INV IN 1012.06 (8") B-12
INV OUT 1011.23 (18") B-10
PROP 71 LF 18 DATUM ELEV
SCALE: 1"= 30 ' HORIZONTAL
1000.00 1005 1010 1015 1020 1025 1030
" HDPE @ 1.00
%
1"= 3 ' VERTICAL
10+70.77
B-11A
ADS 30" NYLOPLAST DRAIN
W/ 2' X 2' GRATE INLET
GRATE A 1020.50
INV OUT 1015.86 (18") B-11
10+00 = 10+86.15
A-30 PR
OP
PEDESTAL INLET 28
GRT 1019.00 1
LF
INV IN 1014.76 (18") A-40 8"
SCALE: 1"= 30 ' HORIZONTAL INV IN 1014.76 (18") A-31 RC
P@
PROPOSED STORM PROFILE (B-11 TO B-11A)
INV OUT 1014.76 (18") A-20
8.0
0%
1"= 3 ' VERTICAL
10+28.42
A-31
MANHOLE
1010 1015 1020 1025 1030 RIM 1024.20
INV OUT 1017.03 (18") A-30
DATUM ELEV
PROPOSED STORM PROFILE (A-30 TO A-31)
1000.00 1005 1010 1015 1020 1025
1005 1010 1015 1020 1025 1030
DATUM ELEV
1000.00 1005 1010 1015 1020 1025 1030
10+00 = 10+51.88
B-20
MANHOLE
RIM 1018.60
INV IN 1011.03 (18") B-30
INV IN 1011.03 (18") B-21
INV OUT 1011.03 (18") B-10 " HDPE
PROP 57 LF 18
SCALE: 1"= 30 ' HORIZONTAL
@ 1.00%
10+00
B-10
10+57.02 MANHOLE
GC TO FIELD VERIFY ALL
B-21 RIM 1020.01
ADS 30" NYLOPLAST DRAIN INV IN 1010.77 (18") B-20
W/ 2' X 2' GRATE INLET EXISTING UTILITY CROSSINGS
1"= 3 ' VERTICAL
INV IN 1010.77 (18") B-11
GRATE A 1016.25
INV OUT 1010.77 (18")
INV OUT 1011.60 (18") B-20 PRIOR TO CONSTRUCTION AND %
MODIFY AS NEEDED TO MAINTAIN
MINIMUM COVER AND CLEARANCE
PROP 52 LF 18" HDPE @ 0.50
10+51.88
B-20
MANHOLE
RIM 1018.60
INV IN 1011.03 (18") B-30
PROPOSED STORM PROFILE (B-20 TO B-21)
INV IN 1011.03 (18") B-21
SCALE: 1"= 30 ' HORIZONTAL
INV OUT 1011.03 (18") B-10
1"= 3 ' VERTICAL
PROP 71 LF 18" HDPE @ 0.50
1005 1010 1015 1020 1025 %
GC TO FIELD VERIFY ALL
11+22.88
EXISTING UTILITY CROSSINGS
B-30
ADS 30" NYLOPLAST DRAIN
PRIOR TO CONSTRUCTION AND
W/ 2' X 2' GRATE INLET
GRATE A 1016.00
INV IN 1012.83 (8") MODIFY AS NEEDED TO MAINTAIN
PROPOSED STORM PROFILE (B-10 TO B-30)
INV OUT 1011.39 (18") B-20
MINIMUM COVER AND CLEARANCE
1005 1010 1015 1020 1025 1030
PROJECT No.: 1 TM
REV
DRAWN BY:
PROJECT: CHECKED BY:
GEORGIA
BRE G DATE: THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
DATE
SHEET NUMBER:
SHEET TITLE:
T T 211 PERIMETER CENTER PKWY NE,
5035 VERMACK RD SITE CAD I.D.: 2026-02-26
E R Phone: DUNWOODY YOU MUST CALL 811 BEFORE ANY EXCAVATION
DRAINAGE NG
No. PE043191 RG COUNTY FIRE SITE CIVIL AND CONSULTING ENGINEERING
HIGH SCHOOL FOR DEVELOPMENT WHETHER IT'S ON PRIVATE OR PUBLIC LAND. LAND SURVEYING
PROGRAM MANAGEMENT
SUITE 425 DUNWOODY, GA 30338 REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
I NEE COMMENTS
02/26/2026
R D LANDSCAPE ARCHITECTURE
E EOG I ST ERE I
GAA250127.00-0A
REVISIONS
PROFESSIONAL COMMENT
1-800-282-7411
SUSTAINABLE DESIGN
C-410 A . B UC K
FOOTBALL STADIUM KD
(678) 695-6800
PERMITTING SERVICES
LA A
GA@BohlerEng.com
PROFILES
BAB
REVISION 1 - 2026-02-26
ND DEKALB COUNTY, GEORGIA PLANS www.georgia811.com TRANSPORTATION SERVICES
ISSUED FOR MUNICIPAL &
12\05\2025 KD THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
TM AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
ATLANTA, GEORGIA 30346
P-CIVL-PROF BAB © BOHLER
DOCUMENT UNLESS INDICATED OTHERWISE.
CHECKED BY DRAWN BY
AGENCY REVIEW & APPROVAL
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
TM
SITE CIVIL AND CONSULTING ENGINEERING
LAND SURVEYING
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
PROGRAM MANAGEMENT
LANDSCAPE ARCHITECTURE
SUSTAINABLE DESIGN
PERMITTING SERVICES
© BOHLER
TRANSPORTATION SERVICES
REVISIONS
DRAWN BY
REV DATE COMMENT CHECKED BY
COUNTY FIRE KD
1 2026-02-26
COMMENTS BAB
GEORGIA
YOU MUST CALL 811 BEFORE ANY EXCAVATION
WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
1-800-282-7411
www.georgia811.com
ISSUED FOR MUNICIPAL &
AGENCY REVIEW & APPROVAL
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: GAA250127.00-0A
DRAWN BY: KD
CHECKED BY: BAB
DATE: 12\05\2025
CAD I.D.: P-CIVL-CNDS
PROJECT:
SITE
DEVELOPMENT
PLANS
FOR
DUNWOODY
HIGH SCHOOL
FOOTBALL STADIUM
5035 VERMACK RD
DUNWOODY, GA 30338
DEKALB COUNTY, GEORGIA
TM
M:\GA\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-GAA250127.00-0A----->LAYOUT: C-420 DRAINAGE DETAILS
211 PERIMETER CENTER PKWY NE,
SUITE 425
ATLANTA, GEORGIA 30346
Phone: (678) 695-6800
GA@BohlerEng.com
RG
E EOG I ST ERE I
G R D A
No. PE043191
PROFESSIONAL
02/26/2026 ND
BRE NG R
I NEE
E LA
T T
A . B UC K
SHEET TITLE:
DRAINAGE
DETAILS
SHEET NUMBER:
C-420
Feb 26, 2026 KD REVISION 1 - 2026-02-26
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
TM
SITE CIVIL AND CONSULTING ENGINEERING
LAND SURVEYING
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
PROGRAM MANAGEMENT
LANDSCAPE ARCHITECTURE
SUSTAINABLE DESIGN
PERMITTING SERVICES
© BOHLER
TRANSPORTATION SERVICES
REVISIONS
DRAWN BY
REV DATE COMMENT CHECKED BY
COUNTY FIRE KD
1 2026-02-26
COMMENTS BAB
GEORGIA
YOU MUST CALL 811 BEFORE ANY EXCAVATION
WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
1-800-282-7411
www.georgia811.com
ISSUED FOR MUNICIPAL &
AGENCY REVIEW & APPROVAL
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: GAA250127.00-0A
DRAWN BY: KD
CHECKED BY: BAB
DATE: 12\05\2025
CAD I.D.: P-CIVL-CNDS
PROJECT:
SITE
DEVELOPMENT
PLANS
FOR
DUNWOODY
HIGH SCHOOL
\\BOHLERENG.NET\SHARES\GA-PROJECTS\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-GAA250127.00-0A----->LAYOUT: C-421 DRAINAGE DETAILS
FOOTBALL STADIUM
5035 VERMACK RD
DUNWOODY, GA 30338
DEKALB COUNTY, GEORGIA
TM
211 PERIMETER CENTER PKWY NE,
SUITE 425
ATLANTA, GEORGIA 30346
Phone: (678) 695-6800
GA@BohlerEng.com
RG
E EOG I ST ERE I
G R D A
No. PE043191
PROFESSIONAL
02/26/2026 ND
BRE NG R
I NEE
E LA
T T
A . B UC K
SHEET TITLE:
DRAINAGE
DETAILS
SHEET NUMBER:
C-421
Feb 26, 2026 KD REVISION 1 - 2026-02-26
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
TM
GENERAL NOTE
THE BLEACHERS ARE METAL AND THE CONCRETE FOUNDATION AVOID THE EXISTING AND
PROPOSED SEWER LINES. THERE IS SPACE UNDERNEATH WHERE THE MANHOLES WILL BE
SITE CIVIL AND CONSULTING ENGINEERING
ACCESSED FOR FUTURE POTENTIAL MAINTENANCE.
LAND SURVEYING
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
PROGRAM MANAGEMENT
LANDSCAPE ARCHITECTURE
SUSTAINABLE DESIGN
PERMITTING SERVICES
© BOHLER
TRANSPORTATION SERVICES
LOD LOD
LOD
LOD
LOD
REVISIONS
LOD
LOD
1020 DRAWN BY
REV DATE COMMENT CHECKED BY
COUNTY FIRE KD
1 2026-02-26
COMMENTS BAB
LOD
1038
1036LOD
1034
1032
1030
1028
1026
1024
1022
LOD LOD
PROP 12 LF 6" DIP @ 8.00%
1020 EX-SAN-10
LOD LOD EX MANHOLE
RIM 1021.50
INV IN 1018.05 (6") S-100
1038
INV OUT 1018.05 (8") S-10
LOD LOD
S-110 LOD LOD
CLEANOUT
RIM 1026.00
INV OUT 1021.17 (6") S-100
LOD
1036 LOD
D S-10
MANHOLE
PROP 'NO PARKING RIM 1020.70
FIRE LANE' SIGN INV IN 1017.09 (6") S-20
LOD 1034 LOD INV IN 1017.09 (8") EX-SAN-10
INV OUT 1017.09 (8")
PROP 8 LF 6" DIP @ 8.00%
1032
1030
LO
S-100 D LOD
MANHOLE
1028
RIM 1026.00 D
INV IN 1020.50 (6") S-110
LOD S S S
1026
INV IN 1019.32 (4") S-100A
INV OUT 1018.99 (6") EX-SAN-10 LOD
PROP 14 LF 4" DIP @ 8.00% 1020 PROP 37 LF 6" DIP @ 1.04% S-20
D
LOD
D S
S-100A W CLEANOUT
RIM 1020.70
CLEANOUT RELOCATED LOD
RIM 1025.00 INV IN 1017.48 (6") S-30
WATER LINE
INV OUT 1020.44 (4") S-100 INV OUT 1017.48 (6") S-10
LOD
LOD RELOCATED LOD
LOD FIRE HYDRANT
PROP 7 LF 6" DIP @ 1.04%
LOD S
PROP WATER LINE 1024
1022 W
E LOD
S-30
CLEANOUT
RIM 1021.00
S-60 LOD INV IN 1017.55 (6") S-40
CLEANOUT LOD W S INV OUT 1017.55 (6") S-20
RIM 1021.00 PROP 18 LF 6" DIP @ 1.04%
LOD
S-40
INV IN 1018.39 (6") S-70 E
CLEANOUT RELOCATED BACKFLOW
INV OUT 1018.39 (6") S-50
RIM 1020.50 PREVENTER / IRRIGATION
INV IN 1017.74 (6") S-50
LOD
CONTROLLER
INV OUT 1017.74 (6") S-30
LOD
E
PROP 16 LF 6" DIP @ 2.22% PROP 35 LF 6" DIP @ 1.04%
S-50
LOD CLEANOUT
1024
S-70 RIM 1020.50
BLDG CONNECTION GEORGIA
LOD
1022
E INV IN 1018.10 (6") S-60 YOU MUST CALL 811 BEFORE ANY EXCAVATION
(REFER TO ARCH PLANS) INV OUT 1018.10 (6") S-40 WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
RIM 1020.29 1-800-282-7411
INV OUT 1018.75 (6") S-60 PROP 28 LF 6" DIP @ 1.04% www.georgia811.com
LOD PROP ELECTRICAL LINE
LOD
E
E
LOD LOD
D
D
ISSUED FOR MUNICIPAL &
1018
LOD
AGENCY REVIEW & APPROVAL
LO
D THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
D DOCUMENT UNLESS INDICATED OTHERWISE.
LOD LO PROJECT No.: GAA250127.00-0A
1018
D
1020
DRAWN BY: KD
CHECKED BY: BAB
LO DATE: 12\05\2025
LOD
D CAD I.D.: P-CIVL-UTIL
LOD LOD
PROJECT:
LOD SITE
LOD
1018
D
DEVELOPMENT
LOD
PLANS
LOD
1018 FOR
LOD LOD
LOD LO DLO
D
LO
D DUNWOODY
LOD LO
D HIGH SCHOOL
FOOTBALL STADIUM
1018 5035 VERMACK RD
LOD DUNWOODY, GA 30338
LOD
DEKALB COUNTY, GEORGIA
LOD
LOD
TM
D
LO
LOD 211 PERIMETER CENTER PKWY NE,
M:\GA\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-UTIL-GAA250127.00-0A----->LAYOUT: C-501 UTILITY PLAN
SUITE 425
LOD
ATLANTA, GEORGIA 30346
Phone: (678) 695-6800
LOD GA@BohlerEng.com
LOD
RG
LOD
E EOG I ST ERE I
G R D A
LOD
No. PE043191
1018 PROFESSIONAL
LOD
02/26/2026 ND
LOD W E BRE NG R
I NEE
E LA
T T
LOD NAD83 NAD83
A . B UC K
S
LOD SHEET TITLE:
LOD
102
0 LOD
UTILITY
LO
D 0
PLAN
101
8 LOD
THIS PLAN TO BE UTILIZED
102 FOR UTILITIES PURPOSES SHEET NUMBER:
1022 LOD ONLY
LOD LOD
LOD 30 15 7.5 0 30 C-501
Feb 26, 2026
PROP 'NO PARKING
FIRE LANE' SIGN SCALE: 1" = 30'
KD REVISION 1 - 2026-02-26
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
TM
SITE CIVIL AND CONSULTING ENGINEERING
VANDERLYN DRIVE HENSLEY DRIVE LAND SURVEYING
(60' PUBLIC R/W)
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
PROGRAM MANAGEMENT
LANDSCAPE ARCHITECTURE
SUSTAINABLE DESIGN
HATCH LEGEND
PERMITTING SERVICES
L12 L20
© BOHLER
L13 L14 C5 L19 TRANSPORTATION SERVICES
L8 L9 C4 L10 L11 L15 L16 L17 C6 FIRE AND EMERGENCY VEHICLE ACCESS
L18 PSB
PSB
REVISIONS
DRAWN BY
PSB REV DATE COMMENT CHECKED BY
COUNTY FIRE KD
MAIN FIRE ACCESS POINT #2 1 2026-02-26
SECONDARY FIRE COMMENTS BAB
ACCESS POINT (EGRESS POINT #3)
PSB
362.53' S00°10'14"W
(EGRESS POINT #2)
L7
PSB
PSB
EGRESS POINT #4
PSB
LOD LOD
L6
LOD
PSB
LOD 1020
1038
LOD
1036
1034
1032
1030
LOD
1028
PSB
1026
1024
1022
L5
LOD 1020
LOD PSB
1038
LOD
LOD PSB
1036 LOD
PSB
LOD
D
L4 PROP 'NO PARKING
FIRE LANE' SIGN
1034
1032
LOD 1030
PSB
LOD
1028
D
S S S
D 1026
LO
1020 PSB
LOD
D D
LOD
L3 PSB
PROP FENCE
RELOCATED
LOD
LOD
FIRE HYDRANT
LOD1024
W 1022
FIRE ACCESS
LOD E TURNAROUND WILL PSB
LOD UTILIZE FIELD
PSB
1024 LOD
E
LOD
1022
PSB
LOD E GEORGIA
L2
D
LOD
LOD
D
1018
YOU MUST CALL 811 BEFORE ANY EXCAVATION
WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
1-800-282-7411
www.georgia811.com
LOD
D
LO PSB
1018 1020
D
ISSUED FOR MUNICIPAL &
LOD LOD
AGENCY REVIEW & APPROVAL
PSB
LOD
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
LOD
D
1018 REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
1018
PSB PROJECT No.: GAA250127.00-0A
DRAWN BY: KD
LOD LOD
LOD CHECKED BY: BAB
C2 LO DATE: 12\05\2025
D
CAD I.D.: P-CIVL-UTIL
LO PSB
D
LOD PROJECT:
1018
SITE
PSB
LOD DEVELOPMENT
LOD
PLANS
LOD
PSB FOR
LOD
821.33' S00°11'15"E
LOD PSB
LOD
C1 1018 DUNWOODY
LOD PSB HIGH SCHOOL
FOOTBALL STADIUM
LOD 5035 VERMACK RD
DUNWOODY, GA 30338
LOD PSB
MAIN FIRE ACCESS POINT #1 DEKALB COUNTY, GEORGIA
102
0 (EGRESS POINT #1)
D
LO 8
0
101
LOD PSB
TM
102
LO 1022
D
LOD
PROP 'NO PARKING
M:\GA\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-UTIL-GAA250127.00-0A----->LAYOUT: C-502 FIRE ACCESS PLAN
FIRE LANE' SIGN
PSB 211 PERIMETER CENTER PKWY NE,
SUITE 425
ATLANTA, GEORGIA 30346
Phone: (678) 695-6800
PSB GA@BohlerEng.com
RG
PSB E EOG I ST ERE I
G R D A
L1 No. PE043191
PSB PROFESSIONAL
02/26/2026 ND
W E BRE NG R
I NEE
E LA
T T
PSB
NAD83 NAD83
A . B UC K
S
SHEET TITLE:
PSB
FIRE
PSB
ACCESS
L25 PLAN
L28
L26 L24 L23 C7 THIS PLAN TO BE UTILIZED
FOR UTILITIES PURPOSES SHEET NUMBER:
ONLY
L27 L22c L22b
L22a
L21
50 25 12.5 0 50 C-502
Feb 26, 2026
SCALE: 1" = 50'
KD REVISION 1 - 2026-02-26
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
TM
SITE CIVIL AND CONSULTING ENGINEERING
LAND SURVEYING
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
PROGRAM MANAGEMENT
LANDSCAPE ARCHITECTURE
SUSTAINABLE DESIGN
PERMITTING SERVICES
© BOHLER
TRANSPORTATION SERVICES
REVISIONS
DRAWN BY
REV DATE COMMENT CHECKED BY
COUNTY FIRE KD
1 2026-02-26
COMMENTS BAB
GEORGIA
YOU MUST CALL 811 BEFORE ANY EXCAVATION
WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
1-800-282-7411
www.georgia811.com
ISSUED FOR MUNICIPAL &
AGENCY REVIEW & APPROVAL
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: GAA250127.00-0A
DRAWN BY: KD
CHECKED BY: BAB
DATE: 12\05\2025
CAD I.D.: P-CIVL-UTIL
PROJECT:
SITE
DEVELOPMENT
PLANS
FOR
DUNWOODY
HIGH SCHOOL
FOOTBALL STADIUM
5035 VERMACK RD
DUNWOODY, GA 30338
DEKALB COUNTY, GEORGIA
TM
M:\GA\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-UTIL-GAA250127.00-0A----->LAYOUT: C-503 FIRE FLOW TEST RESULTS
211 PERIMETER CENTER PKWY NE,
SUITE 425
ATLANTA, GEORGIA 30346
Phone: (678) 695-6800
GA@BohlerEng.com
RG
E EOG I ST ERE I
G R D A
No. PE043191
PROFESSIONAL
02/26/2026 ND
BRE NG R
I NEE
E LA
T T
A . B UC K
SHEET TITLE:
FIRE FLOW
TEST RESULTS
SHEET NUMBER:
C-503
Feb 26, 2026 KD REVISION 1 - 2026-02-26
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
TM
SITE CIVIL AND CONSULTING ENGINEERING
1035 1035 1035 1035
LAND SURVEYING
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
PROGRAM MANAGEMENT
LANDSCAPE ARCHITECTURE
1030 1030 1030 1030 1030 1030
SUSTAINABLE DESIGN
PERMITTING SERVICES
© BOHLER
PROP 8 LF 6" DIP @ 8.00%
PROP 12 LF 6" DIP @ 8.00%
PROP 14 LF 4" DIP @ 8.00% TRANSPORTATION SERVICES
1025 1025 1025 1025 1025 1025
PROP 18 LF 6" DIP @ 1.04%
PROP 7 LF 6" DIP @ 1.04% PROP 28 LF 6" DIP @ 1.04%
REVISIONS
DRAWN BY
PROP 16 LF 6" DIP @ 2.22% REV DATE COMMENT CHECKED BY
COUNTY FIRE KD
1 2026-02-26
COMMENTS BAB
1020 1020 1020 1020 1020 1020
%
6" DIP @ 1.04
PROP 35 LF
%
6" DIP @ 1.04
PROP 37 LF
1015 1015 1015 1015 1015 1015
GC TO FIELD VERIFY EXISTING
UTILITY CROSSINGS PRIOR TO
CONSTRUCTION AND MODIFY AS
NEEDED TO MAINTAIN MINIMUM
COVER AND CLEARANCE
1010 10+29 EX 24" STM X-ING 1010 1010 1010 1010 1010
1005 1005 1005 1005 1005 1005
10+11.70 10+00 = 10+11.70
10+00
10+37.20 11+41.26 10+00 S-100 10+20.05 S-100 10+13.96
S-10 10+44.27 10+62.16 10+97.39 11+25.12
S-20 S-70 EX-SAN-10 MANHOLE MANHOLE
MANHOLE S-30 S-40 S-50 S-60 S-110 S-100A
RIM 1020.70 CLEANOUT CLEANOUT CLEANOUT CLEANOUT CLEANOUT BLDG CONNECTION EX MANHOLE RIM 1026.00 RIM 1026.00
CLEANOUT CLEANOUT
INV IN 1017.09 (6") S-20 RIM 1020.70 RIM 1021.00 RIM 1020.50 RIM 1020.50 RIM 1021.00 (REFER TO ARCH PLANS) RIM 1021.50 INV IN 1020.50 (6") S-110 INV IN 1020.50 (6") S-110
INV IN 1017.09 (8") EX-SAN-10 INV IN 1017.48 (6") S-30 INV IN 1017.74 (6") S-50 RIM 1020.29 INV IN 1018.05 (6") S-100 INV IN 1019.32 (4") S-100A RIM 1026.00 INV IN 1019.32 (4") S-100A RIM 1025.00
INV IN 1017.55 (6") S-40 INV IN 1018.10 (6") S-60 INV IN 1018.39 (6") S-70
DATUM ELEV INV OUT 1017.09 (8") INV OUT 1017.48 (6") S-10 INV OUT 1017.55 (6") S-20 INV OUT 1017.74 (6") S-30 INV OUT 1018.10 (6") S-40 INV OUT 1018.39 (6") S-50 INV OUT 1018.75 (6") S-60
DATUM ELEV INV OUT 1018.05 (8") S-10 INV OUT 1018.99 (6") EX-SAN-10 INV OUT 1021.17 (6") S-100 DATUM ELEV INV OUT 1018.99 (6") EX-SAN-10 INV OUT 1020.44 (4") S-100
1000.00 1000.00 1000.00
PROPOSED SANITARY PROFILE (S-10 TO S-70) PROPOSED SANITARY PROFILE (EX-SAN-10 TO S-110) PROPOSED SANITARY PROFILE (S-100 TO S-100A)
SCALE: 1"= 30 ' HORIZONTAL SCALE: 1"= 30 ' HORIZONTAL SCALE: 1"= 30 ' HORIZONTAL
1"= 3 ' VERTICAL 1"= 3 ' VERTICAL 1"= 3 ' VERTICAL
GEORGIA
YOU MUST CALL 811 BEFORE ANY EXCAVATION
WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
1-800-282-7411
www.georgia811.com
ISSUED FOR MUNICIPAL &
AGENCY REVIEW & APPROVAL
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: GAA250127.00-0A
DRAWN BY: KD
CHECKED BY: BAB
DATE: 12\05\2025
CAD I.D.: P-CIVL-PROF
PROJECT:
SITE
DEVELOPMENT
PLANS
FOR
DUNWOODY
HIGH SCHOOL
\\BOHLERENG.NET\SHARES\GA-PROJECTS\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-PROF-GAA250127.00-0A----->LAYOUT: C-510 UTILITY PROFILES
FOOTBALL STADIUM
5035 VERMACK RD
DUNWOODY, GA 30338
DEKALB COUNTY, GEORGIA
TM
211 PERIMETER CENTER PKWY NE,
SUITE 425
ATLANTA, GEORGIA 30346
Phone: (678) 695-6800
GA@BohlerEng.com
RG
E EOG I ST ERE I
G R D A
No. PE043191
PROFESSIONAL
02/26/2026 ND
BRE NG R
I NEE
E LA
T T
A . B UC K
SHEET TITLE:
UTILITY
PROFILES
SHEET NUMBER:
C-510
Feb 26, 2026 KD REVISION 1 - 2026-02-26
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
TM
SITE CIVIL AND CONSULTING ENGINEERING
LAND SURVEYING
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
PROGRAM MANAGEMENT
LANDSCAPE ARCHITECTURE
SUSTAINABLE DESIGN
PERMITTING SERVICES
© BOHLER
TRANSPORTATION SERVICES
REVISIONS
DRAWN BY
REV DATE COMMENT CHECKED BY
COUNTY FIRE KD
1 2026-02-26
COMMENTS BAB
GEORGIA
YOU MUST CALL 811 BEFORE ANY EXCAVATION
WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
1-800-282-7411
www.georgia811.com
ISSUED FOR MUNICIPAL &
AGENCY REVIEW & APPROVAL
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: GAA250127.00-0A
DRAWN BY: KD
CHECKED BY: BAB
DATE: 12\05\2025
CAD I.D.: P-CIVL-CNDS
PROJECT:
SITE
DEVELOPMENT
PLANS
FOR
DUNWOODY
HIGH SCHOOL
FOOTBALL STADIUM
\\BOHLERENG.NET\SHARES\GA-PROJECTS\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-GAA250127.00-0A----->LAYOUT: C-520 UTILITY DETAILS
5035 VERMACK RD
DUNWOODY, GA 30338
DEKALB COUNTY, GEORGIA
TM
211 PERIMETER CENTER PKWY NE,
SUITE 425
ATLANTA, GEORGIA 30346
Phone: (678) 695-6800
GA@BohlerEng.com
RG
E EOG I ST ERE I
G R D A
No. PE043191
PROFESSIONAL
02/26/2026 ND
BRE NG R
I NEE
E LA
T T
A . B UC K
SHEET TITLE:
UTILITY
DETAILS
SHEET NUMBER:
C-520
Feb 26, 2026 KD REVISION 1 - 2026-02-26
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
TM
EROSION & SEDIMENT CONTROL LEGEND EROSION CONTROL NOTES: SITE CIVIL AND CONSULTING ENGINEERING
Sd2-Bg
LAND SURVEYING
50 1. PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE
LOD LOD LIMITS OF DISTURBANCE
CONSTRUCTED AT EACH ENTRY TO OR EXIT FROM THE SITE
FS
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
PROGRAM MANAGEMENT
CONCRETE WASHOUT 2. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOW OF MUD ON TO PUBLIC RIGHT OF WAY. THIS MAY REQUIRE PERIODIC
PROP SILT SACK FS
TOP DRESSING WITH STONE, AS CONDITIONS DEMANDS, AND REPAIR AND/OR CLEAN-OUT
INLET PROTECTION
OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIAL SPILLED, DROPPED,
LANDSCAPE ARCHITECTURE
CO STABILIZED CONSTRUCTION EXIT WASHED, OR TRACKED FROM VEHICLE ONTO PUBLIC - ROADWAY OR INTO STORM DRAIN
MUST BE REMOVED.
SF Sd1-NS TYPE S SEDIMENT BARRIER (NON-SENSITIVE AREAS)
SUSTAINABLE DESIGN
3. PROVIDE GPS COORDINATES AT CONSTRUCTION EXIT AS REQUIRED ON THE NOTICE INTENT
UNDER THE NPDES APPLICATION.
Sd2-Bg BLOCK AND GRAVEL MANHOLE PROTECTION
PERMITTING SERVICES
4. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE LIMITS OF LAND DISTURBANCE
SHALL BE CLEARLY AND ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR OTHER
© BOHLER
APPROPRIATE MEAN. THE LOCATION AND EXTENT OF ALL AUTHORIZED LAND DISTURBANCE
Sd2-P CURB INLET PROTECTION - COMPOST FILTER SOCK SHALL OCCUR WITHIN THE APPROVED LIMITS.
PROP SILT SACK
INLET PROTECTION 5. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION ENTRANCES/EXITS, ALL TRANSPORTATION SERVICES
LOD LOD PERIMETER EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL
BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION.
LOD
LOD
SF
6. OWNER AGREES TO PROVIDE AND MAINTAIN OFF-STREET PARKING ON THE SUBJECT
PROPERTY DURING THE ENTIRE CONSTRUCTION PERIOD.
7. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES WHILE
LOD
ROADWAY FRONTAGE IMPROVEMENTS ARE BEING MADE.
LOD
SF
LOD
1020 8. THE CONSTRUCTION OF THE SITE WILL INITIATE WITH THE INSTALLATION OF EROSION
REVISIONS
PROPERTY OWNER CONTROL MEASURES SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND EROSION. ALL
DRAWN BY
SEDIMENT CONTROL WILL BE MAINTAINED UNTIL ALL UP STREAM GROUND WITHIN THE REV DATE COMMENT CHECKED BY
DEKALB BOARD OF EDUCATION CONSTRUCTION AREA HAS BEEN COMPLETELY STABILIZED WITH PERMANENT VEGETATION
LOD
1038
1036LOD SF Sd1-NS 1701 MOUNTAIN INDUSTRIAL BLVD COUNTY FIRE KD
1034 AND ALL ROADS/DRIVEWAY HAVE BEEN PAVED. 1 2026-02-26
1032
1030 30" STONE MOUNTAIN, GA 30083 COMMENTS BAB
1028
1026 CONTACT: TYLER GAINES
1024 9. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES WILL
1022 PHONE: (770) 480-1415 RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES
EMAIL: TGAINES@HPDEV.COM ARE CORRECTED WITH THE CITY OF DUNWOODY LAND DEVELOPMENT ORDINANCE,
LOD LOD
SF CHAPTER 16.
10. A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON
THE SITE WHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS.
1020
PROP SILT SACK
INLET PROTECTION
LOD LOD
SF 11. ALL SEWER EASEMENTS DISTURBED MUST BE DRESSED AND GRASSED TO CONTROL
EROSION.
1038
LOD LOD
SF PHASE 1 36 DESIGN PROFESSIONAL'S CERTIFICATION: 2 12
1. INSTALL THE SWPPP INFORMATION SIGN AND POST REQUIRED (1) I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND
DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND
POLLUTION CONTROL PLAN PROVIDES FOR AN APPROPRIATE AND
WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT
COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED
LOD LOD
SF ENTERING THE SITE.
BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE DOCUMENT "
2. STAKE/FLAG THE LOD (WHERE STAKING IS NOT
POSSIBLE/PRACTICAL, THE LOD MUST BE CONSPICUOUSLY, MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" (MANUAL)
AND PROMINENTLY, MARKED TO DENOTE THE BOUNDARY). PUBLISHED BY THE GEORGIA SOIL AND WATER CONSERVATION
LOD MUST REMAIN CONSPICUOUSLY MARKED THROUGHOUT COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH LAND DISTURBING
SF THE ENTIRE CONSTRUCTION PROJECT.
LOD
1036 LOD
ACTIVITY WAS PERMITTED. THE PLAN PROVIDES FOR THE SAMPLING OF
3. INSTALL PERIMETER SEDIMENT CONTROL BMP'S IN THE THE RECEIVING WATER(S) OR THE SAMPLING OF THE STORM WATER
VICINITY OF, AND DOWN GRADIENT FROM, THE LOCATION OF OUTFALL. THE DESIGNATED SYSTEM OF BEST MANAGEMENT PRACTICES
THE PLANNED CONSTRUCTION EXIT, CONSTRUCTION OFFICE
PROP SILT SACK AND SAMPLING METHODS IS EXPECTED TO MEET THE REQUIREMENT
TRAILER, AND TEMPORARY PARKING AND STORAGE AREAS.
INLET PROTECTION CONTAINED IN THE GENERAL NPDES PERMIT NO. GAR100001.
SF CLEAR ONLY THE MINIMUM AREA ABSOLUTELY NECESSARY TO
LOD 1034 LOD
8"
PV Sd1-NS INSTALL THESE PERIMETER CONTROL BMP'S.
30"
1032
C( 4. INSTALL STABILIZED CONSTRUCTION EXIT, AND SET THE (2) "I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED
TB
R) PROJECT OFFICE TRAILER. AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF
Sd2-P
1030
LO
5. INSTALL REMAINING PERIMETER SEDIMENT CONTROL BMP'S,
AS SHOWN ON THE SITE MAPS. CLEAR ONLY THE MINIMUM
OR MY AUTHORIZED AGENT, UNDER MY DIRECT SUPERVISION."
SF
D Sd2-Bg LOD AREA NECESSARY TO INSTALL PERIMETER CONTROL BMP'S. (3) "I CERTIFY UNDER THE PENALTY OF LAW THAT THIS DOCUMENT AND
1028
C 6. PREPARE TEMPORARY PARKING AND STORAGE AREA.
B ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR
7. INSTALL TEMPORARY SEDIMENTATION TRAPS/EXCAVATION
TRAPS. TRAPS MUST BE FULLY FUNCTIONAL BEFORE MASS SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE
LOD THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE
1026
A SF DI CLEARING, GRADING OR EARTH MOVING OPERATIONS BEGIN.
LOD TOP 1018.62 8. BEGIN DEMOLISHING THE SITE. INFORMATION SUBMITTED. BASED UPON MY INQUIRY OF THE PERSON OR
1020
INV IN 1013.90 (A) PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY
INV IN 1013.83 (B) RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION
LOD INV IN 1014.12 (C) SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE,
SF INV OUT 1010.97 ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT
LOD (TBR) PROP SILT SACK PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE
INLET PROTECTION POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS.
FH (TBRL)
LOD EROSION BMP STORAGE CALCULATIONS
Sd1-B
BMP QUANTITY TOTAL STORAGE (CY)
LOD LOD ISSUED: 05/08/2018
LOD EXPIRES: 05/08/2027
SILT FENCE (SENSITIVE)
854 LF 248 CY
LOD (0.29 CY/LF)
1024 SF
0000083972
1022 LOD TOTAL SITE SEDIMENT
GSWCC LEVEL II DESIGN PROFESSIONAL CERTIFICATION #
248 CY PROVIDED (67 CY *
STORAGE PROVIDED
0.97 AC = 65 CY REQUIRED)
LOD (67 CY PER AC REQUIRED)
LOD SF 5
LOD Sd1-NS
30"
DISTURBED AREA SUMMARY
MAPPED SOIL TYPES DESCRIPTION AREA (ACRES)
LOD SF
OVER SOIL TYPE DESCRIPTION SOIL GROUP TOTAL DISTURBED AREA ±0.97
LOD
HEAD AmB APPLING SANDY LOAM B
LOD LINE ( SF
1024
CeB CECIL SANDY LOAM B
TBR) LOD
1022 CeC CECIL SANDY LOAM B
NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50-FOOT UNDISTURBED
STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION OR WITHIN
GEORGIA
YOU MUST CALL 811 BEFORE ANY EXCAVATION
PROP SILT SACK 15
INLET PROTECTION 25-FEET OF THE COASTAL MARSHLAND BUFFER AS MEASURED FROM THE JURISDICTIONAL WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
LOD SF
CuC CECIL-URBAN LAND COMPLEX B DETERMINATION LINE WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND PERMITS. 1-800-282-7411
www.georgia811.com
LOD
LOD LOD PfE PACOLET SANDY LOAM B
AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMP'S
1018
LOD
Sd1-B WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL. ISSUED FOR MUNICIPAL &
17
LOS
PuE PACOLET-URBAN LAND COMPLEX B
ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE
AGENCY REVIEW & APPROVAL
D
CF STABILIZED WITH MULCH OR TEMPORARY SEEDING
Ud URBAN LAND B 21 THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DI EROSION & SEDIMENT CONTROLS, ROCK CONSTRUCTION ENTRANCE, AND TREE PROTECTION
LOD LO DOCUMENT UNLESS INDICATED OTHERWISE.
TAKEN FROM: USDA, NRCS WEB SOIL SURVEY FOR DEKALB COUNTY,
1018
TOP 1015.99 D MEASURES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND
1020
S
INV 1012.74 CF GEORGIA
INV 1016.95 MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. PROJECT No.: GAA250127.00-0A
(TBR)
DRAWN BY: KD
R) THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF
(TB
LO CHECKED BY: BAB
LOD
D
MP EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO,
LOD "C SF
LOD DATE: 12\05\2025
1 8
Sd1-NS
24 HOUR CONTACT LAND-DISTURBING ACTIVITIES.
19 CAD I.D.: P-CIVL-EROS
4" PVC (TBR) 30" TYLER GAINES - (770) 480-1415 EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION
PROJECT:
INV 1016.99 LOD OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL,
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO
LOD
1018 SITE
Sd1-B CONTROL OR TREAT THE SEDIMENT SOURCE OR AS DIRECTED BY THE EROSION CONTROL
Sd2-Bg INSPECTOR.
CFS 20
DEVELOPMENT
LOD WASHOUT OF CONCRETE DRUMS AT THE CONSTRUCTION SITE IS PROHIBITED.
LOD
101 8 PLANS
Sd2-Bg NO STATE WATERS OR WETLANDS ARE LOCATED WITHIN 200 FEET OF THE PROJECT SITE
CFS
FOR
PETROLEUM STORAGE SHALL BE DONE IN ACCORDANCE WITH ONE OF THE TWO FOLLOWING
LOD
S
LOD
CF
LO LOCFS LOD CFS METHODS TO PREVENT STORM WATER DISCHARGES ON THE SITE:
D D A. ALL PETROLEUM STORAGE CONTAINERS SHALL BE COVERED WITH PLASTIC SHEETING OR
Sd1-NS BE LOCATED UNDER TEMPORARY ROOF.
S Sd1-B 30"
CF
LO
D B. ALL PETROLEUM STORAGE CONTAINERS SHALL BE LOCATED IN A SECONDARY
LOD S
LO
CF CONTAINMENT AREA.
D DUNWOODY
HIGH SCHOOL
1018
WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS
APPROX. LOCATION AUTHORIZED BY A SECTION 404 PERMIT FOOTBALL STADIUM
OF EXISTING DRAIN 18
LOD CFS LOD 5035 VERMACK RD
DUNWOODY, GA 30338
DEKALB COUNTY, GEORGIA
Sd1-B
LOD
CFS
LOD
TM
D
LO
LOD SF
M:\GA\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-EROS-GAA250127.00-0A----->LAYOUT: C-801 E&SC PLAN PHASE 1
Sd1-NS
30"
LOD
211 PERIMETER CENTER PKWY NE,
SUITE 425
ATLANTA, GEORGIA 30346
LOD SF
Phone: (678) 695-6800
GA@BohlerEng.com
LOD
RG
LOD
E EOG I ST ERE I
SF
LOD G R D A
LOD 1018 SF No. PE043191
PROFESSIONAL
02/26/2026 ND
BRE
LOD
W E NG R
I NEE
E LA
LOD
T T
A . B UC K
SF
Sd1-NS
30"
LOD
NAD83 NAD83
SHEET TITLE:
LOD SF
102
S
CONCRETE
0 LOD
WASHOUT
E&SC PLAN
D S8
FS
LO 0
101
F
PHASE 1
LOD
102 THIS PLAN TO BE UTILIZED FOR
1022 LOD SOIL EROSION AND SEDIMENT
FS FS SF SHEET NUMBER:
CONTROL PURPOSES ONLY
Co
LOD LOD
LOD
## ## ### 0 ## C-801
Feb 26, 2026
SCALE: 1" = ##'
KD REVISION 1 - 2026-02-26
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
TM
EROSION & SEDIMENT CONTROL LEGEND EROSION CONTROL NOTES: SITE CIVIL AND CONSULTING ENGINEERING
LAND SURVEYING
50 1. PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE
LOD LOD LIMITS OF DISTURBANCE
CONSTRUCTED AT EACH ENTRY TO OR EXIT FROM THE SITE
FS
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
PROGRAM MANAGEMENT
CONCRETE WASHOUT 2. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOW OF MUD ON TO PUBLIC RIGHT OF WAY. THIS MAY REQUIRE PERIODIC
PROP SILT SACK FS
TOP DRESSING WITH STONE, AS CONDITIONS DEMANDS, AND REPAIR AND/OR CLEAN-OUT
INLET PROTECTION
OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIAL SPILLED, DROPPED,
LANDSCAPE ARCHITECTURE
CO STABILIZED CONSTRUCTION EXIT WASHED, OR TRACKED FROM VEHICLE ONTO PUBLIC - ROADWAY OR INTO STORM DRAIN
MUST BE REMOVED.
SF Sd1-NS TYPE S SEDIMENT BARRIER (NON-SENSITIVE AREAS)
SUSTAINABLE DESIGN
3. PROVIDE GPS COORDINATES AT CONSTRUCTION EXIT AS REQUIRED ON THE NOTICE INTENT
UNDER THE NPDES APPLICATION.
Sd2-Bg BLOCK AND GRAVEL MANHOLE PROTECTION
PERMITTING SERVICES
4. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE LIMITS OF LAND DISTURBANCE
SHALL BE CLEARLY AND ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR OTHER
© BOHLER
APPROPRIATE MEAN. THE LOCATION AND EXTENT OF ALL AUTHORIZED LAND DISTURBANCE
Sd2-P CURB INLET PROTECTION - COMPOST FILTER SOCK SHALL OCCUR WITHIN THE APPROVED LIMITS.
PROP SILT SACK
INLET PROTECTION 5. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION ENTRANCES/EXITS, ALL TRANSPORTATION SERVICES
LOD LOD PERIMETER EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL
Ds4 DISTURBED AREA STABILIZATION (WITH SODDING) BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION.
LOD
LOD
SF
6. OWNER AGREES TO PROVIDE AND MAINTAIN OFF-STREET PARKING ON THE SUBJECT
PROPERTY DURING THE ENTIRE CONSTRUCTION PERIOD.
Ss SLOPE STABILIZATION
7. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES WHILE
LOD
ROADWAY FRONTAGE IMPROVEMENTS ARE BEING MADE.
LOD
SF
LOD
1020 8. THE CONSTRUCTION OF THE SITE WILL INITIATE WITH THE INSTALLATION OF EROSION
REVISIONS
PROPERTY OWNER CONTROL MEASURES SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND EROSION. ALL
DRAWN BY
SEDIMENT CONTROL WILL BE MAINTAINED UNTIL ALL UP STREAM GROUND WITHIN THE REV DATE COMMENT CHECKED BY
DEKALB BOARD OF EDUCATION CONSTRUCTION AREA HAS BEEN COMPLETELY STABILIZED WITH PERMANENT VEGETATION
LOD
1038
1036LOD SF Sd1-NS 1701 MOUNTAIN INDUSTRIAL BLVD COUNTY FIRE KD
1034 AND ALL ROADS/DRIVEWAY HAVE BEEN PAVED. 1 2026-02-26
1032
1030 30" STONE MOUNTAIN, GA 30083 COMMENTS BAB
1028
1026 CONTACT: TYLER GAINES
1024 9. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES WILL
1022 PHONE: (770) 480-1415 RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES
EMAIL: TGAINES@HPDEV.COM ARE CORRECTED WITH THE CITY OF DUNWOODY LAND DEVELOPMENT ORDINANCE,
LOD LOD
SF CHAPTER 16.
10. A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON
THE SITE WHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS.
1020
PROP SILT SACK
INLET PROTECTION
LOD Ss LOD
SF 11. ALL SEWER EASEMENTS DISTURBED MUST BE DRESSED AND GRASSED TO CONTROL
EROSION.
Ds4
PHASE 2 36
1038
Sd2-Bg
1. BEGIN GRADING THE SITE
LOD LOD
SF 2. INSTALL UNDERGROUND UTILITIES, STORM SEWER PIPES. DESIGN PROFESSIONAL'S CERTIFICATION: 2 12
3. MUCK TEMPORARY SEDIMENT TRAPS/EXCAVATION TRAPS AND
BRING FINAL GRADE AS CONSTRUCTION PROGRESSES
(1) I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND
4. TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTION
IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST
POLLUTION CONTROL PLAN PROVIDES FOR AN APPROPRIATE AND
COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED
LOD LOD
SF RECENT LAND DISTURBING/GRADING ACTIVITY, ANY
DISTURBED AREAS, INCLUDING MATERIAL STOCKPILES THAT BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE DOCUMENT "
ARE SCHEDULED OR LIKELY TO REMAIN INACTIVE FOR 14 DAYS MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" (MANUAL)
OR MORE. PUBLISHED BY THE GEORGIA SOIL AND WATER CONSERVATION
5. IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH LAND DISTURBING
SF VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.
LOD
1036 LOD
ACTIVITY WAS PERMITTED. THE PLAN PROVIDES FOR THE SAMPLING OF
6. BEGIN INSTALLATION OF VERTICAL STRUCTURE
Sd2-Bg THE RECEIVING WATER(S) OR THE SAMPLING OF THE STORM WATER
D FOUNDATIONS.
OUTFALL. THE DESIGNATED SYSTEM OF BEST MANAGEMENT PRACTICES
PROP SILT SACK AND SAMPLING METHODS IS EXPECTED TO MEET THE REQUIREMENT
INLET PROTECTION CONTAINED IN THE GENERAL NPDES PERMIT NO. GAR100001.
SF
LOD 1034 LOD Sd1-NS
30"
1032
(2) "I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED
AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF
Sd2-P
1030
LO
EROSION BMP STORAGE CALCULATIONS OR MY AUTHORIZED AGENT, UNDER MY DIRECT SUPERVISION."
SF
D LOD
(3) "I CERTIFY UNDER THE PENALTY OF LAW THAT THIS DOCUMENT AND
BMP QUANTITY TOTAL STORAGE (CY)
1028
D ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR
SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE
LOD S S S S S S S S S S S S S S S S S S SILT FENCE (SENSITIVE)
THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE
1026
854 LF 248 CY
SF (0.29 CY/LF)
LOD INFORMATION SUBMITTED. BASED UPON MY INQUIRY OF THE PERSON OR
1020
PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY
Sd2-Bg TOTAL SITE SEDIMENT RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION
248 CY PROVIDED (67 CY *
D STORAGE PROVIDED
LOD
D
0.97 AC = 65 CY REQUIRED) SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE,
SF S
(67 CY PER AC REQUIRED)
ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT
LOD PROP SILT SACK PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE
INLET PROTECTION POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS.
LOD
MAPPED SOIL TYPES
LOD LOD ISSUED: 05/08/2018
LOD SOIL TYPE DESCRIPTION SOIL GROUP EXPIRES: 05/08/2027
LOD Ds4 S AmB APPLING SANDY LOAM B 0000083972
1024 SF
1022 LOD
GSWCC LEVEL II DESIGN PROFESSIONAL CERTIFICATION #
CeB CECIL SANDY LOAM B
LOD Sd2-Bg
CeC CECIL SANDY LOAM B
LOD Sd2-F S SF 5
Sd2-F
LOD Sd1-NS
30"
CuC CECIL-URBAN LAND COMPLEX B
DISTURBED AREA SUMMARY
Sd2-F AREA (ACRES)
PfE PACOLET SANDY LOAM B DESCRIPTION
LOD SF
TOTAL DISTURBED AREA ±0.97
LOD PuE PACOLET-URBAN LAND COMPLEX B
Sd2-F
Ud URBAN LAND B
LOD SF
1024
Sd2-F
LOD
TAKEN FROM: USDA, NRCS WEB SOIL SURVEY FOR DEKALB COUNTY,
1022
GEORGIA NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50-FOOT UNDISTURBED GEORGIA
PROP SILT SACK STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION OR WITHIN YOU MUST CALL 811 BEFORE ANY EXCAVATION
15
Sd2-F INLET PROTECTION 25-FEET OF THE COASTAL MARSHLAND BUFFER AS MEASURED FROM THE JURISDICTIONAL WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
LOD
Sd2-F
SF
DETERMINATION LINE WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND PERMITS. 1-800-282-7411
www.georgia811.com
LOD 24 HOUR CONTACT
D
LOD LOD D AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMP'S
1018
TYLER GAINES - (770) 480-1415
Sd2-F LOD WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL. ISSUED FOR MUNICIPAL &
17
LO ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE
AGENCY REVIEW & APPROVAL
DSF
D
STABILIZED WITH MULCH OR TEMPORARY SEEDING 21 THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
EROSION & SEDIMENT CONTROLS, ROCK CONSTRUCTION ENTRANCE, AND TREE PROTECTION
LOD LO DOCUMENT UNLESS INDICATED OTHERWISE.
1018
D MEASURES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND
1020
SF
MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. PROJECT No.: GAA250127.00-0A
Sd2-Bg DRAWN BY: KD
LO THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF CHECKED BY: BAB
LOD
D
EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO,
LOD SF
LOD
LAND-DISTURBING ACTIVITIES.
DATE: 12\05\2025
19 CAD I.D.: P-CIVL-EROS
Sd1-NS
30" EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION
PROJECT:
LOD OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL,
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO
LOD
1018 SITE
D
CONTROL OR TREAT THE SEDIMENT SOURCE OR AS DIRECTED BY THE EROSION CONTROL
INSPECTOR. 20
SF
DEVELOPMENT
LOD WASHOUT OF CONCRETE DRUMS AT THE CONSTRUCTION SITE IS PROHIBITED.
LOD
101 8 PLANS
Sd2-Bg NO STATE WATERS OR WETLANDS ARE LOCATED WITHIN 200 FEET OF THE PROJECT SITE
FOR
SF
PETROLEUM STORAGE SHALL BE DONE IN ACCORDANCE WITH ONE OF THE TWO FOLLOWING
SF
LOD SF LOD
LOD LO LO SF METHODS TO PREVENT STORM WATER DISCHARGES ON THE SITE:
D D A. ALL PETROLEUM STORAGE CONTAINERS SHALL BE COVERED WITH PLASTIC SHEETING OR
Sd1-NS BE LOCATED UNDER TEMPORARY ROOF.
30"
SF
LO B. ALL PETROLEUM STORAGE CONTAINERS SHALL BE LOCATED IN A SECONDARY
D
LOD Ds4 SF
LO CONTAINMENT AREA.
D DUNWOODY
HIGH SCHOOL
\\BOHLERENG.NET\SHARES\GA-PROJECTS\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-EROS-GAA250127.00-0A----->LAYOUT: C-802 E&SC PLAN PHASE 2
1018
WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS
APPROX. LOCATION AUTHORIZED BY A SECTION 404 PERMIT FOOTBALL STADIUM
OF EXISTING DRAIN 18
LOD
SF
LOD 5035 VERMACK RD
DUNWOODY, GA 30338
DEKALB COUNTY, GEORGIA
LOD
SF
LOD
TM
D
LO
LOD SF Sd1-NS
30"
LOD
211 PERIMETER CENTER PKWY NE,
SUITE 425
ATLANTA, GEORGIA 30346
LOD SF
Phone: (678) 695-6800
GA@BohlerEng.com
LOD
RG
LOD
E EOG I ST ERE I
SF
LOD G R D A
LOD 1018 SF No. PE043191
PROFESSIONAL
02/26/2026 ND
BRE
LOD
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SHEET TITLE:
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102
S
CONCRETE
0 LOD
WASHOUT
E&SC PLAN
D S8
FS
LO 0
101
F
PHASE 2
LOD
102 THIS PLAN TO BE UTILIZED FOR
1022 LOD SOIL EROSION AND SEDIMENT
FS FS SF SHEET NUMBER:
Ds4 CONTROL PURPOSES ONLY
Co
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## ## ### 0 ## C-802
Feb 26, 2026
SCALE: 1" = ##'
KD REVISION 1 - 2026-02-26
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
TM
EROSION & SEDIMENT CONTROL LEGEND EROSION CONTROL NOTES: SITE CIVIL AND CONSULTING ENGINEERING
LAND SURVEYING
50 1. PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE
LOD LOD LIMITS OF DISTURBANCE
CONSTRUCTED AT EACH ENTRY TO OR EXIT FROM THE SITE
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
PROGRAM MANAGEMENT
DISTURBED AREA STABILIZATION (WITH SODDING) 2. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
Ds4
TRACKING OR FLOW OF MUD ON TO PUBLIC RIGHT OF WAY. THIS MAY REQUIRE PERIODIC
TOP DRESSING WITH STONE, AS CONDITIONS DEMANDS, AND REPAIR AND/OR CLEAN-OUT
OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIAL SPILLED, DROPPED,
LANDSCAPE ARCHITECTURE
WASHED, OR TRACKED FROM VEHICLE ONTO PUBLIC - ROADWAY OR INTO STORM DRAIN
MUST BE REMOVED.
SUSTAINABLE DESIGN
3. PROVIDE GPS COORDINATES AT CONSTRUCTION EXIT AS REQUIRED ON THE NOTICE INTENT
PROPERTY OWNER UNDER THE NPDES APPLICATION.
PERMITTING SERVICES
DEKALB BOARD OF EDUCATION 4. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE LIMITS OF LAND DISTURBANCE
1701 MOUNTAIN INDUSTRIAL BLVD SHALL BE CLEARLY AND ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR OTHER
© BOHLER
STONE MOUNTAIN, GA 30083 APPROPRIATE MEAN. THE LOCATION AND EXTENT OF ALL AUTHORIZED LAND DISTURBANCE
SHALL OCCUR WITHIN THE APPROVED LIMITS.
TRANSPORTATION SERVICES
CONTACT: TYLER GAINES
PHONE: (770) 480-1415
EMAIL: TGAINES@HPDEV.COM 5. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION ENTRANCES/EXITS, ALL
LOD LOD PERIMETER EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL
BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION.
LOD
LOD
6. OWNER AGREES TO PROVIDE AND MAINTAIN OFF-STREET PARKING ON THE SUBJECT
PROPERTY DURING THE ENTIRE CONSTRUCTION PERIOD.
7. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES WHILE
LOD
LOD PHASE 3 36 ROADWAY FRONTAGE IMPROVEMENTS ARE BEING MADE.
LOD
1020 8. THE CONSTRUCTION OF THE SITE WILL INITIATE WITH THE INSTALLATION OF EROSION
REVISIONS
1. MUCK EXCAVATED INLET SEDIMENT TRAPS BRING AREAS TO
CONTROL MEASURES SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND EROSION. ALL
FINAL GRADE. DRAWN BY
SEDIMENT CONTROL WILL BE MAINTAINED UNTIL ALL UP STREAM GROUND WITHIN THE REV DATE COMMENT
2. REMOVED ALL TEMPORARY PIPES. PLUG/REPAIR ALL CHECKED BY
CONSTRUCTION AREA HAS BEEN COMPLETELY STABILIZED WITH PERMANENT VEGETATION
AFFECTED INLETS TO PROVIDE PERMANENT PIPE
LOD
1038
1036LOD COUNTY FIRE KD
1034 AND ALL ROADS/DRIVEWAY HAVE BEEN PAVED. 1 2026-02-26
1032
1030 CONNECTIONS. ENSURE ALL PERMANENT PIPES ARE FULLY COMMENTS BAB
1028
1026 OPERATIONAL.
1024 9. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES WILL
1022 3. COMPLETE GRADING AND INSTALLATION OF PERMANENT
RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES
STABILIZATION OVER ALL AREAS.
ARE CORRECTED WITH THE CITY OF DUNWOODY LAND DEVELOPMENT ORDINANCE,
4. COMPLETE CONSTRUCTION OF VERTICAL STRUCTURES.
LOD LOD 5. REMOVE ALL REMAINING TEMPORARY EROSION AND
CHAPTER 16.
SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S)
10. A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON
6. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF
THE SITE WHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS.
1020
TEMPORARY BMP'S.
7. CONTINUE DAILY INSPECTIONS AND REPORTS UNTIL THE SITE
LOD LOD IS FULLY STABILIZED AND THE GENERAL CONSTRUCTION
11. ALL SEWER EASEMENTS DISTURBED MUST BE DRESSED AND GRASSED TO CONTROL
EROSION.
PERMIT GAR100001 IS TERMINATED.
Ds4
1038
LOD LOD DESIGN PROFESSIONAL'S CERTIFICATION: 2 12
(1) I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND
POLLUTION CONTROL PLAN PROVIDES FOR AN APPROPRIATE AND
EROSION BMP STORAGE CALCULATIONS COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED
LOD LOD BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE DOCUMENT "
BMP QUANTITY TOTAL STORAGE (CY) MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" (MANUAL)
PUBLISHED BY THE GEORGIA SOIL AND WATER CONSERVATION
SILT FENCE (SENSITIVE) COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH LAND DISTURBING
854 LF 248 CY
LOD
1036 LOD
(0.29 CY/LF) ACTIVITY WAS PERMITTED. THE PLAN PROVIDES FOR THE SAMPLING OF
THE RECEIVING WATER(S) OR THE SAMPLING OF THE STORM WATER
D
OUTFALL. THE DESIGNATED SYSTEM OF BEST MANAGEMENT PRACTICES
TOTAL SITE SEDIMENT
STORAGE PROVIDED
248 CY PROVIDED (67 CY * AND SAMPLING METHODS IS EXPECTED TO MEET THE REQUIREMENT
0.97 AC = 65 CY REQUIRED) CONTAINED IN THE GENERAL NPDES PERMIT NO. GAR100001.
(67 CY PER AC REQUIRED)
LOD 1034 LOD
1032
(2) "I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED
AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF
1030 OR MY AUTHORIZED AGENT, UNDER MY DIRECT SUPERVISION."
LO
D LOD
MAPPED SOIL TYPES
(3) "I CERTIFY UNDER THE PENALTY OF LAW THAT THIS DOCUMENT AND
1028
D SOIL TYPE DESCRIPTION SOIL GROUP ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR
SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE
LOD S S S S S S S S S S S S S S S S S S AmB APPLING SANDY LOAM B THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE
1026 LOD INFORMATION SUBMITTED. BASED UPON MY INQUIRY OF THE PERSON OR
1020
CeB CECIL SANDY LOAM B PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY
RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION
D
LOD
D S CeC CECIL SANDY LOAM B SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE,
ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT
LOD PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE
CuC CECIL-URBAN LAND COMPLEX B
POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS.
LOD
PfE PACOLET SANDY LOAM B
LOD LOD ISSUED: 05/08/2018
LOD PuE PACOLET-URBAN LAND COMPLEX B EXPIRES: 05/08/2027
LOD Ds4 S
0000083972
1024 Ud URBAN LAND B
1022 LOD TAKEN FROM: USDA, NRCS WEB SOIL SURVEY FOR DEKALB COUNTY,
GSWCC LEVEL II DESIGN PROFESSIONAL CERTIFICATION #
GEORGIA
LOD
LOD S 5
LOD
24 HOUR CONTACT DISTURBED AREA SUMMARY
TYLER GAINES - (770) 480-1415 DESCRIPTION AREA (ACRES)
LOD
TOTAL DISTURBED AREA ±0.97
LOD
LOD
1024 LOD
1022 NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50-FOOT UNDISTURBED
STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION OR WITHIN
GEORGIA
YOU MUST CALL 811 BEFORE ANY EXCAVATION
15
25-FEET OF THE COASTAL MARSHLAND BUFFER AS MEASURED FROM THE JURISDICTIONAL WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
LOD DETERMINATION LINE WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND PERMITS. 1-800-282-7411
www.georgia811.com
LOD
D
LOD LOD D AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMP'S
1018
LOD WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL. ISSUED FOR MUNICIPAL &
17
LO ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE
AGENCY REVIEW & APPROVAL
D
D
STABILIZED WITH MULCH OR TEMPORARY SEEDING 21 THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
EROSION & SEDIMENT CONTROLS, ROCK CONSTRUCTION ENTRANCE, AND TREE PROTECTION
LOD LO DOCUMENT UNLESS INDICATED OTHERWISE.
1018
D MEASURES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND
1020 MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. PROJECT No.: GAA250127.00-0A
DRAWN BY: KD
LO THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF CHECKED BY: BAB
LOD
D
EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO,
LOD LOD
LAND-DISTURBING ACTIVITIES.
DATE: 12\05\2025
19 CAD I.D.: P-CIVL-EROS
EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION
PROJECT:
LOD OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL,
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO
LOD
1018 SITE
D
CONTROL OR TREAT THE SEDIMENT SOURCE OR AS DIRECTED BY THE EROSION CONTROL
INSPECTOR. 20
DEVELOPMENT
LOD WASHOUT OF CONCRETE DRUMS AT THE CONSTRUCTION SITE IS PROHIBITED.
LOD
101 8 PLANS
NO STATE WATERS OR WETLANDS ARE LOCATED WITHIN 200 FEET OF THE PROJECT SITE
FOR
PETROLEUM STORAGE SHALL BE DONE IN ACCORDANCE WITH ONE OF THE TWO FOLLOWING
LOD LOD
LOD LO LO METHODS TO PREVENT STORM WATER DISCHARGES ON THE SITE:
D D A. ALL PETROLEUM STORAGE CONTAINERS SHALL BE COVERED WITH PLASTIC SHEETING OR
BE LOCATED UNDER TEMPORARY ROOF.
LO B. ALL PETROLEUM STORAGE CONTAINERS SHALL BE LOCATED IN A SECONDARY
D
LOD Ds4 LO CONTAINMENT AREA.
D DUNWOODY
HIGH SCHOOL
\\BOHLERENG.NET\SHARES\GA-PROJECTS\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-EROS-GAA250127.00-0A----->LAYOUT: C-803 E&SC PLAN PHASE 3
1018
WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS
AUTHORIZED BY A SECTION 404 PERMIT FOOTBALL STADIUM
18
LOD LOD 5035 VERMACK RD
DUNWOODY, GA 30338
DEKALB COUNTY, GEORGIA
LOD
LOD
TM
D
LO
LOD
LOD
211 PERIMETER CENTER PKWY NE,
SUITE 425
ATLANTA, GEORGIA 30346
LOD Phone: (678) 695-6800
GA@BohlerEng.com
LOD
RG
LOD
E EOG I ST ERE I
LOD G R D A
LOD 1018 No. PE043191
PROFESSIONAL
02/26/2026 ND
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SHEET TITLE:
LOD
102
S
0 LOD
E&SC PLAN
D 8
LO 0
101 PHASE 3
LOD
102 THIS PLAN TO BE UTILIZED FOR
1022 LOD SOIL EROSION AND SEDIMENT SHEET NUMBER:
Ds4 CONTROL PURPOSES ONLY
LOD LOD
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## ## ### 0 ## C-803
Feb 26, 2026
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KD REVISION 1 - 2026-02-26
GENERAL CONSERVATION NOTES AND SPECIFICATIONS
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
SLOPE AND EDGES WILL PROVIDE EXTRA PROTECTION AGAINST LIFTING AND UNDERCUTTING OF SOD. THE
(SOURCE: GEORGIA SOIL AND WATER CONSERVATION COMMISSION SAME TECHNIQUE CAN BE USED TO ANCHOR SOD IN WATER-CARRYING CHANNELS AND OTHER CRITICAL GSWCC EROSION AND SEDIMENT CONTROL NOTES 9 TM
AREAS. WIRE STAPLES MUST BE USED TO ANCHOR NETTING IN CHANNEL WORK.
I. GENERAL INFORMATION f. IMMEDIATELY FOLLOWING INSTALLATION, SOD SHOULD BE WATERED UNTIL MOISTURE PENETRATES THE 1. THE PRIMARY PERMITTEE OF THIS PROJECT IS DEKALB BOARD OF EDUCATION, 1701 MOUNTAIN THE PLAN APPLICABLE TO THE PRIMARY PERMITTEE'S SITE SHALL BE OBSERVED TO ENSURE THAT
DESIGN PROFESSIONAL'S CERTIFICATION: 2 12
SOIL LAYER BENEATH SOD TO A DEPTH OF 4 INCHES. MAINTAIN OPTIMUM MOISTURE FOR AT LEAST TWO INDUSTRIAL BOULEVARD, STONE MOUNTAIN, GA , THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE LOCATIONS OR POINTS ARE ACCESSIBLE,
CONTACT: TYLER GAINES, HIGHPOINT DEVELOPMENT, TEL: (770) 480-1415. 5 THEY SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE
A. THIS EROSION AND SEDIMENT CONTROL PLAN SHALL BE AVAILABLE AT THE SITE. WEEKS. (1) I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND
SITE CIVIL AND CONSULTING ENGINEERING
B. NO SEDIMENT OR SEDIMENT LADEN WATER MUST BE ALLOWED TO LEAVE THE SITE WITHOUT FIRST BEING 6. TOP DRESSING - IF SLOW RELEASE NITROGEN (300 POUNDS 38-0-0 PER ACRE OR EQUIVALENT) IS USED IN IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATER(S). FOR AREAS OF A SITE THAT HAVE
PROPERLY FILTERED. 2. THE TOTAL ACREAGE OF THE PROPERTY IS ± 38.28 ACRES AND THE TOTAL DISTURBED AREA IS ± 1.30 UNDERGONE FINAL STABILIZATION OR ESTABLISHED A CROP OF ANNUAL VEGETATION AND A POLLUTION CONTROL PLAN PROVIDES FOR AN APPROPRIATE AND
ADDITION SUGGESTED FERTILIZER, THEN A FOLLOW-UP OF TOP DRESSING IS NOT MANDATORY.
C. ANY SEDIMENT THAT IS TRACKED ONTO THE ROAD MUST BE CLEANED OFF BEFORE THE END OF THE DAY. a. SPRING INSTALLATION OF SOD WILL REQUIRE AN APPLICATION OF FERTILIZER SUCH AS 10-20-10 ACRES SEEDING OF TARGET PERENNIALS APPROPRIATE FOR THE REGION, THE PERMITTEE MUST COMPLY COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED
WITH PART IV.D.4.A.(4). THESE INSPECTIONS MUST BE CONDUCTED UNTIL A NOTICE OF TERMINATION BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE DOCUMENT "
LAND SURVEYING
D. DISTURBED AREAS ON WHICH EARTHMOVING ACTIVITIES HAVE CEASED AND WHICH WILL REMAIN EXPOSED SHALL EQUIVALENT AT 400 POUNDS PER ACRE OR 10 POUNDS PER 1,000 SQUARE FEET BETWEEN SEPTEMBER 1
BE STABILIZED IMMEDIATELY, EITHER TEMPORARILY OR PERMANENTLY, INCLUDING THE RESTORATION OF AND OCTOBER 15. 3. THE PROPERTY IS LOCATED AT GPS LOCATION 33.994270°, -84.314905°, 5035 VERMACK RD, DEKALB IS SUBMITTED. MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" (MANUAL)
DRIVEWAYS, STOCKPILES, OFF-SITE UNDERGROUND UTILITY LINES AND GRADED PERIMETER AREAS. DURING b. FALL INSTALLATION OF SOD WILL REQUIRE THE ABOVE BETWEEN MARCH 15 AND MAY 1. COUNTY, DUNWOODY, GA 30338. (4). CERTIFIED PERSONNEL (PROVIDED BY THE PRIMARY PERMITTEE) SHALL INSPECT AT LEAST ONCE PUBLISHED BY THE GEORGIA SOIL AND WATER CONSERVATION
PER MONTH DURING THE TERM OF THIS PERMIT (I.E., UNTIL A NOTICE OF TERMINATION IS RECEIVED
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
NON-GERMINATION PERIODS, MULCH MUST BE APPLIED AT RECOMMENDED RATES. CRUSHED STONE ON PAVEMENT
PROGRAM MANAGEMENT
COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH LAND DISTURBING
SUBGRADE IS CONSIDERED ADEQUATE PROTECTION. 4. THE RECEIVING WATERS OF THIS PROJECT IS THE EXISTING CONVEYANCE PIPE TO THE NORTHEAST BY EPD) THE AREAS OF THE SITE THAT HAVE UNDERGONE FINAL STABILIZATION OR ESTABLISHED A
ACTIVITY WAS PERMITTED. THE PLAN PROVIDES FOR THE SAMPLING OF
E. AREAS THAT FAIL TO GERMINATE MUST BE RE-SEEDED OR MULCHED. HAZARDOUS MATERIAL MANAGEMENT & SPILL REPORTING 25 OF THE SITE. THE ULTIMATE RECEIVING WATER IS NANCY CREEK APPROX. 18,000 FT TO THE CROP OF ANNUAL VEGETATION AND A SEEDING OF TARGET PERENNIALS APPROPRIATE FOR THE
THE RECEIVING WATER(S) OR THE SAMPLING OF THE STORM WATER
F. WHERE DISTURBED AREAS ARE DIFFICULT TO STABILIZE, NETTING SHOULD BE USED TO HOLD SEED AND MULCH IN SOUTHWEST OF THE PROJECT SITE. 11 REGION. THESE AREAS SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR,
LANDSCAPE ARCHITECTURE
PLACE; THIS IS ESPECIALLY IMPORTANT AROUND WATERCOURSES, IN SWALES AND AREAS OF CONCENTRATED ANY HAZARDOUS OR POTENTIALLY HAZARDOUS MATERIAL THAT IS BROUGHT ONTO THE CONSTRUCTION SITE SHALL BE POLLUTANTS ENTERING THE DRAINAGE SYSTEM AND THE RECEIVING WATER(S). EROSION AND OUTFALL. THE DESIGNATED SYSTEM OF BEST MANAGEMENT PRACTICES
FLOWS, STEEP SLOPES. HANDLED PROPERLY TO REDUCE THE POTENTIAL FOR STORMWATER POLLUTION. ALL MATERIALS USED ON THIS 5. THE IMPROVEMENTS FOR THIS PROJECT WILL INCLUDE THE ESTABLISHMENT OF EROSION CONTROL SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE OBSERVED TO ENSURE THAT AND SAMPLING METHODS IS EXPECTED TO MEET THE REQUIREMENT
G. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENTATION MUST BE MAINTAINED PROPERLY. MAINTENANCE CONSTRUCTION SITE SHALL BE PROPERLY STORED, HANDLED, DISPENSED AND DISPOSED OF FOLLOWING ALL APPLICABLE MEASURES AROUND THE PROPOSED LIMITS OF DISTURBANCE (LOD), DEMOLITION OF EXISTING SITE THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE LOCATIONS OR POINTS ARE ACCESSIBLE, CONTAINED IN THE GENERAL NPDES PERMIT NO. GAR100001.
LABEL DIRECTIONS. FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL BE STORED AND HANDLED ACCORDING TO APPLICABLE FEATURES WITHIN THE LOD, CONSTRUCTION AND MODIFICATION OF NEW AND EXISTING UTILITY AND
SUSTAINABLE DESIGN
MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT CONTROL AFTER EACH RUNOFF EVENT AND ON A THEY SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE
REGULATIONS, AND, AT A MINIMUM, ACCORDING TO 29 CFR 1926.152. ONLY APPROVED CONTAINERS AND PORTABLE TANKS DRAINAGE INFRASTRUCTURE, AND CONSTRUCTION OF THE VERTICAL STRUCTURES. IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATER(S).
WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, (2) "I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED
REPLACEMENT, RE-GRADING, RE-SEEDING, RE-MULCHING, AND RE-NETTING, MUST BE PERFORMED IMMEDIATELY. SHALL BE USED FOR STORAGE AND HANDLING OF FLAMMABLE AND COMBUSTIBLE LIQUIDS. (5). BASED ON THE RESULTS OF EACH INSPECTION, THE SITE DESCRIPTION AND THE POLLUTION AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF
H. IF AT ANY TIME PRIOR TO SITE STABILIZATION ANY E&SP PROBLEMS OCCUR WHICH REQUIRE ADDITIONAL 6. WASHOUT OF THE DRUM OF A CONCRETE TRUCK AT THE CONSTRUCTION SITE IS PROHIBITED. PREVENTION AND CONTROL MEASURES IDENTIFIED IN THE EROSION, SEDIMENTATION AND
PERMITTING SERVICES
MATERIAL SAFETY DATA SHEETS (MSDS) INFORMATION SHALL BE KEPT ON SITE FOR ANY AND ALL APPLICABLE MATERIALS. CONCRETE WASHDOWN OF TOOLS, CONCRETE MIXER CHUTES, HOPPERS AND THE REAR OF OR MY AUTHORIZED AGENT, UNDER MY DIRECT SUPERVISION."
CONTROLS, IMMEDIATE ACTION MUST BE TAKEN TO CORRECT THE PROBLEMS. POLLUTION CONTROL PLAN, THE PLAN SHALL BE REVISED AS APPROPRIATE NOT LATER THAN SEVEN
HOWEVER, MSDS MAY ALSO BE ACCESSED VIA TELEPHONE OR OTHER ELECTRONIC MEANS OR APPARATUS. VEHICLES WILL ONLY BE ALLOWED IN A DESIGNATED AREA PROVIDED FOR THIS PURPOSE, AS (7) CALENDAR DAYS FOLLOWING EACH INSPECTION. IMPLEMENTATION OF SUCH CHANGES
© BOHLER
I. THE CONTRACTOR MUST DEVELOP AND COORDINATE WITH OWNER AND HAVE APPROVED BY THE GSWCC, A
SHOWN ON THE DRAWINGS. THE FOLLOWING BEST MANAGEMENT PRACTICES WILL BE FOLLOWED: SHALL BE MADE AS SOON AS PRACTICAL BUT IN NO CASE LATER THAN SEVEN (7) CALENDAR DAYS (3) "I CERTIFY UNDER THE PENALTY OF LAW THAT THIS DOCUMENT AND
SEPARATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN FOR EACH SPOIL, BORROW OR OTHER WORK AREA
TRANSPORTATION SERVICES
NOT DETAILED ON THE PERMITTED PLANS, WHETHER LOCATED WITHIN OR OUTSIDE OF THE LIMITS OF IN THE EVENT OF AN ACCIDENTAL SPILL, IMMEDIATE ACTION SHALL BE TAKEN BY THE GC TO CONTAIN AND REMOVE THE a. CONTAIN ALL WASH WATER ON SOIL, IN A BOWL SHAPED AREA CREATED IN DESIGNATED WASH FOLLOWING EACH INSPECTION. THE PRIMARY PERMITTEE MUST AMEND THE PLAN IN ACCORDANCE ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR
CONSTRUCTION. SPILLED MATERIAL. THE SPILL SHALL BE REPORTED TO THE APPROPRIATE AGENCIES IN THE REQUIRED TIME FRAMES. AS AREA TO PREVENT THE WASH WATER FROM FLOWING FROM THE WASHOUT AREA; WITH PART IV.D.4.B.(5). WHEN A SECONDARY PERMITTEE NOTIFIES THE PRIMARY PERMITTEE OF ANY SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE
J. CONTRACTOR SHALL NOTIFY THE GSWCC OF DISPOSAL METHOD AND LOCATION OF MATERIALS (IF ANY) TO BE REQUIRED UNDER THE PROVISIONS OF THE CLEAN WATER ACT, ANY SPILL OR DISCHARGE ENTERING WATERS OF THE b. USE THE MINIMUM AMOUNT OF WATER TO WASH DOWN THE TOOLS, CONCRETE MIXER CHUTES, PLAN DEFICIENCIES. THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE
REMOVED FROM SITE. UNITED STATES SHALL BE PROPERLY REPORTED. HOPPERS AND THE REAR OF VEHICLES; INFORMATION SUBMITTED. BASED UPON MY INQUIRY OF THE PERSON OR
(6). A REPORT OF EACH INSPECTION THAT INCLUDES THE NAME(S) OF CERTIFIED PERSONNEL MAKING
K. STANDARD FOR DISPOSAL OF MATERIALS: c. REMOVE ANY CONCRETE SEDIMENT FROM THE AREA SURROUNDING THE WASHOUT AREA BEFORE EACH INSPECTION, THE DATE(S) OF EACH INSPECTION, CONSTRUCTION PHASE (I.E.,INITIAL,
ALL HAZARDOUS MATERIALS, INCLUDING CONTAMINATED SOIL AND LIQUID CONCRETE WASTE, SHALL BE DISPOSED OF BY
PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY
L. ALL MATERIALS TO BE RECYCLED OR DISPOSED OF MUST DO SO IN ACCORDANCE WITH ALL APPLICABLE STATE AND IT HARDENS; AND INTERMEDIATE OR FINAL), MAJOR OBSERVATIONS RELATING TO THE IMPLEMENTATION OF THE
THE CONTRACTOR IN THE MANNER SPECIFIED BY FEDERAL, STATE AND LOCAL REGULATIONS AND BY THE MANUFACTURER d. REMOVE ALL CONCRETE RESIDUE FROM THE DESIGNATED AREA ONCE IT HAS HARDENED. 24 RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION
LOCAL REGULATIONS. STOCKPILES TO BE HAULED OFF SITE MUST HAVE AN APPROVED EROSION AND SEDIMENT EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN, AND ACTIONS TAKEN IN ACCORDANCE SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE,
CONTROL PLAN AT THE DESTINATION LOCATION. OF SUCH PRODUCTS.
WITH PART IV.D.4.A.(5). OF THE PERMIT SHALL BE MADE AND RETAINED AT THE
7. ON-SITE BURIAL PITS ARE NOT ALLOWED AT ANY LOCATION. ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT
SITE OR BE READILY AVAILABLE AT A DESIGNATED ALTERNATE LOCATION UNTIL THE ENTIRE SITE OR
II. STANDARD FOR LAND GRADING THE GC SHALL PREPARE A WRITTEN RECORD OF ANY SPILL AND ASSOCIATED CLEAN-UP ACTIVITIES OF PETROLEUM PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE
PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF 1 GALLON OR REPORTABLE QUANTITIES, WHICHEVER IS LESS, ON 8. THAT PORTION OF A CONSTRUCTION SITE THAT HAS BEEN PHASED HAS UNDERGONE FINAL
ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN ON THIS PLAN IS SUBJECT TO A FINE. POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS.
THE DAY OF THE SPILL. THE GC SHALL PROVIDE NOTICE TO OWNER IMMEDIATELY UPON IDENTIFICATION OF ANY SPILL. STABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTED TO EPD. SUCH REPORTS SHALL BE REVISIONS
A. DEFINITION: RESHAPING THE GROUND SURFACE BY GRADING TO PLAN GRADES, WHICH ARE DETERMINED BY READILY AVAILABLE BY END OF THE SECOND BUSINESS DAY AND/OR WORKING DAY AND SHALL
TOPOGRAPHIC SURVEY AND LAYOUT. 9. GRADING 1 ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND
ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLE QUANTITIES AS DEFINED IDENTIFY ALL INCIDENTS OF BEST MANAGEMENT PRACTICES THAT HAVE NOT BEEN PROPERLY DRAWN BY
1. PROVISIONS SHALL BE MADE TO SAFELY CONDUCT SURFACE WATER TO STORM DRAINS OR SUITABLE WATER SUBJECT TO A FINE. REV DATE COMMENT
BY EPA OR THE STATE OR LOCAL AGENCY REGULATIONS, SHALL BE IMMEDIATELY REPORTED TO THE EPA NATIONAL INSTALLED AND/OR MAINTAINED AS DESCRIBED IN THE PLAN. WHERE THE REPORT DOES NOT IDENTIFY ISSUED: 05/08/2018 CHECKED BY
COURSES AND TO PREVENT SURFACE RUNOFF FROM DAMAGING CUT FACES AND FULL SLOPES. ANY INCIDENTS, THE INSPECTION REPORT SHALL CONTAIN A CERTIFICATION THAT THE BEST
RESPONSE CENTER (1-800-424-8802) AND THE CITY OF DUNWOODY. 10. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER EXPIRES: 05/08/2027 COUNTY FIRE KD
2. ADJOINING PROPERTY SHALL BE PROTECTED FROM EXCAVATION AND FILLING OPERATIONS. MANAGEMENT PRACTICES ARE IN COMPLIANCE WITH THE EROSION, SEDIMENTATION AND POLLUTION 1 2026-02-26
B. INSTALLATION REQUIREMENTS THAN 3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS ON OTHER AREAS. COMMENTS BAB
CONTROL PLAN. THE REPORT SHALL BE SIGNED IN ACCORDANCE WITH PART V.G.2. OF THIS PERMIT.
1. TIMBER, LOGS, BRUSH, RUBBISH, ROCKS, STUMPS AND VEGETABLE MATTER WHICH WILL INTERFERE WITH THE THE STATE REPORTABLE QUANTITY FOR PETROLEUM PRODUCTS IS: 0000083972
IF THE PETROLEUM DISCHARGED, RELEASED OR SPILLED: 11. BASIN OUTLET STRUCTURES WITH DRAINAGE AREAS EQUAL OR GREATER THAN ONE ACRES MUST 31. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION
GRADING OPERATION OR AFFECT THE PLANNED STABILITY OR FILL AREAS SHALL BE REMOVED AND DISPOSED AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, LAND DISTURBING ACTIVITIES. GSWCC LEVEL II DESIGN PROFESSIONAL CERTIFICATION #
OF IN ACCORDANCE WITH STANDARD FOR DISPOSAL OF MATERIALS. · IS 25 GALLONS OR MORE, OR WITHDRAW WATER FROM THE SURFACE. 19
2. FILL MATERIAL IS TO BE FREE OF BRUSH, RUBBISH, TIMBER, LOGS, VEGETATIVE MATTER AND STUMPS IN · CAUSES A SHEEN ON NEARBY SURFACE WATER, OR
AMOUNTS THAT WILL BE DETRIMENTAL TO CONSTRUCTING STABLE FILLS. · IS 100 FEET OR LESS FROM SURFACE WATER BODY, 12. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE GSWCC 32. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE
3. ALL FILLS SHALL BE COMPACTED SUFFICIENTLY FOR THEIR INTENDED PURPOSE AND AS REQUIRED TO THEN THE PERSON OWNING OR HAVING CONTROL OVER THE OIL MUST IMMEDIATELY TAKE MEASURE TO COLLECT AND EROSION CONTROL INSPECTOR. APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND
REDUCE SLIPPING, EROSION OR EXCESS SATURATION. REMOVE THE DISCHARGE, AND REPORT THE DISCHARGE TO GSWCC WITHIN 24 HOURS OF DISCHARGE, AND BEGIN TO SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT
4. ALL DISTURBED AREAS SHALL BE LEFT WITH A NEAT AND FINISHED APPEARANCE AND SHALL BE PROTECTED RESTORE AREA AFFECTED BY DISCHARGE. 13. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICH MUST BE VERIFIED BY SOURCE.
20
FROM EROSION. THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.
5. (SEE I. D.) IF THE PETROLEUM RELEASED OR SPILLED: 33. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED
· IS LESS THAN 25 GALLONS OR MORE; 14. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEORGIA WITH MULCH OR TEMPORARY SEEDING.
· DOES NOT CAUSES A SHEEN ON NEARBY SURFACE WATER; AND MANUAL FOR EROSION AND SEDIMENT CONTROL DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, AND 21
III. STANDARD FOR UTILITY TRENCH EXCAVATION
· IS MORE THAN 100 FEET OR LESS FROM SURFACE WATER BODY; ANY APPLICABLE LOCAL LAWS AND CODES.
A. LIMIT ADVANCE CLEARING AND GRUBBING OPERATIONS TO A DISTANCE EQUAL TO TWO TIMES THE LENGTH OF PIPE THEN THE PERSON WHO OWNS OR HAS CONTROL OVER THE OIL MUST IMMEDIATELY TAKE MEASURE TO COLLECT AND
INSTALLATION THAT CAN BE COMPLETED IN ONE DAY. REMOVE THE DISCHARGE. IF IT CANNOT BE CLEANED UP WITHIN 24 HOURS OF THE DISCHARGE OR CAUSE A SHEEN ON 15. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED PERMIT COVERAGE:
B. LIMIT DAILY TRENCH EXCAVATION TO THE LENGTH OF PIPE PLACEMENT, PLUG INSTALLATION AND BACKFILLING NEARBY SURFACE WATER, THE PERSON MUST IMMEDIATELY NOTIFY GSWCC. AT 2:1(HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE
THAT CAN BE COMPLETED THE SAME DAY. DAILY BACKFILLING OF THE TRENCH MAY BE DELAYED FOR A MAX. OF SIX CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS BROUGHT THIS PLAN HAS BEEN PREPARED TO MEET THE REQUIREMENTS UNDER THE STATE OF GEORGIA,
DAYS FOR CERTAIN CASES REQUIRING TESTING OF THE INSTALLED PIPE. IF THE PETROLEUM RELEASED OR SPILLED IN ANY CIRCUMSTANCES DOES NOT MEET ONE OF THE ABOVE REQUIREMENTS, ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY THEN THE DEPARTMENT OF NATURAL RESOURCES, ENVIRONMENTAL PROTECTION DIVISION (EPD), GENERAL
C. WATER WHICH ACCUMULATES IN THE OPEN TRENCH WILL BE COMPLETELY REMOVED BY PUMPING TO A FACILITY OR IS NOT PERMITTED BY GS 143-215.1, OR IT IS NOT PURSUANT TO A RULE ADOPTED BY THE ENVIRONMENTAL CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY ON-SITE AND/OR OFF-SITE BARROW PERMIT NO. GAR100001 FOR AUTHORIZATION TO DISCHARGE UNDER THE NATIONAL POLLUTANT
FOR REMOVAL OF SEDIMENT (SEDIMENT FILTER BAG, SEE DETAIL) BEFORE PIPE PLACEMENT AND/OR BACKFILLING MANAGEMENT COMMISSION OR, A REGULATION OF USEPA, IT MUST BE REPORTED TO GSWCC IMMEDIATELY. LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR. DISCHARGE ELIMINATION SYSTEM (NPDES), STORMWATER DISCHARGES ASSOCIATED WITH
BEGINS. THE REPORTABLE QUANTITY FOR HAZARDOUS MATERIALS CAN BE FOUND IN SECTION 304 OF THE EPCRA CONSTRUCTION ACTIVITY FOR COMMON DEVELOPMENTS.
D. ON THE DAY FOLLOWING PIPE PLACEMENT AND TRENCH BACKFILLING, THE DISTURBED AREA WILL BE GRADED TO 16. ANY REPORT SUBMITTED TO GSWCC MUST ALSO BE SENT TO THE CITY OF DUNWOODY ENGINEERING
FINAL CONTOURS AND APPROPRIATE TEMPORARY EROSION AND SEDIMENT POLLUTION CONTROL MEASURES / TO MINIMIZE THE POTENTIAL FOR A SPILL OF PETROLEUM PRODUCT OR HAZARDOUS MATERIALS TO COME IN CONTACT DEPARTMENT ATTENTION DIRECTOR INCLUDING ANY SELF INSPECTION REPORTS. MANAGEMENT PRACTICES AND PERMIT VIOLATIONS (PART III.D):
FACILITIES WILL BE INSTALLED. SEEDING AND MULCHING OF ALL DISTURBED AREAS WILL BE DONE IMMEDIATELY. WITH STORMWATER, THE FOLLOWING STEPS SHALL BE IMPLEMENTED: 1. BEST MANAGEMENT PRACTICES ARE REQUIRED FOR ALL CONSTRUCTION ACTIVITIES AND MUST BE
E. WORK CREWS AND EQUIPMENT FOR TRENCHING, PLACEMENT OF PIPE, PLUG CONSTRUCTION AND BACKFILLING 17. LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHER GRADING IMPLEMENTED IN ACCORDANCE WITH THE DESIGN SPECIFICATIONS CONTAINED IN THE “MANUAL FOR
WILL BE SELF CONTAINED AND SEPARATE FROM CLEARING AND GRUBBING AND SITE RESTORATION AND 1. ALL MATERIALS WITH HAZARDOUS PROPERTIES, SUCH AS PESTICIDES, PETROLEUM PRODUCTS, FERTILIZERS, SOAPS, REQUIREMENTS. EROSION AND SEDIMENT CONTROL IN GEORGIA" TO PREVENT OR REDUCE THE POLLUTION OF
STABILIZATION OPERATIONS. DETERGENTS, CONSTRUCTION CHEMICALS, ACIDS, BASES, PAINTS, PAINT SOLVENTS, ADDITIVES FOR SOIL WATERS OF GEORGIA. PROPER DESIGN, INSTALLATION, AND MAINTENANCE OF BMP'S SHALL
F. ALL SOIL EXCAVATED FROM THE TRENCH WILL BE PLACED ON THE UPHILL SIDE OF THE TRENCH. STABILIZATION, CONCRETE, CURING COMPOUNDS AND ADDITIVES, ETC., SHALL BE STORED IN A SECURE LOCATION, 18. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATED PRIOR TO GRADING CONSTITUTE A COMPLETE DEFENSE TO ANY ACTION BY THE DIRECTOR OR TO ANY OTHER
UNDER COVER AND IN APPROPRIATE, TIGHTLY SEALED CONTAINERS WHEN NOT IN USE. OPERATIONS. NO DEVICE MAY BE REMOVED WITHOUT APPROVAL OF EROSION CONTROL ALLEGATION OF NONCOMPLIANCE WITH PART III.D.3 AND PART III.D.4.
IV. STANDARD FOR TEMPORARY STABILIZATION COORDINATOR.
2. THE MINIMUM PRACTICAL QUANTITY OF ALL SUCH MATERIALS SHALL BE KEPT ON THE JOB SITE AND SCHEDULED FOR 2. FAILURE TO PROPERLY DESIGN, INSTALL, OR MAINTAIN BMP'S SHALL CONSTITUTE A VIOLATION OF
A. STANDARD FOR TEMPORARY STABILIZATION WITH MULCH DELIVERY AS CLOSE TO TIME OF USE AS PRACTICAL. 19. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS. THE PERMIT ROUTINE INSPECTIONS SHALL NOT BE CONSIDERED A VIOLATION. IF DURING THE
1. MULCHING IS MOST APPLICABLE TO THOSE AREAS SUBJECT TO PERIODIC DISTURBANCE AND REWORKING. IN COURSE OF THE PERMITTEE'S ROUTINE INSPECTIONS BMP FAILURES ARE OBSERVED WHICH HAVE
ADDITION, STABILIZATION WITH MULCH SHALL BE USED DURING NON-GERMINATION PERIODS. 3. A SPILL CONTROL AND CONTAINMENT KIT (CONTAINING FOR EXAMPLE, ABSORBENT MATERIAL SUCH AS KITTY LITTER OR 20. ALL DISTANCES ARE HORIZONTAL GROUND. RESULTED IN SEDIMENT DEPOSITION INTO WATERS OF THE STATE, THE PERMITTEE SHALL CORRECT
2. PERFORM ALL CULTURAL OPERATIONS AT RIGHT ANGLES TO THE SLOPE. SAWDUST, ACID, BASE, NEUTRALIZING AGENT, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, PLASTIC AND THE BMP FAILURES AND SHALL. SUBMIT A SUMMARY OF THE VIOLATIONS TO EPD IN ACCORDANCE
3. GRADE AS NEED AND FEASIBLE. SEE STANDARD FOR LAND GRADING. METAL TRASH CONTAINERS, ETC.) SHALL BE PROVIDED AT THE CONSTRUCTION SITE AND ITS LOCATION(S) SHALL BE 21. ANCHOR SILT FENCE WITH COMPACTED BACKFILL ON TREE PROTECTION ZONES. DO NOT BURY. WITH PART V.A.2 OF THE PERMIT.
4. PROTECTIVE MATERIALS TO BE USED: IDENTIFIED WITH LEGIBLE SIGNAGE AND SHOWN ON SITE MAPS.
a. UNROTTED SMALL-GRAIN STRAW OR HAY AT 3.0 TONS PER ACRE SPREAD UNIFORMLY AT 135 POUNDS PER a. THE SPILL CONTROL AND CONTAINMENT KIT SUPPLIES SHALL BE OF SUFFICIENT QUANTITIES AND APPROPRIATE 22. ALL EROSION CONTROL DEVICES SHOULD BE CHECKED PERIODICALLY AND AFTER EVERY MAJOR 3. A DISCHARGE OF STORM WATER RUNOFF FROM DISTURBED AREAS WHERE BMP'S HAVE NOT BEEN
CONTENT TO CONTAIN A SPILL FROM THE LARGEST ANTICIPATED PIECE OF EQUIPMENT AND FROM THE LARGEST STORM EVENT. IF ANY FAILURES ARE FOUND, THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE. PROPERLY DESIGNED, INSTALLED, AND MAINTAINED SHALL CONSTITUTE A SEPARATE VIOLATION FOR
1000 SQUARE FEET AND ANCHORED WITH LIQUID MULCH BINDER OR; WOOD-FIBER OR PAPER-FIBER MULCH
AT A RATE OF 1500 POUNDS PER ACRE MAY BE APPLIED BY A ANTICIPATED QUANTITIES OF PRODUCTS STORED ON THE SITE AT ANY GIVEN TIME. EACH DAY ON WHICH SUCH DISCHARGE RESULTS IN THE TURBIDITY OF RECEIVING WATER{S) BEING
b. CONTENTS SHALL BE INSPECTED DAILY DURING THE DAILY STORMWATER INSPECTION. 23. ANY ASSOCIATED DEMOLITION PERMITS AND METHODS OF DEMOLITION ARE TO BE OBTAINED AND INCREASED BY MORE THAN TEN (10) NEPHELOMETRIC TURBIDITY UNITS FOR WATERS CLASSIFIED AS
b. HYDROSEEDER OR HYDROMULCHER. USE IS LIMITED TO FLATTER SLOPES AND DURING OPTIMUM SEEDING
ARRANGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. TROUT STREAMS OR MORE THAN TWENTY-FIVE {25) NEPHELOMETRIC TURBIDITY UNITS FOR WATERS
PERIODS IN SPRING AND FALL. LIQUID MULCH BINDERS: APPLY IMMEDIATELY AFTER PLACEMENT OF HAY
OR STRAW MULCH TO MINIMIZE LOSS BY WIND OR WATER. IF EMULSIFIED ASPHALT - (SS-1, CSS-1, CMS-2, 4. ALL PRODUCTS SHALL BE STORED IN AND USED FROM THE ORIGINAL CONTAINER WITH THE ORIGINAL PRODUCT LABEL. SUPPORTING WARM WATER FISHERIES, REGARDLESS OF A PERMITTEE'S CERTIFICATION UNDER
CONTAINERS MUST BE STORED IN A MANNER TO PROTECT THEM FROM THE ELEMENTS AND INCIDENTAL DAMAGE. 24. SEDIMENT TRAPS AND BASINS NEED TO BE STABILIZED IMMEDIATELY AFTER INSTALLATION. PART II.B.1.j. AND PART II.B.3.j.
MS-2, RS-1, RS-2, CRS-1 AND CRS-2), APPLY 0.04 GAL./SQ. YD. OR 194 GAL./ACRE ON FLAT SLOPES LESS THAN
8' HIGH. ON SLOPES 8' OR MORE HIGH USE 0.075 GAL./SQ. YD. OR 363 GAL./ACRE.
5. ALL PRODUCTS SHALL BE USED IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE PRODUCT LABEL. 25. STONE OUTLETS SHOULD BE INSTALLED AT LOW POINTS OF THE SILT FENCING, BASED ON FIELD AUTHORIZED DISCHARGES (PART I.C):
CONDITIONS. 1. ALL DISCHARGES OF STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY THAT WILL RESULT
B. STANDARD FOR TEMPORARY STABILIZATION WITH SEED
1. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE REDISTURBED WITHIN ONE YEAR 6. THE DISPOSAL OF EXCESS OR USED PRODUCTS SHALL BE IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE IN LAND DISTURBANCE EQUAL TO OR GREATER THAN ONE ACRE. PART I.C.1.a.
PRODUCT LABEL AND REGULATIONS. 26. SPILL CLEANUP AND CONTROL PRACTICES:
MUST BE SEEDED AND MULCHED IMMEDIATELY WITH A TEMPORARY COVER.
LOCAL, STATE AND MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE 2. ALL DISCHARGES COVERED BY THIS PERMIT SHALL BE COMPOSED ENTIRELY OF STORM WATER
2. SEEDBED PREPARATION
CLEARLY POSTED AND PROCEDURES WILL BE MADE AVAILABLE TO SITE PERSONNEL. MATERIAL AND
a. PERFORM ALL CULTURAL OPERATIONS AT RIGHT ANGLES TO SLOPE.
b. APPLY GROUND LIMESTONE AT A RATE OF 1 TON/AC.
POLLUTANT REDUCTION PRACTICES - PRODUCT SPECIFIC EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREAS.
EXCEPT AS PROVIDED IN PART I.C.2 AND PART III.A.2 OF THE PERMIT. PART III.A.1.
c. APPLY 10-10-10 FERTILIZER A RATE OF 150 LB/AC. PRACTICES TYPICAL MATERIALS AND EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, BROOMS, DUSTPANS, MOPS,
RAGS, GLOVES, GOGGLES, CAT UTTER, SAND, SAWDUST AND PROPERLY LABELED PLASTIC AND
3. AUTHORIZED MIXED STORMWATER DISCHARGES: PART I.C.2.
a. THE INDUSTRIAL SOURCE OR ACTIVITY OTHER THAN CONSTRUCTION IS LOCATED ON THE SAME
d. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF FOUR (4) INCHES.
METAL WASTE CONTAINERS. SPILL PREVENTION PRACTICES AND PROCEDURES WILL BE REVIEWED SITE AS THE CONSTRUCTION ACTIVITY AND IS AN INTEGRAL PART OF THE CONSTRUCTION
PETROLEUM BASED PRODUCTS - CONTAINERS FOR PRODUCTS SUCH AS FUELS, LUBRICANTS, AND TARS WILL BE AFTER A SPILL AND ADJUSTED AS NECESSARY TO PREVENT FUTURE SPILLS. ALL SPILLS WILL BE
C. SEEDING ACTIVITY;
INSPECTED DAILY FOR LEAKS AND SPILLS. THIS INCLUDES ONSITE VEHICLES AND MACHINERY DAILY INSPECTIONS AND CLEANED UP IMMEDIATELY UPON DISCOVERY. ALL SPILLS WILL BE REPORTED AS REQUIRED BY
LATE WINTER/EARLY SPRING (PIEDMONT JAN.1 - MAY 1; COASTAL PLAIN DEC. 1 - APRIL 15) b. THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE AREAS OF
REGULAR PREVENTATIVE MAINTENANCE OF SUCH EQUIPMENT. EQUIPMENT MAINTENANCE AREAS WILL BE LOCATED AWAY LOCAL, STATE AND FEDERAL REGULATIONS. FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A
1. SEED MIXTURE TEMPORARY: THE SITE WHERE CONSTRUCTION ACTIVITIES ARE OCCURRING ARE IN COMPLIANCE WITH THE
FROM STATE WATERS, NATURAL DRAINS, AND STORM WATER DRAINAGE INLETS. IN ADDITION, TEMPORARY FUELING TANKS SHEEN ON SURFACE WATER}, THE NATIONAL RESPONSE CENTER (NRC) WILL BE CONTACTED WITHIN
· RYE(GRAIN) SHALL BE APPLIED AT A RATE OF 120 LB/ACRE TERMS OF THE PERMIT;
SHALL HAVE A SECONDARY CONTAINMENT LINER TO PREVENT/MINIMIZE SITE CONTAMINATION. DISCHARGE OF OILS, FUELS, 24 HOURS AT 1-800-424-8802. FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL CENTER (NRC)
· ANNUAL LESPEDEZA (KOBE) SHALL BE APPLIED AT A RATE OF 50 LB/ACRE c. STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE AREAS OF THE
AND LUBRICANTS IS PROHIBITED. PROPER DISPOSAL METHODS WILL INCLUDE COLLECTION IN A SUITABLE CONTAINER AND WILL BE CONTACTED WITHIN 24 HOURS AT 1-800-424-8802. FOR SPILLS GREATER THAN 25 GALLONS
2. APPLY SEED UNIFORMLY. NORMAL SEEDING DEPTH IS FROM 1/4" TO 1/2". HYDROSEEDINGS (INCLUDING SITE WHERE GENERAL PERMIT OR INDIVIDUAL PERMIT AUTHORIZING SUCH DISCHARGES AND THE
DISPOSAL AS REQUIRED BY LOCAL AND STATE REGULATIONS. AND NO SURFACE WATER IMPACTS, THE GEORGIA EPD WILL BE CONTACTED WITHIN 24 HOURS. FOR
FERTILIZER AND SEED IN A SLURRY FORM), MAY BE LEFT ON THE SOIL SURFACE. SOIL CONSERVATION DISCHARGES ARE IN COMPLIANCE WITH A DIFFERENT NPDES PERMIT.
SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE SPILL WILL BE CLEANED UP
DISTRICT CAN REQUIRE SPECIFIC TECHNIQUES FOR HYDROSEEDING AND/OR HYDROMULCHING IN AREAS WITH PAINTS/FINISHES/SOLVENTS - ALL PRODUCTS WILL BE STORED IN TIGHTLY SEALED ORIGINAL CONTAINERS WHEN NOT IN AND LOCAL AGENCIES WILL BE CONTACTED AS REQUIRED. THE CONTRACTOR SHALL NOTIFY THE 4. THE FOLLOWING NON-STORM WATER DISCHARGES MAY BE AUTHORIZED BY THIS PERMIT PROVIDED
DROUGHTY CONDITIONS. FOR MULCHING REQUIREMENTS, SEE STANDARD FOR STABILIZATION WITH MULCH. USE. EXCESS PRODUCT WILL NOT BE DISCHARGED TO THE STORM WATER COLLECTION SYSTEM. EXCESS PRODUCT, LICENSED PROFESSIONAL WHO PREPARED THIS PLAN IF MORE THAN 1,320 GALLONS OF PETROLEUM THE NON-STORM WATER COMPONENT OF THE DISCHARGE IS EXPLICITLY IN THE PLAN AND IS IN
3. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE MATERIALS USED WITH THESE PRODUCTS, AND PRODUCT CONTAINERS WILL BE DISPOSED OF ACCORDING TO IS STORED ONSITE (THIS INCLUDES CAPACITIES OF EQUIPMENT} OR IF ANY ONE PIECE OF COMPLIANCE WITH PART IV.D.7: PART III.A.2.
AND 750 LB/ACRE 10-10-10 FERTILIZER. MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. EQUIPMENT HAS A CAPACITY GREATER THAN 660 GALLONS. THE CONTRACTOR WILL NEED A SPILL a. FIRE FIGHTING ACTIVITIES;
PREVENTION CONTAINMENT AND COUNTERMEASURES PLAN PREPARED BY THAT LICENSED b. B. FIRE HYDRANT FLUSHING;
SUMMER (PIEDMONT MAY 1 - AUG. 15; COASTAL PLAIN APRIL 15 - AUG. 15) CONCRETE TRUCK WASHING - NO CONCRETE TRUCKS WILL BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS PROFESSIONAL. c. POTABLE WATER SOURCES INCLUDING WATER LINE FLUSHING;
1. SEED MIXTURE TEMPORARY: GERMAN MILLET SHALL BE APPLIED AT A RATE OF 40 LB/ACRE CONCRETE OR DRUM WASH WATER ONSITE.
2. APPLY SEED UNIFORMLY. NORMAL SEEDING DEPTH IS FROM 1/4" TO 1/2". HYDROSEEDINGS (INCLUDING d. IRRIGATION DRAINING;
27. WHERE APPLICABLE, NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR e. AIR CONDITIONING CONDENSATE;
FERTILIZER AND SEED IN A SLURRY FORM), MAY BE LEFT ON THE SOIL SURFACE. SOIL CONSERVATION FERTILIZER/HERBICIDES - THESE PRODUCTS WILL BE APPLIED AT RATES THAT DO NOT EXCEED THE MANUFACTURER'S 50-FOOT UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED f. SPRINGS;
DISTRICT CAN REQUIRE SPECIFIC TECHNIQUES FOR HYDROSEEDING AND/OR HYDROMULCHING IN AREAS WITH SPECIFICATIONS OR ABOVE THE GUIDELINES SET FORTH IN THE CROP ESTABLISHMENT OR IN THE GSWCC MANUAL FOR VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND PERMITS. 15 g. UNCONTAMINATED GROUND WATER; AND GEORGIA
DROUGHTY CONDITIONS. FOR MULCHING REQUIREMENTS, SEE STANDARD FOR STABILIZATION WITH MULCH. EROSION AND SEDIMENT CONTROL IN GEORGIA. ANY STORAGE OF THESE MATERIALS WILL BE UNDER ROOF IN SEALED YOU MUST CALL 811 BEFORE ANY EXCAVATION
3. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE h. FOUNDATION OR FOOTING DRAINS WHERE THE FLOWS ARE NOT CONTAMINATED WITH PROCESS WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
CONTAINERS.
AND 750 LB/ACRE 10-10-10 FERTILIZER 28. THE PRIMARY PERMITTEE AND TERTIARY PERMITTEE(S) MUST RETAIN THE DESIGN PROFESSIONAL MATERIALS OR POLLUTANTS. 1-800-282-7411
WHO PREPARED THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN, EXCEPT WHEN THE www.georgia811.com
BUILDING MATERIALS - NO BUILDING OR CONSTRUCTION MATERIALS WILL BE BURIED OR DISPOSED OF ONSITE. ALL SUCH
FALL (PIEDMONT MAY 1 - AUG. 15; COASTAL PLAIN APRIL 15 - AUG. 15) PERMITTEE HAS REQUESTED IN WRITING AND EPD HAS AGREED TO AN ALTERNATE DESIGN LIMITATIONS ON COVERAGE PART I.C.3
MATERIAL WILL BE DISPOSED OF IN PROPER WASTE DISPOSAL PROCEDURES.
1. SEED MIXTURE TEMPORARY: RYE (GRAIN) SHALL BE APPLIED AT A RATE OF 120 LB/ACRE PROFESSIONAL, TO INSPECT THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS THE FOLLOWING STORM WATER DISCHARGES FROM CONSTRUCTION SITES ARE NOT AUTHORIZED BY
2. APPLY SEED UNIFORMLY. NORMAL SEEDING DEPTH IS FROM 1/4" TO 1/2". HYDROSEEDINGS (INCLUDING AND PERIMETER CONTROL BMP'S WHICH THE DESIGN PROFESSIONAL DESIGNED WITHIN SEVEN (7) THIS PERMIT: ISSUED FOR MUNICIPAL &
FERTILIZER AND SEED IN A SLURRY FORM), MAY BE LEFT ON THE SOIL SURFACE. SOIL CONSERVATION DAYS AFTER INSTALLATION. THE DESIGN PROFESSIONAL SHALL DETERMINE IF THESE BMP'S HAVE A. STORM WATER DISCHARGES ASSOCIATED WITH AN INDUSTRIAL ACTIVITY THAT ORIGINATE FROM
DISTRICT CAN REQUIRE SPECIFIC TECHNIQUES FOR HYDROSEEDING AND/OR HYDROMULCHING IN AREAS WITH BEEN INSTALLED AND ARE BEING MAINTAINED AS DESIGNED. THE DESIGN PROFESSIONAL SHALL THE SITE AFTER CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED AND THE SITE HAS AGENCY REVIEW & APPROVAL
DROUGHTY CONDITIONS. FOR MULCHING REQUIREMENTS, SEE STANDARD FOR STABILIZATION WITH MULCH. REPORT THE RESULTS OF THE INSPECTION TO THE PERMITTEE WITHIN SEVEN (7) DAYS AND THE UNDERGONE FINAL STABILIZATION
3. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE PERMITTEE MUST CORRECT ALL DEFICIENCIES WITHIN TWO (2) BUSINESS DAYS OF RECEIPT OF THE B. DISCHARGES THAT ARE MIXED WITH SOURCES OF NON-STORM WATER OTHER THAN DISCHARGES THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
AND 1,000 LB/ACRE 10-10-10 FERTILIZER INSPECTION REPORT FROM THE DESIGN PROFESSIONAL UNLESS WEATHER RELATED SITE WHICH ARE IDENTIFIED IN PART III.A.2. OF THIS PERMIT AND WHICH ARE IN COMPLIANCE WITH PART REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
CONDITIONS ARE SUCH THAT ADDITIONAL TIME IS REQUIRED. 14 IV.D.7 (NON-STORM WATER DISCHARGES) OF THIS PERMIT;
V. STANDARD FOR PERMANENT STABILIZATION C. STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY THAT ARE SUBJECT TO AN
EXISTING NPDES INDIVIDUAL OR GENERAL PERMIT. SUCH DISCHARGES MAY BE AUTHORIZED UNDER PROJECT No.: GAA250127.00-0A
29. THE PRIMARY, SECONDARY OR TERTIARY PERMITTEES, AS APPLICABLE, SHALL AMEND THEIR PLANS
THIS PERMIT AFTER AN EXISTING PERMIT EXPIRES PROVIDED THE EXISTING PERMIT DID NOT DRAWN BY: KD
A. SPECIFICATION FOR SEEDING & SOIL TREATMENT FOR PERMANENT VEGETATIVE COVER WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE, WHICH
ESTABLISH NUMERIC LIMITATIONS FOR SUCH DISCHARGES; AND CHECKED BY: BAB
1. SITE PREPARATION HAS A SIGNIFICANT EFFECT ON BMP'S WITH A HYDRAULIC COMPONENT. AMENDMENTS TO THE PLANS
a. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL. ALL REVISIONS OR AMENDMENTS SHALL BE D. STORM WATER DISCHARGES FROM CONSTRUCTION SITES THAT THE DIRECTOR (EPD) HAS DATE: 12\05\2025
PREPARATION, SEEDING, MULCH APPLICATION AND ANCHORING, AND MAINTENANCE. SUBMITTED TO THE LOCAL ISSUING AUTHORITY FOR REVIEW. DETERMINED TO BE OR MAY REASONABLY BE EXPECTED TO BE CONTRIBUTING TO A VIOLATION OF A CAD I.D.: P-CIVL-EROD
17 WATER QUALITY STANDARD.
b. SUBSOIL SHOULD BE TESTED FOR LIME REQUIREMENT AND LIMESTONE, IF NEEDED, SHOULD BE APPLIED
TO BRING SOIL PH TO 6.5 AND INCORPORATED INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 30. NO WASTE MATERIAL INCLUDING BUT NOT LIMITED TO WASTE BUILDING MATERIALS, CONSTRUCTION PROJECT:
INCHES. COMPLIANCE WITH WATER QUALITY PART I.C.4
AND DEMOLITION DEBRIS, CONCRETE WASHOUT OR EXCAVATED SEDIMENT, SHALL BE DISCHARGED
NO DISCHARGES AUTHORIZED BY THIS PERMIT SHALL CAUSE VIOLATIONS OF GEORGIA'S IN-STREAM
c. IMMEDIATELY PRIOR TO TOPSOIL DISTRIBUTION, THE SURFACE SHOULD BE SCARIFIED TO PROVIDE A GOOD
BOND WITH THE TOPSOIL.
TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT. 18
WATER QUALITY STANDARDS AS PROVIDED BY THE RULES AND REGULATIONS FOR WATER QUALITY SITE
CONTROL, CHAPTER 391-3-6-.03.
2. APPLYING TOPSOIL
a. TOPSOIL SHOULD BE HANDLED ONLY WHEN IT IS DRY ENOUGH TO WORK WITHOUT DAMAGING SOIL INSPECTIONS: 30 DEVELOPMENT
A. PRIMARY PERMITTEE.
STRUCTURE.
b. ALL DISTURBED TOPSOIL ON-SITE IS TO BE REDISTRIBUTED ON-SITE IN AREAS NOT COVERED BY (1). EACH DAY WHEN ANY TYPE OF CONSTRUCTION ACTIVITY HAS TAKEN PLACE AT A PRIMARY PLANS
IMPERVIOUS SURFACES. NO REMOVAL OF TOPSOIL IS ALLOWED UNLESS APPROVED BY THE TOWNSHIP. A PERMITTEE'S SITE, CERTIFIED PERSONNEL PROVIDED BY THE PRIMARY PERMITTEE SHALL INSPECT:
(A) ALL AREAS AT THE PRIMARY PERMITTEE'S SITE WHERE PETROLEUM PRODUCTS ARE STORED FOR
UNIFORM APPLICATION TO A DEPTH OF 5 INCHES (UNSETTLED) IS RECOMMENDED. SOILS WITH A PH OF 4.0
OR LESS OR CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM DEPTH OF 12 INCHES OF SOIL USED OR HANDLED FOR AND LEAKS FROM VEHICLES AND EQUIPMENT AND (B) ALL LOCATIONS AT THE
HAVING A PH OF 5.0 OR MORE. PRIMARY PERMITTEE'S SITE WHERE VEHICLES ENTER OR EXIT HE SITE FOR EVIDENCE OF OFF-SITE
3. SEEDBED PREPARATION SEDIMENT TRACKING. THESE INSPECTIONS MUST BE CONDUCTED UNTIL A NOTICE OF TERMINATION
a. PERFORM ALL CULTURAL OPERATIONS AT RIGHT ANGLES TO SLOPE. IS SUBMITTED.
b. APPLY 10-20-10 OR EQUIVALENT RATED FERTILIZER AT A RATE OF 500 POUNDS PER ACRE OR 11 POUNDS (2). MEASURE AND RECORD RAINFALL WITHIN DISTURBED AREAS OF THE SITE THAT HAVE NOT MET
PER 1000 SQUARE FEET. FINAL STABILIZATION ONCE EVERY 24 HOURS EXCEPT ANY NON-WORKING SATURDAY,NON-WORKING
c. APPLY 300 POUNDS 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN. SUNDAY AND NON-WORKING FEDERAL HOLIDAY. THE DATA COLLECTED FOR THE PURPOSE OF
d. APPLY PULVERIZED DOLOMITIC LIMESTONE AT A RATE OF 1/3 TONS PER ACRES OR 15 POUNDS PER 1000 COMPLIANCE WITH THIS PERMIT SHALL BE REPRESENTATIVE OF THE MONITORED ACTIVITY.
MEASUREMENT OF RAINFALL MAY BE SUSPENDED IF ALL AREAS OF THE SITE HAVE UNDERGONE DUNWOODY
SQUARE FEET.
e. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES CONTINUE FINAL STABILIZATION OR ESTABLISHED A CROP OF ANNUAL VEGETATION AND A HIGH SCHOOL
TILLAGE UNTIL A REASONABLY UNIFORM FINE SEEDBED IS PREPARED. SEEDING OF TARGET PERENNIALS APPROPRIATE FOR THE REGION. FOOTBALL STADIUM
f. REMOVE FROM THE SURFACE ALL STONES TWO INCHES OR LARGER IN ANY DIMENSION, REMOVE ALL (3). CERTIFIED PERSONNEL (PROVIDED BY THE PRIMARY PERMITTEE) SHALL INSPECT THE
5035 VERMACK RD
OTHER DEBRIS, SUCH AS WIRE, CABLE, TREE ROOTS, PIECES OF CONCRETE, CLODS, LUMPS OR OTHER FOLLOWING AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF THE END
UNSUITABLE MATERIAL. OF A STORM THAT IS 0.5 INCHES RAINFALL OR GREATER (UNLESS SUCH STORM ENDS AFTER 5:00 PM DUNWOODY, GA 30338
DEKALB COUNTY, GEORGIA
M:\GA\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-EROD-GAA250127.00-0A----->LAYOUT: C-804 EROSION AND SEDIMENT CONTROL NOTES
g. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST ON ANY FRIDAY OR ON ANY NON-WORKING SATURDAY, NON-WORKING SUNDAY OR ANY
BE RE-TILLED AND FIRMED AS ABOVE. NON-WORKING FEDERAL HOLIDAY IN WHICH CASE THE INSPECTION SHALL BE COMPLETED BY THE
4. SEEDING END OF THE NEXT BUSINESS DAY AND/OR WORKING DAY, WHICHEVER OCCURS FIRST): (A)
a. SEED MIXTURE PERMANENT: SAHARA BERMUDA GRASS AT A RATE OF 275 LB/ACRE IN ADDITION TO DISTURBED AREAS OF THE PRIMARY PERMITTEE'S CONSTRUCTION SITE;
TEMPORARY SEEDING (SEE ABOVE), SEEDING DATES 3/1 TO 5/15 8/15 TO 10/1. (B) AREAS USED BY THE PRIMARY PERMITTEE FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO TM
b. SEED MIX SHALL HAVE A PURE LIVE SEED (PLS) RATING OF 60% OR GREATER PRECIPITATION; AND
c. APPLY SEED UNIFORMLY. NORMAL SEEDING DEPTH IS FROM 1/4" TO 1/2". HYDROSEEDINGS (INCLUDING (C) STRUCTURAL CONTROL MEASURES. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN
FERTILIZER AND SEED IN A SCURRY FORM), WHICH ARE MULCHED, MAY BE LEFT ON THE SOIL SURFACE.
SOIL CONSERVATION DISTRICT CAN REQUIRE SPECIFIC TECHNIQUES FOR HYDROSEEDING AND/OR
HYDROMULCHING IN AREAS WITH DROUGHTY CONDITIONS. FOR MULCHING REQUIREMENTS SEE
STANDARD FOR STABILIZATION WITH MULCH: PROTECTIVE MATERIALS TO BE USED. 211 PERIMETER CENTER PKWY NE,
d. UNROTTED SMALL-GRAIN STRAW OR HAY AT 3.0 TONS PER ACRE SPREAD UNIFORMLY AT 135 POUNDS PER SUITE 425
1000 SQUARE FEET AND ANCHORED WITH LIQUID MULCH BINDER OR; WOOD-FIBER OR PAPER-FIBER MULCH ATLANTA, GEORGIA 30346
AT A RATE OF 1500 POUNDS PER ACRE MAY BE APPLIED BY A
Phone: (678) 695-6800
5. IRRIGATION - (WHERE FEASIBLE) IF SOIL MOISTURE IS DEFICIENT AND MULCH IS NOT USED, SUPPLY NEW
SEEDINGS WITH ADEQUATE WATER, A MINIMUM OF 1/4" TWICE A DAY UNTIL VEGETATION IS WELL GA@BohlerEng.com
ESTABLISHED, ESPECIALLY WHEN SEEDING IS PERFORMED IN ABNORMALLY DRY OR HOT WEATHER OR ON
DROUGHTY SITES.
RG
B. STANDARD FOR PERMANENT STABILIZATION WITH SOD E EOG I ST ERE I
1. METHODS AND MATERIALS
a. CULTIVATED SOD IS PREFERRED OVER NATIVE OR PASTURE SOD. SPECIFY "CERTIFIED SOD," OR OTHER
G R D A
HIGH QUALITY CULTIVATED SOD.
b. SOD SHOULD BE FREE OF WEEDS AND UNDESIRABLE COARSE WEEDY GRASSES. No. PE043191
c. SOD SHOULD BE OF UNIFORM THICKNESS, APPROXIMATELY 5/8 INCH, PLUS OR MINUS 1/4 INCH, AT TIME OF PROFESSIONAL
CUTTING. (EXCLUDES TOP GROWTH).
02/26/2026 ND
BRE
d. SOD SHOULD BE VIGOROUS AND DENSE AND BE ABLE TO RETAIN ITS OWN SHAPE AND WEIGHT WHEN
SUSPENDED VERTICALLY WITH A FIRM GRASP FROM THE UPPER 10% OF THE STRIP. BROKEN PADS OR NG R
I NEE
E LA
TORN AND UNEVEN ENDS WILL NOT BE ACCEPTABLE. T T
e. FOR DROUGHTY SITES A SOD OF KENTUCKY 31 TALL FESCUE AND BLUEGRASS IS PREFERRED OVER A
STRAIGHT BLUEGRASS SOD. A . B UC K
f. ONLY MOIST, FRESH UNHEATED SOD SHOULD BE USED. SOD SHOULD BE HARVESTED, DELIVERED AND
INSTALLED WITHIN A PERIOD OF 36 HOURS.
2. SITE PREPARATION SEE SPECIFICATION FOR SEEDING & SOIL TREATMENT FOR PERMANENT VEGETATIVE SHEET TITLE:
COVER.
3. APPLYING TOPSOIL. SEE SPECIFICATION FOR SEEDING & SOIL TREATMENT FOR PERMANENT VEGETATIVE
EROSION AND
COVER.
4. SEEDBED PREPARATION. SEE SPECIFICATION FOR SEEDING & SOIL TREATMENT FOR PERMANENT VEGETATIVE
SEDIMENT
COVER.
5. SOD PLACEMENT
CONTROL
a. SOD STRIPS SHOULD BE LAID ON THE CONTOUR, NEVER UP AND DOWN THE SLOPE, STARTING AT THE
BOTTOM OF THE SLOPE AND WORKING UP. ON STEEP SLOPES, THE USE OF LADDERS WILL FACILITATE THE
NOTES AND
WORK AND PREVENT DAMAGE TO THE SOD. DURING PERIODS OF HIGH TEMPERATURE, LIGHTLY IRRIGATE DETAILS
THE SOIL IMMEDIATELY PRIOR TO LAYING THE SOD.
b. PLACE SOD STRIPS WITH SNUG EVEN JOINTS THAT ARE STAGGERED. OPEN SPACES INVITE EROSION. SHEET NUMBER:
c. ROLL OR TAMP SOD IMMEDIATELY FOLLOWING PLACEMENT TO INSURE SOLID CONTACT OF ROOT MAT AND
SOIL SURFACE. DO NOT OVERLAP SOD. ALL JOINTS SHOULD BE BUTTED TIGHTLY IN ORDER TO PREVENT
VOIDS, WHICH WOULD CAUSE DRYING OF THE ROOTS.
d. ON SLOPES GREATER THAN 3 TO 1, SECURE SOD TO SURFACE SOIL WITH WOOD PEGS, WIRE STAPLES, OR
C-804
Feb 26, 2026
SPLIT SHINGLES (8 TO 10 INCHES LONG BY 3/4 INCH WIDE).
e. SURFACE WATER CANNOT ALWAYS BE DIVERTED FROM FLOWING OVER THE FACE OF THE SLOPE, BUT A
CAPPING STRIP OF HEAVY JUTE OR PLASTIC NETTING, PROPERLY SECURED, ALONG THE CROWN OF THE
KD REVISION 1 - 2026-02-26
SAMPLING REQUIREMENTS 31 33
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
NON-STORMWATER DISCHARGES TM
THIS PERMIT REQUIRES THE MONITORING OF NEPHELOMETRIC TURBIDITY IN RECEIVING WATER(S) OR OUTFALLS IN
ACCORDANCE WITH THIS PERMIT. THIS PARAGRAPH SHALL NOT APPLY TO ANY LAND DISTURBANCE ASSOCIATED WITH THE EXCEPT FOR FLOWS FROM FIRE FIGHTING ACTIVITIES, SOURCES OF NONSTORMWATER LISTED IN PART III.A.2. OF THIS
CONSTRUCTION OF SINGLE-FAMILY RESIDENCES WHICH ARE NOT APART OF A COMMON DEVELOPMENT OR SUBDIVISION OR PERMIT THAT ARE COMBINED WITH STORMWATER DISCHARGES
UNLESS FIVE (5) ACRES OR MORE WILL BE DISTURBED. THE FOLLOWING PROCEDURES CONSTITUTE EPD'S GUIDELINES FOR ASSOCIATED WITH CONSTRUCTION ACTIVITY MUST BE IDENTIFIED IN THE PLAN. THE PLAN SHALL IDENTIFY AND
SITE CIVIL AND CONSULTING ENGINEERING
SAMPLING TURBIDITY. ENSURE THE IMPLEMENTATION OF APPROPRIATE POLLUTION PREVENTION MEASURES FOR THE NON-STORMWATER
COMPONENT(S) OF THE DISCHARGE.
A. SAMPLING REQUIREMENTS SHALL INCLUDE:
1. A USGS TOPOGRAPHIC MAP, A TOPOGRAPHIC MAP OR A DRAWING (REFERRED TO AS A TOPOGRAPHIC MAP) THAT REPORTING 31 LAND SURVEYING
IS A SCALE EQUAL TO OR MORE DETAILED THAN A 1:24,000 MAP SHOWING THE LOCATION OF THE SITE OR THE
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
PROGRAM MANAGEMENT
STAND ALONE CONSTRUCTION; (1) THE LOCATION OF ALL PERENNIAL LAND INTERMITTENT STREAMS AND OTHER
1. THE APPLICABLE PERMITTEES ARE REQUIRED TO SUBMIT THE SAMPLING RESULTS TO THE EPD AT THE ADDRESS
WATER BODIES AS SHOWN ON A USGS TOPOGRAPHIC MAP, AND ALL OTHER PERENNIAL AND INTERMITTENT
SHOWN IN PART II.C. BY THE FIFTEENTH DAY OF THE MONTH FOLLOWING THE REPORTING PERIOD. REPORTING
STREAMS AND OTHER WATER BODIES LOCATED DURING MANDATORY FIELD VERIFICATION, INTO WHICH THE
STORM AFTER IS DISCHARGED AND (2) THE RECEIVING WATER AND.OR OUTFALL SAMPLING LOCATIONS. WHEN THE PERIODS ARE MONTHS DURING WHICH SAMPLES ARE TAKEN IN ACCORDANCE WITH THIS PERMIT. SAMPLING
LANDSCAPE ARCHITECTURE
PERMITTEE HAS CHOSEN TO USE A USGS TOPOGRAPHIC MAP AND THE RECEIVING WATER(S) IS NOT SHOWN ON RESULTS SHALL BE IN A CLEARLY LEGIBLE FORMAT. UPON WRITTEN NOTIFICATION, EPD MAY REQUIRE THE
APPLICABLE PERMITTEE TO SUBMIT THE SAMPLING RESULTS ON A MORE FREQUENT BASIS. SAMPLING AND
THE USGS TOPOGRAPHIC MAP, THE LOCATION OF THE RECEIVING WATER(S) MUST BE HAND-DRAWN ON THE USGS
TOPOGRAPHIC MAP FROM WHERE THE STORM WATER(S) ENTERS THE RECEIVING WATER(S) TO THE POINT WHERE ANALYSIS OF ANY STORMWATER DISCHARGE(S) OR THE RECEIVING WATER(S) BEYOND THE MINIMUM FREQUENCY
SUSTAINABLE DESIGN
THE RECEIVING WATER(S) COMBINES WITH THE FIRST BLUE LINE STREAM SHOWN ON THE USGS TOPOGRAPHIC STATED IN THIS PERMIT MUST BE REPORTED IN A SIMILAR MANNER TO THE EPD. THE SAMPLING REPORTS MUST
MAP. BE SIGNED IN ACCORDANCE WITH PART V.G.2. SAMPLING REPORTS MUST BE SUBMITTED TO EPD USING THE
2. A WRITTEN NARRATIVE OF SITE SPECIFIC ANALYTICAL METHODS USED TO COLLECT, HANDLE AND ANALYZE THE ELECTRONIC SUBMITTAL SERVICE PROVIDED BY EPD. SAMPLING REPORTS MUST BE SUBMITTED TO EPD UNTIL
SUCH TIME AS A NOT IS SUBMITTED IN ACCORDANCE WITH PART VI.
PERMITTING SERVICES
SAMPLES INCLUDING THE QUALITY CONTROL/QUALITY ASSURANCE PROCEDURES. THIS NARRATIVE MUST INCLUDE
PRECISE SAMPLING METHODOLOGY FOR EACH SAMPLING LOCATION.
2. ALL SAMPLING REPORTS SHALL INCLUDE THE FOLLOWING INFORMATION:
© BOHLER
3. WHEN THE PERMITTEE HAS DETERMINED THAT SOME OR ALL OUTFALLS WILL BE SAMPLED, A RATIONALE MUST BE
INCLUDED ON THE PLAN FOR THE NTU LIMIT(Ss0 SELECTED FROM APPENDIX B. THIS RATIONALE MUST INCLUDE
TRANSPORTATION SERVICES
a. THE RAINFALL AMOUNT, DATE, EXACT PLACE AND TIME OF SAMPLING OR MEASUREMENTS;
THE SIZE OF THE CONSTRUCTION SITE, THE CALCULATION OF THE SIZE OF THE SURFACE WATER DRAINAGE AREA
b. THE NAME(S) OF THE CERTIFIED PERSONNEL WHO PERFORMED THE SAMPLING AND
AND THE TYPE OF RECEIVING WATERS.
MEASUREMENTS;
4. ANY ADDITIONAL INFORMATION EPD DETERMINES NECESSARY TO BE PART OF THE PLAN, EPD WILL PROVIDE
c. THE DATE(S) ANALYSES WERE PERFORMED;
WRITTEN NOTICE TO THE PERMITTEE OF THE INFORMATION NECESSARY AND THE TIME LINE FOR SUBMITTAL.
d. THE TIME(S) ANALYSES WERE INITIATED;
B. SAMPLING TYPE e. THE NAME(S) OF THE CERTIFIED PERSONNEL WHO PERFORMED THE ANALYSES;
f. REFERENCES AND WRITTEN PROCEDURES, WHEN AVAILABLE, FOR THE ANALYTICAL TECHNIQUES OR
ALL SAMPLING SHALL BE COLLECTED BY GRAB SAMPLES AND THE ANALYSIS OF THESE SAMPLES MUST BE CONDUCTED IN METHODS USED;
ACCORDANCE WITH METHODOLOGY AND TEST PROCEDURES ESTABLISHED BY 40 CFR PARK 136; THE GUIDANCE DOCUMENT g. THE RESULTS OF SUCH ANALYSES, INCLUDING THE BENCH SHEETS, INSTRUMENT READOUTS, COMPUTER
TITLED "NPDES STORM WATER SAMPLING GUIDANCE DOCUMENT, EPA 833-B-92-001" AND GUIDANCE DOCUMENTS THAT MAY DISKS OR TAPES, ETC., USED TO DETERMINE THESE RESULTS;
BE PREPARED BY THE EPD. h. RESULTS WHICH EXCEED 1000 NTU SHALL BE REPORTED AS "EXCEEDS 1000 NTU;" AND
i. CERTIFICATION STATEMENT THAT SAMPLING WAS CONDUCTED AS PER THE PLAN. REVISIONS
1. SAMPLE CONTAINERS SHOULD BE LABELED PRIOR TO COLLECTING THE SAMPLES. DRAWN BY
2. SAMPLES SHOULD BE WELL MIXED BEFORE TRANSFERRING TO A SECONDARY CONTAINER. 3. ALL WRITTEN CORRESPONDENCE REQUIRED BY THIS PERMIT SHALL BE SUBMITTED BY RETURN RECEIPT REV DATE COMMENT CHECKED BY
3. LARGE MOUTH, WELL, CLEANED AND RINSED GLASS OR PLASTIC JARS SHOULD BE USED FOR COLLECTION CERTIFIED MAIL (OR SIMILAR SERVICE) TO THE APPROPRIATE DISTRICT OFFICE OF THE EPD ACCORDING TO THE
SCHEDULE IN APPENDIX A OF THIS PERMIT. THE PERMITTEE SHALL RETAIN A COPY OF THE PROOF OF SUBMITTAL COUNTY FIRE KD
SAMPLES. THE JARS SHOULD BE CLEANED THOROUGHLY TO AVOID CONTAMINATION. 1 2026-02-26
AT THE CONSTRUCTION SITE OR THE PROOF OF SUBMITTAL SHALL BE READILY AVAILABLE AT A DESIGNATED LOCATION COMMENTS BAB
4. MANUAL, AUTOMATIC OR RISING STAGE SAMPLING MAY BE UTILIZED. SAMPLES REQUIRED BY THIS PERMIT SHOULD
BE ANALYZED IMMEDIATELY, BUT IN NO CASE LATER THAN 48 HOURS AFTER COLLECTION. HOWEVER, SAMPLES FROM COMMENCEMENT OF CONSTRUCTION UNTIL SUCH TIME AS A NOT IS SUBMITTED IN ACCORDANCE WITH
FROM AUTOMATIC SAMPLES MUST BE COLLECTED NO LATER THAN THE NEXT BUSINESS DAY AFTER THEIR PART VI.
ACCUMULATION. UNLESS FLOW THROUGH AUTOMATED ANALYSIS IS UTILIZED. IF AUTOMATIC SAMPLING IS UTILIZED
AND THE
MANUAL
AUTOMATIC SAMPLER IS NOT ACTIVE DURING THE QUALIFYING EVENT, THE PERMITTEE MUST UTILIZED
SAMPLING OR RISING STAGE SAMPLING DURING THE NEXT QUALIFYING EVENT. DILUTION OF SAMPLES
RETENTION OF RECORDS 32
IN NOT REQUIRED. SAMPLES MAY BE ANALYZED DIRECTLY WITH A PROPERLY CALIBRATED TURBIDIMETER. 1. THE PRIMARY PERMITTEE SHALL RETAIN THE FOLLOWING RECORDS AT THE CONSTRUCTION SITE OR THE
SAMPLES ARE NOT REQUIRED TO BE COOLED. RECORDS SHALL BE READILY AVAILABLE AT A DESIGNATED ALTERNATE LOCATION FROM COMMENCEMENT OF
5. SAMPLING AND ANALYSIS OF THE RECEIVING WATERS OR OUTFALLS BEYOND THE MINIMUM FREQUENCY STATED CONSTRUCTION UNTIL SUCH TIME AS A NOT IS SUBMITTED IN ACCORDANCE WITH PART VI:
IN THE PERMIT MUST BE REPORTED TO EPD AS SPECIFIED IN PART IV.E.
a. A COPY OF ALL NOTICES OF INTENT SUBMITTED TO EPD;
C. SAMPLING POINTS b. A COPY OF THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN REQUIRED BY THIS PERMIT;
c. THE DESIGN PROFESSIONAL’S REPORT OF THE RESULTS OF THE INSPECTION CONDUCTED IN ACCORDANCE
1. FOR CONSTRUCTION ACTIVITIES THE PRIMARY PERMITTEE MUST SAMPLE ALL RECEIVING WATERS OR ALL WITH PART IV.A.5. OF THE GENERAL PERMIT;
OUTFALLS OR A COMBINATION OF RECEIVING WATERS AND OUTFALLS. SAMPLES TAKEN FOR THE PURPOSE OF d. A COPY OF ALL SAMPLING INFORMATION, RESULTS, AND REPORTS REQUIRED BY THE GENERAL PERMIT;
COMPLIANCE WITH THIS PERMIT SHALL BE REPRESENTATIVE OF THE MONITORED ACTIVITY AND REPRESENTATIVE e. A COPY OF ALL INSPECTION REPORTS GENERATED IN ACCORDANCE WITH PART IV.D.4.A. OF THE GENERAL
OF THE WATER QUALITY OF THE RECEIVING WATERS AND/OR THE STORM WATER OUTFALLS USING THE PERMIT;
FOLLOWING MINIMUM GUIDELINES. f. A COPY OF ALL VIOLATION SUMMARIES AND VIOLATION SUMMARY REPORTS GENERATED IN ACCORDANCE
WITH PART OF THE GENERAL PERMIT; AND
a. THE UPSTREAM SAMPLE FOR EACH RECEIVING WATERS MUST BE TAKEN IMMEDIATELY UPSTREAM OF THE g. DAILY RAINFALL INFORMATION COLLECTED IN ACCORDANCE WITH PART IV.D.4.A.(2). OF THE GENERAL PERMIT.
CONFLUENCE OF THE FIRST STORM WATER DISCHARGE FROM THE PERMITTED ACTIVITY BUT DOWNSTREAM
OF ANY OTHER STORM WATER DISCHARGES NOT ASSOCIATED WITH THE PERMITTED ACTIVITY. WHERE 2. COPIES OF ALL NOTICES OF INTENT, NOTICES OF TERMINATION, INSPECTION REPORTS, SAMPLING REPORTS
APPROPRIATE, SEVERAL UPSTREAM SAMPLES FROM ACROSS THE RECEIVING WATERS MAY NEED TO BE (INCLUDING ALL CALIBRATION AND MAINTENANCE RECORDS AND ALL ORIGINAL STRIP CHART RECORDINGS FOR
TAKEN AND THE ARITHMETIC AVERAGE FOR THE TURBIDITY OF THESE SAMPLES USED FOR THE UPSTREAM CONTINUOUS MONITORING INSTRUMENTATION) OR OTHER REPORTS REQUESTED BY THE EPD, EROSION,
TURBIDITY VALUE. SEDIMENTATION AND POLLUTION CONTROL PLANS, RECORDS OF ALL DATA USED TO COMPLETE THE NOTICE OF
b. THE DOWNSTREAM SAMPLE FOR EACH RECEIVING WATERS MUST BE TAKEN DOWNSTREAM OF THE INTENT TO BE COVERED BY THIS PERMIT AND ALL OTHER RECORDS REQUIRED BY THIS PERMIT SHALL BE
CONFLUENCE OF THE LAST STORM WATER DISCHARGE FROM THE PERMITTED ACTIVITY BUT UPSTREAM OF RETAINED BY THE PERMITTEE WHO EITHER PRODUCED OR USED IT FOR A PERIOD OF AT LEAST THREE YEARS
ANY OTHER STORM WATER DISCHARGE NOT ASSOCIATED WITH THE PERMITTED ACTIVITY. WHERE FROM THE DATE THAT THE NOT IS SUBMITTED IN ACCORDANCE WITH PART VI. OF THIS PERMIT. THESE RECORDS
APPROPRIATE, SEVERAL DOWNSTREAM SAMPLES FROM ACROSS THE RECEIVING WATERS MAY NEED TO BE MUST BE MAINTAINED AT THE PERMITTEE’S PRIMARY PLACE OF BUSINESS OR AT A DESIGNATED ALTERNATIVE
TAKEN AND THE ARITHMETIC AVERAGE OF THE TURBIDITY OF THESE SAMPLES USED FOR THE DOWNSTREAM LOCATION ONCE THE CONSTRUCTION ACTIVITY HAS CEASED AT THE PERMITTED SITE. THIS PERIOD MAY BE
TURBIDITY VALUE. EXTENDED BY REQUEST OF THE EPD AT ANY TIME UPON WRITTEN NOTIFICATION TO THE PERMITTEE.
c. IDEALLY THE SAMPLES SHOULD BE TAKEN FROM THE HORIZONTAL AND VERTICAL CENTER OF THE RECEIVING
WATERS OR THE STORM WATER OUTFALL CHANNELS.
d. CARE SHOULD BE TAKEN TO AVOID STIRRING THE BOTTOM SEDIMENTS IN THE RECEIVING WATERS OR THE
OUTFALL STORM WATER CHANNEL. DESIGN PROFESSIONAL'S CERTIFICATION: 2 12
e. THE SAMPLING CONTAINER SHOULD BE HELD SO THAT THE OPENING FACES UPSTREAM.
f. THE SAMPLES SHOULD BE KEPT FROM FLOATING DEBRIS.
(1) I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND
g. PERMITTEES DO NOT HAVE TO SAMPLE SHEET FLOW THAT FLOWS ONTO UNDISTURBED NATURAL AREAS OR
AREAS STABILIZED BY THE PROJECT. FOR THE PURPOSES OF THIS SECTION, STABILIZED SHALL MEAN, FOR
POLLUTION CONTROL PLAN PROVIDES FOR AN APPROPRIATE AND
UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES AND AREAS LOCATED OUTSIDE THE COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED
WASTE DISPOSAL LIMITS OF A LANDFILL CELL THAT HAS BEEN CERTIFIED BY EPD FOR WASTE DISPOSAL, 100% BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE DOCUMENT "
OF THE SOIL SURFACE IS UNIFORMLY COVERED IN PERMANENT VEGETATION WITH A DENSITY OF 70% OR MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" (MANUAL)
GREATER, OR LANDSCAPED ACCORDING TO THE PLAN (UNIFORMLY COVERED WITH LANDSCAPING MATERIALS PUBLISHED BY THE GEORGIA SOIL AND WATER CONSERVATION
IN PLANNED LANDSCAPED AREAS), OR EQUIVALENT PERMANENT STABILIZATION MEASURES AS DEFINED IN COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH LAND DISTURBING
THE MANUAL (EXCLUDING A CROP OF ANNUAL VEGETATION AND A SEEDING OF TARGET CROP PERENNIALS ACTIVITY WAS PERMITTED. THE PLAN PROVIDES FOR THE SAMPLING OF
APPROPRIATE FOR THE REGION).
THE RECEIVING WATER(S) OR THE SAMPLING OF THE STORM WATER
h. ALL SAMPLING PURSUANT TO THIS PERMIT MUST BE DONE IN SUCH A WAY (INCLUDING GENERALLY ACCEPTED
SAMPLING METHODS, LOCATIONS, TIMING, AND FREQUENCY) AS TO ACCURATELY REFLECT WHETHER
OUTFALL. THE DESIGNATED SYSTEM OF BEST MANAGEMENT PRACTICES
STORMWATER RUNOFF FROM THE CONSTRUCTION SITE IS IN COMPLIANCE WITH THE STANDARD SET FORTH IN AND SAMPLING METHODS IS EXPECTED TO MEET THE REQUIREMENT
PART III.D.4 OR III.D.5., WHICHEVER IS APPLICABLE. CONTAINED IN THE GENERAL NPDES PERMIT NO. GAR100001.
(2) "I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED
D. SAMPLING FREQUENCY AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF
OR MY AUTHORIZED AGENT, UNDER MY DIRECT SUPERVISION."
(1.) THE PRIMARY PERMITTEE MUST SAMPLE IN ACCORDANCE WITH THE PLAN AT LEAST ONCE
FOR EACH RAINFALL EVENT DESCRIBED BELOW. FOR A QUALIFYING EVENT, THE PERMITTEE SHALL
SAMPLE AT THE BEGINNING OF ANY STORMWATER DISCHARGE TO A MONITORED RECEIVING
(3) "I CERTIFY UNDER THE PENALTY OF LAW THAT THIS DOCUMENT AND
WATER AND/OR FROM A MONITORED OUTFALL LOCATION WITHIN IN FORTY-FIVE (45) MINUTES OR ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR
AS SOON AS POSSIBLE. SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE
THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE
(2.) HOWEVER, WHERE MANUAL AND AUTOMATIC SAMPLING ARE IMPOSSIBLE (AS DEFINED INFORMATION SUBMITTED. BASED UPON MY INQUIRY OF THE PERSON OR
IN THIS PERMIT), OR ARE BEYOND THE PERMITTEE’S CONTROL, THE PERMITTEE SHALL TAKE PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY
SAMPLES AS SOON AS POSSIBLE, BUT IN NO CASE MORE THAN TWELVE (12) HOURS AFTER THE RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION
BEGINNING OF THE STORMWATER DISCHARGE.
SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE,
(3). SAMPLING BY THE PERMITTEE SHALL OCCUR FOR THE FOLLOWING QUALIFYING EVENTS:
ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT
PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE
(A). FOR EACH AREA OF THE SITE THAT DISCHARGES TO A RECEIVING WATER OR FROM AN OUTFALL, THE FIRST POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS.
RAIN EVENT THAT REACHES OR EXCEEDS 0.5 INCH WITH A STORMWATER DISCHARGE THAT OCCURS DURING
NORMAL BUSINESS HOURS AS DEFINED IN THIS PERMIT AFTER ALL CLEARING AND GRUBBING OPERATIONS HAVE
BEEN COMPLETED, BUT PRIOR TO COMPLETION OF MASS GRADING OPERATIONS, IN THE DRAINAGE AREA OF THE
ISSUED: 05/08/2018
LOCATION SELECTED AS THE SAMPLING LOCATION;
EXPIRES: 05/08/2027
GEORGIA
(B). IN ADDITION TO (A) ABOVE, FOR EACH AREA OF THE SITE THAT DISCHARGES TO A RECEIVING WATER OR YOU MUST CALL 811 BEFORE ANY EXCAVATION
FROM AN OUTFALL, THE FIRST RAIN EVENT THAT REACHES OR EXCEEDS 0.5 INCH WITH A STORMWATER 0000083972 WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
1-800-282-7411
DISCHARGE THAT OCCURS DURING NORMAL BUSINESS HOURS AS DEFINED IN THIS PERMIT EITHER 90 DAYS GSWCC LEVEL II DESIGN PROFESSIONAL CERTIFICATION # www.georgia811.com
AFTER THE FIRST SAMPLING EVENT OR AFTER ALL MASS GRADING OPERATIONS HAVE BEEN COMPLETED, BUT
PRIOR TO SUBMITTAL OF A NOT, IN THE DRAINAGE AREA OF THE LOCATION SELECTED AS THE SAMPLING
LOCATION, WHICHEVER COMES FIRST;
ISSUED FOR MUNICIPAL &
(C). AT THE TIME OF SAMPLING PERFORMED PURSUANT TO (A) AND (B) ABOVE, IF BMP'S IN ANY AREA OF THE SITE
THAT DISCHARGES TO A RECEIVING WATER OR FROM AN OUTFALL ARE NOT PROPERLY DESIGNED, INSTALLED
AGENCY REVIEW & APPROVAL
AND MAINTAINED, CORRECTIVE ACTION SHALL BE DEFINED AND IMPLEMENTED WITHIN TWO (2) BUSINESS DAYS,
AND TURBIDITY SAMPLES SHALL BE TAKEN FROM DISCHARGES FROM THAT AREA OF THE SITE FOR EACH THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
SUBSEQUENT RAIN EVENT THAT REACHES OR EXCEEDS 0.5 INCH DURING NORMAL BUSINESS HOURS* UNTIL THE DOCUMENT UNLESS INDICATED OTHERWISE.
SELECTED TURBIDITY STANDARD IS ATTAINED, OR UNTIL POST-STORM EVENT INSPECTIONS DETERMINE THAT
BMP'S ARE PROPERLY DESIGNED, INSTALLED AND MAINTAINED; PROJECT No.: GAA250127.00-0A
DRAWN BY: KD
(D). WHERE SAMPLING PURSUANT TO (A), (B) OR (C) ABOVE IS REQUIRED BUT NOT
CHECKED BY: BAB
POSSIBLE (OR NOT REQUIRED BECAUSE THERE WAS NO DISCHARGE), THE PERMITTEE, IN
DATE: 12\05\2025
ACCORDANCE WITH PART IV.D.4.A.(6), MUST INCLUDE A WRITTEN JUSTIFICATION IN
CAD I.D.: P-CIVL-EROD
THE INSPECTION REPORT OF WHY SAMPLING WAS NOT PERFORMED. PROVIDING THIS
JUSTIFICATION DOES NOT RELIEVE THE PERMITTEE OF ANY SUBSEQUENT SAMPLING
OBLIGATIONS UNDER (A), (B) OR (C) ABOVE; AND *NOTE THAT THE PERMITTEE MAY CHOOSE TO MEET THE PROJECT:
REQUIREMENTS OF (A) AND (B) ABOVE BY COLLECTING TURBIDITY SAMPLES FROM ANY RAIN EVENT THAT
REACHES OR EXCEEDS 0.5 INCH AND ALLOWS FOR SAMPLING AT ANY TIME OF THE DAY OR WEEK. SITE
(E). EXISTING CONSTRUCTION ACTIVITIES, I.E., THOSE THAT ARE OCCURRING ON OR
BEFORE THE EFFECTIVE DATE OF THIS PERMIT, THAT HAVE MET THE SAMPLING
DEVELOPMENT
REQUIRED BY (A) ABOVE SHALL SAMPLE IN ACCORDANCE WITH (B). THOSE EXISTING
CONSTRUCTION ACTIVITIES THAT HAVE MET THE SAMPLING REQUIRED BY (B) ABOVE
PLANS
SHALL NOT BE REQUIRED TO CONDUCT ADDITIONAL SAMPLING OTHER THAN AS REQUIRED FOR
BY (C) ABOVE.
*NOTE THAT THE PERMITTEE MAY CHOOSE TO MEET THE REQUIREMENTS OF (A) AND (B) ABOVE COLLECTING
TURBIDITY SAMPLES FROM ANY RAIN EVENT THAT REACHES OR EXCEEDS 0.5 INCH AND ALLOWS FOR SAMPLING
AT ANY TIME OF THE DAY OR WEEK.
DUNWOODY
HIGH SCHOOL
FOOTBALL STADIUM
5035 VERMACK RD
DUNWOODY, GA 30338
DEKALB COUNTY, GEORGIA
M:\GA\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-EROD-GAA250127.00-0A----->LAYOUT: C-805 EROSION AND SEDIMENT CONTROL NOTES
TM
211 PERIMETER CENTER PKWY NE,
SUITE 425
ATLANTA, GEORGIA 30346
Phone: (678) 695-6800
GA@BohlerEng.com
RG
E EOG I ST ERE I
G R D A
No. PE043191
PROFESSIONAL
02/26/2026 ND
BRE NG R
I NEE
E LA
T T
A . B UC K
SHEET TITLE:
EROSION AND
SEDIMENT
CONTROL
NOTES AND
DETAILS
SHEET NUMBER:
C-805
Feb 26, 2026 KD REVISION 1 - 2026-02-26
ESPC CHECKLIST FEMA FIRM MAPS 13089C0005K
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
1
U.S.G.S TOPOGRAPHIC MAP TM
N.T.S. N.T.S.
EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN CHECKLIST
STAND ALONE CONSTRUCTION PROJECTS
SITE CIVIL AND CONSULTING ENGINEERING
SWCD: DEKALB COUNTY
Project Name: DUNWOODY HIGH SCHOOL FOOTBALL STADIUM Address: 5035 VERMACK RD, DUNWOODY, GA 30338
City/County: CITY OF DUNWOODY / DEKALB COUNTY Date on Plans: 12-04-2025 LAND SURVEYING
Name & email of person filling out checklist:
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
PLAN Included
LOCATION PROGRAM MANAGEMENT
TO BE SHOWN ON ES&PC PLAN MARKER
PAGE # Y/N
#
"The applicable Erosion, Sedimentation and Pollution Control Plan Checklist established by the Commission as of January 1 of the year in which the land-disturbing activity was permitted. LANDSCAPE ARCHITECTURE
C-806 Y
1 The completed Checklist must be submitted with the ES&PC Plan or the Plan will not be reviewed. Permit IV.D.1. pg 27 1
SUSTAINABLE DESIGN
Level II certification number issued by the Commission, signature and seal of the certified design professional.
C-801 - 2 Signature, seal and Level II number must be on each sheet pertaining to ES&PC Plan or the Plan will not be reviewed. The Level II certification must be issued to the Design Professional, after completion 2
C-806 Y of a GSWCC approved course, and whose signature and seal are on the Plan.
PERMITTING SERVICES
Limits of disturbance shall be less than 50 acres at any one time without prior written authorization from the GAEPD District Office. If GAEPD approves the request to disturb 50 acres or more at any one
3 time, the Plan must include at least 4 of the BMP's listed in Appendix 1 of this checklist and the GAEPD approval letter. A copy of the written approval by GAEPD must be attached to the Plan for the Plan
to be reviewed. Permit IV.D.3. pg 28
© BOHLER
N/A N/A
C-801 - 4
TRANSPORTATION SERVICES
4 The name and phone number of the 24-hour contact responsible for erosion, sedimentation and pollution controls.
C-803 Y
5 Provide the name, address, email address, and phone number of primary permittee.
5
C-804 Y
C-801 -
6 Note total and disturbed acreages of the project or phase under construction. 6
C-803 Y
C-801 -
7 Provide the GPS location of the construction exit for the site. Give the Latitude and Longitude in decimal degrees.
7
C-802 Y
TITLE-
8 Initial date of the Plan and the dates of any revisions made to the Plan including the entity who requested the revisions.
8
BLOCK Y
9 Description of the nature of construction activity and existing site conditions. 9
C-804 Y
REVISIONS
10 Provide vicinity map showing site’s relation to surrounding areas. Include designation of specific phase, if necessary. 10
DRAWN BY
C-101 Y REV DATE COMMENT CHECKED BY
11 Identify the project receiving waters and describe all sensitive adjacent areas including streams, lakes, residential areas, wetlands, marshlands, etc. which may be affected. 11 COUNTY FIRE KD
C-804 Y 1 2026-02-26
COMMENTS BAB
C-801 -
C-806 Y
12 Design professional's certification statement and signature that the site was visited prior to development of the ES&PC Plan as stated on Part IV page 19 of the permit.
12 FLOOD CERTIFICATION
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENTS AGENCY'S FLOOD INSURANCE RATE MAPS (FIRM)
C-801 - 13
Design professional's certification statement and signature that the permittee’s ES&PC Plan provides for an appropriate and comprehensive system of BMP's and sampling to meet permit requirements as 13 13089C0005K, WITH EFFECTIVE DATE OF AUGUST 15TH, 2019, THE PROJECT SITE LIES WITHIN ZONE X, WHICH
stated on Part IV page 19 of the permit. *
C-806 Y IS OUTSIDE ANY ESTABLISHED FLOOD HAZARD AREA.
14
Clearly note the statement that "The design professional who prepared the ES&PC Plan is to inspect the installation of the initial sediment storage requirements and perimeter control BMP's within 7 days 14
after installation."in accordance with Part IV.A.5 page 25 of the permit. *
C-804 Y
C-801 - 15
Clearly note the statement that "Non-exempt activities shall not be conducted within the 25 or 50-foot undisturbed stream buffers as measured from the point of wrested vegetation or within 25-feet of the 15
coastal marshland buffer as measured from the Jurisdictional Determination Line without first acquiring the necessary variances and permits."
C-804 Y
N/A N/A
16 Provide a description of any buffer encroachments and indicate whether a buffer variance is required. DESIGN PROFESSIONAL 7-DAY VISIT CERTIFICATION
C-801 - 17 Clearly note the statement that "Amendments/revisions to the ES&PC Plan which have a significant effect on BMP's with a hydraulic component must be certified by the design professional." *
17
C-803 Y DATE OF INSPECTION: _____________________
18
C-801 -
C-804 Y
18 Clearly note the statement that "Waste materials shall not be discharged to waters of the State, except as authorized by a Section 404 permit." *
CONSTRUCTION SCHEDULE 29 I CERTIFY THE SITE WAS IN COMPLIANCE WITH THE ES&PC PLAN ON
THE DATE OF INSPECTION
C-801 - 19 Clearly note statement that "The escape of sediment from the site shall be prevented by the installation of erosion and sediment control measures and practices prior to land disturbing activities." 19
C-804 Y
C-801 - 20
Clearly note statement that "Erosion control measures will be maintained at all times. If full implementation of the approved Plan does not provide for effective erosion control, additional erosion and 20
sediment control measures shall be implemented to control or treat the sediment source."
C-804 Y
C-801 - 21 Clearly note the statement "Any disturbed area left exposed for a period greater than 14 days shall be stabilized with mulch or temporary seeding."
21 GSWCC LEVEL II DESIGN PROFESSIONAL CERTIFICATION #
C-804 Y
Any construction activity which discharges storm water into an Impaired Stream Segment, or within 1 linear mile upstream of and within the same watershed as, any portion of a Biota Impaired Stream
N/A N/A
22
Segment must comply with Part III. C. of the permit. Include the completed Appendix 1 listing all the BMP's that will be used for those areas of the site which discharge to the Impaired Stream Segment. * INSPECTION REVEALED THE FOLLOWING DISCREPANCIES FROM THE
ES&PC PLAN:
If a TMDL Implementation Plan for sediment has been finalized for the Impaired Stream Segment (identified in Item 22 above) at least six months prior to submittal of NOI, the ES&PC Plan must address
23
any site-specific conditions or requirements included in the TMDL Implementation Plan. *
N/A N/A
______________________________________________________________
24 BMP's for concrete washdown of tools, concrete mixer chutes, hoppers and the rear of the vehicles. Washout of the drum at the construction site is prohibited. *
24
C-804 Y
______________________________________________________________
25 Provide BMP's for the remediation of all petroleum spills and leaks.
25
C-804 Y ______________________________________________________________
26 Description of the measures that will be installed during the construction process to control pollutants in storm water that will occur after construction operations have been completed. *
THESE DEFICIENCIES MUST BE ADDRESSED IMMEDIATELY AND A
RE-INSPECTION SCHEDULED. WORK SHALL NOT PROCEED ON THE
27 Description of practices to provide cover for building materials and building products on site. *
SITE UNTIL DESIGN PROFESSIONAL CERTIFICATION IS OBTAINED
28 Description of the practices that will be used to reduce the pollutants in storm water discharges. *
29
Description and chart or timeline of the intended sequence of major activities which disturb soils for the major portions of the site (i.e., initial perimeter and sediment storage BMP's, clearing and grubbing 29
activities, excavation activities, utility activities, temporary and final stabilization).
C-806 Y
30 Provide complete requirements of Inspections and record keeping by the primary permittee. * 30
C-805 Y DESIGN PROFESSIONAL'S CERTIFICATION: 2 12
31 Provide complete requirements of Sampling Frequency and Reporting of sampling results. * 31
C-805 Y
(1) I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND
POLLUTION CONTROL PLAN PROVIDES FOR AN APPROPRIATE AND
32 Provide complete details for Retention of Records as per Part IV.F. of the permit. *
32 COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED
C-805 Y BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE DOCUMENT "
33 MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" (MANUAL)
33 Description of analytical methods to be used to collect and analyze the samples from each location. *
C-805 Y PUBLISHED BY THE GEORGIA SOIL AND WATER CONSERVATION
COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH LAND DISTURBING
34
34 Appendix B rationale for NTU values at all outfall sampling points where applicable. * ACTIVITY WAS PERMITTED. THE PLAN PROVIDES FOR THE SAMPLING OF
C-806 Y
THE RECEIVING WATER(S) OR THE SAMPLING OF THE STORM WATER
C-801 - 35 Delineate all sampling locations on all phases of the Plan, and perennial and intermittent streams and other water bodies into which storm water is discharged. * 35 OUTFALL. THE DESIGNATED SYSTEM OF BEST MANAGEMENT PRACTICES
C-803 Y
AND SAMPLING METHODS IS EXPECTED TO MEET THE REQUIREMENT
A description of appropriate controls and measures that will be implemented at the construction site including:(1) initial sediment storage requirements and perimeter control BMP's, (2) intermediate CONTAINED IN THE GENERAL NPDES PERMIT NO. GAR100001.
C-801 - 36 grading and drainage BMP's, and (3) final BMP's. For construction sites where there will be no mass grading and the initial perimeter control BMP's, intermediate grading and drainage BMP's, and final 36
C-803 Y BMP's are the same, the Plan may combine all of the BMP's into a single phase. *
(2) "I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED
C-801 - 37 Graphic scale and North arrow. 37 AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF
C-803 Y
OR MY AUTHORIZED AGENT, UNDER MY DIRECT SUPERVISION."
C-801 - 38 Existing and proposed contour lines with contour lines drawn at an interval in accordance with the following: 38
C-803 Y (3) "I CERTIFY UNDER THE PENALTY OF LAW THAT THIS DOCUMENT AND
ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR GEORGIA
Map Scale Ground Slope Contour Intervals, ft. YOU MUST CALL 811 BEFORE ANY EXCAVATION
SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
1-800-282-7411
Flat 0 - 2% 0.5 or 1 THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE www.georgia811.com
1 inch = 100ft or larger scale Rolling 2 - 8% 1 or 2
INFORMATION SUBMITTED. BASED UPON MY INQUIRY OF THE PERSON OR
PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY
Steep 8% + 2,5 or 10 RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION
SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE,
ISSUED FOR MUNICIPAL &
N/A N/A
39
Use of alternative BMP's whose performance has been documented to be equivalent to or superior to conventional BMP's as certified by a Design Professional (unless disapproved by GAEPD or the
Georgia Soil and Water Conservation Commission). Please refer to the Alternative BMP Guidance Document found at www.gaswcc.georgia.gov. APPENDIX B ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT AGENCY REVIEW & APPROVAL
PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE
40 Use of alternative BMP for application to the Equivalent BMP List. Please refer to Appendix A-2 of the Manual for Erosion & Sediment Control in Georgia 2016 Edition. * NEPHELOMETRIC TURBIDITY UNIT (NTU) TABLE 34 POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
N/A N/A
DOCUMENT UNLESS INDICATED OTHERWISE.
Delineation of the applicable 25-foot or 50-foot undisturbed buffers adjacent to state waters and any additional buffers required by the Local Issuing Authority. Clearly note and delineate all areas of
41 impact.
N/A N/A ISSUED: 05/08/2018 PROJECT No.: GAA250127.00-0A
WATERS SUPPORTING WARM WATER FISHERIES EXPIRES: 05/08/2027 DRAWN BY: KD
42 Delineation of on-site wetlands and all state waters located on and within 200 feet of the project site. Surface Water Drainage Area (Square Miles) CHECKED BY: BAB
N/A N/A
0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 0000083972 DATE: 12\05\2025
43 CAD I.D.: P-CIVL-EROD
Delineation and acreage of contributing drainage basins on the project site.
N/A N/A
43 1.00-10 75 150 200 400 750 GSWCC LEVEL II DESIGN PROFESSIONAL CERTIFICATION #
Site Size (Acres)
10.01-25 50 100 100 200 300 PROJECT:
44 Provide hydrology study and maps of drainage basins for both the pre- and post-developed conditions. * 44
N/A N/A 25.01-50 50 50 100 100 200
An estimate of the runoff coefficient or peak discharge flow of the site prior to and after construction activities are completed. For solar farm projects, post-construction impervious area shall be calculated 50.01-100 50 50 50 100 100
SITE
45 45
N/A N/A
as 70% of total solar panel square footage.
100.01+ 50 50 50 50 50
DEVELOPMENT
C-801 -
C-803 Y
46 Storm-drain pipe and weir velocities with appropriate outlet protection to accommodate discharges without erosion. Identify/Delineate all storm water discharge points. 46 PLANS
47 FOR
47 Soil series for the project site and their delineation. NOTES:
C-801 Y
1. ALL OUTFALL SAMPLING POINTS SHALL CONFORM TO AN NTU VALUE OF 75 PER THE ABOVE
C-801 - 48 The limits of disturbance for each phase of construction. 48
C-803 Y TABLE, AS FOUND AT A SITE BETWEEN 1.00 AND 10 ACRES IN SIZE WITH A DRAINAGE AREA OF
LESS THAN 5 SQUARE MILES.
Provide a minimum of 67 cubic yards of sediment storage per acre drained using a temporary sediment basin, retrofitted detention pond, and/or excavated inlet sediment traps for each common drainage
location. Sediment storage volume must be in place prior to and during all land disturbance activities until final stabilization of the site has been achieved. A written justification explaining the decision to 2. SOURCE: STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES ENVIRONMENTAL
use equivalent controls when a sediment basin is not attainable must be included in the Plan for each common drainage location in which a sediment basin is not provided. A written justification as to why 49 PROTECTION DIVISION, GENERAL PERMIT NO. GAR100001
49
67 cubic yards of storage is not attainable must also be given. Worksheets from the Manual included for structural BMP's and all calculations used by the storage design professional to obtain the
required sediment when using equivalent controls. When discharging from sediment basins and impoundments, permittee's are required to utilize outlet structures that withdraw water from the surface, DUNWOODY
C-801 - unless infeasible. If outlet structures that withdraw water from the surface are not feasible,a written justification explaining this decision must be included in the Plan.
C-803 Y HIGH SCHOOL
Location of Best Management Practices that are consistent with and no less stringent than the Manual for Erosion and Sediment Control in Georgia. Use uniform coding symbols from the Manual,
FOOTBALL STADIUM
C-801 - 50 50
Chapter 6, with legend.
C-803 Y 5035 VERMACK RD
DUNWOODY, GA 30338
C-807 - 51 Provide detailed drawings for all structural practices. Specifications must, at a minimum, meet the guidelines set forth in the Manual for Erosion and Sediment Control in Georgia. 51
DEKALB COUNTY, GEORGIA
M:\GA\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-EROD-GAA250127.00-0A----->LAYOUT: C-806 EROSION AND SEDIMENT CONTROL NOTES
C-809 Y
Provide vegetative plan, noting all temporary and permanent vegetative practices. Include species, planting dates and seeding, fertilizer, lime and mulching rates. Vegetative plan shall be site specific for 52
C-801 - 52
appropriate time of the year that seeding will take place and for the appropriate geographic region of Georgia.
C-803 Y
* If using this checklist for a project that is less than 1 acre and not part of a common development but within 200 ft of a perennial stream, the * checklist items TM
would be N/A.
Effective January 1, 2025
211 PERIMETER CENTER PKWY NE,
SUITE 425
ATLANTA, GEORGIA 30346
Phone: (678) 695-6800
GA@BohlerEng.com
RG
E EOG I ST ERE I
G R D A
No. PE043191
PROFESSIONAL
02/26/2026 ND
BRE NG R
I NEE
E LA
T T
A . B UC K
SHEET TITLE:
EROSION AND
SEDIMENT
CONTROL
NOTES AND
DETAILS
SHEET NUMBER:
C-806
Feb 26, 2026 KD REVISION 1 - 2026-02-26
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
TM
SITE CIVIL AND CONSULTING ENGINEERING
LAND SURVEYING
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
PROGRAM MANAGEMENT
LANDSCAPE ARCHITECTURE
SUSTAINABLE DESIGN
PERMITTING SERVICES
© BOHLER
TRANSPORTATION SERVICES
REVISIONS
DRAWN BY
REV DATE COMMENT CHECKED BY
COUNTY FIRE KD
1 2026-02-26
COMMENTS BAB
GEORGIA
YOU MUST CALL 811 BEFORE ANY EXCAVATION
WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
1-800-282-7411
www.georgia811.com
ISSUED FOR MUNICIPAL &
AGENCY REVIEW & APPROVAL
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: GAA250127.00-0A
DRAWN BY: KD
CHECKED BY: BAB
DATE: 12\05\2025
CAD I.D.: P-CIVL-EROD
PROJECT:
SITE
DEVELOPMENT
PLANS
FOR
DUNWOODY
HIGH SCHOOL
FOOTBALL STADIUM
5035 VERMACK RD
DUNWOODY, GA 30338
M:\GA\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-EROD-GAA250127.00-0A----->LAYOUT: C-807 EROSION AND SEDIMENT CONTROL DETAILS
DEKALB COUNTY, GEORGIA
TM
211 PERIMETER CENTER PKWY NE,
SUITE 425
ATLANTA, GEORGIA 30346
Phone: (678) 695-6800
GA@BohlerEng.com
RG
E EOG I ST ERE I
G R D A
No. PE043191
PROFESSIONAL
02/26/2026 ND
BRE NG R
I NEE
E LA
T T
A . B UC K
SHEET TITLE:
EROSION AND
SEDIMENT
CONTROL
NOTES AND
DETAILS
SHEET NUMBER:
C-807
Feb 26, 2026 KD REVISION 1 - 2026-02-26
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
TM
SITE CIVIL AND CONSULTING ENGINEERING
LAND SURVEYING
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
PROGRAM MANAGEMENT
LANDSCAPE ARCHITECTURE
SUSTAINABLE DESIGN
PERMITTING SERVICES
© BOHLER
TRANSPORTATION SERVICES
REVISIONS
DRAWN BY
REV DATE COMMENT CHECKED BY
COUNTY FIRE KD
1 2026-02-26
COMMENTS BAB
GEORGIA
YOU MUST CALL 811 BEFORE ANY EXCAVATION
WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
1-800-282-7411
www.georgia811.com
ISSUED FOR MUNICIPAL &
AGENCY REVIEW & APPROVAL
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: GAA250127.00-0A
DRAWN BY: KD
CHECKED BY: BAB
DATE: 12\05\2025
CAD I.D.: P-CIVL-EROD
PROJECT:
SITE
DEVELOPMENT
PLANS
FOR
DUNWOODY
HIGH SCHOOL
FOOTBALL STADIUM
5035 VERMACK RD
DUNWOODY, GA 30338
M:\GA\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-EROD-GAA250127.00-0A----->LAYOUT: C-808 EROSION AND SEDIMENT CONTROL DETAILS
DEKALB COUNTY, GEORGIA
TM
211 PERIMETER CENTER PKWY NE,
SUITE 425
ATLANTA, GEORGIA 30346
Phone: (678) 695-6800
GA@BohlerEng.com
RG
E EOG I ST ERE I
G R D A
No. PE043191
PROFESSIONAL
02/26/2026 ND
BRE NG R
I NEE
E LA
T T
A . B UC K
SHEET TITLE:
EROSION AND
SEDIMENT
CONTROL
NOTES AND
DETAILS
SHEET NUMBER:
C-808
Feb 26, 2026 KD REVISION 1 - 2026-02-26
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
TM
SITE CIVIL AND CONSULTING ENGINEERING
LAND SURVEYING
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
PROGRAM MANAGEMENT
LANDSCAPE ARCHITECTURE
SUSTAINABLE DESIGN
PERMITTING SERVICES
© BOHLER
TRANSPORTATION SERVICES
REVISIONS
DRAWN BY
REV DATE COMMENT CHECKED BY
COUNTY FIRE KD
1 2026-02-26
COMMENTS BAB
GEORGIA
YOU MUST CALL 811 BEFORE ANY EXCAVATION
WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
1-800-282-7411
www.georgia811.com
ISSUED FOR MUNICIPAL &
AGENCY REVIEW & APPROVAL
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: GAA250127.00-0A
DRAWN BY: KD
CHECKED BY: BAB
DATE: 12\05\2025
CAD I.D.: P-CIVL-EROD
PROJECT:
SITE
DEVELOPMENT
PLANS
FOR
DUNWOODY
HIGH SCHOOL
FOOTBALL STADIUM
5035 VERMACK RD
DUNWOODY, GA 30338
M:\GA\2025\GAA250127.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-EROD-GAA250127.00-0A----->LAYOUT: C-809 EROSION AND SEDIMENT CONTROL DETAILS
DEKALB COUNTY, GEORGIA
TM
211 PERIMETER CENTER PKWY NE,
SUITE 425
ATLANTA, GEORGIA 30346
Phone: (678) 695-6800
GA@BohlerEng.com
RG
E EOG I ST ERE I
G R D A
No. PE043191
PROFESSIONAL
02/26/2026 ND
BRE NG R
I NEE
E LA
T T
A . B UC K
SHEET TITLE:
EROSION AND
SEDIMENT
CONTROL
NOTES AND
DETAILS
SHEET NUMBER:
C-809
Feb 26, 2026 KD REVISION 1 - 2026-02-26