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Site Development Plans

CORMEN AVE

1243022 07/09/19 WARREN AVE

GIBBONS DR

PARKDALE DR

AV E DL AN D WO O

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TOBIE GRANT LN GEORGE HOWELL WAY

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Site

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GIBBONS LN

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Tobie Grant Recreation Center

Copyright © 2019 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

D 20

Zoned: R-75 Located

675

Parcel ID 18-046-02-049 Address: 593 Parkdale Drive Scottdale, Georgia 30079 Scottdale Overlay District, Tier 2 Land Lot 46 - 18th District Dekalb County, Georgia June 26, 2019

FILE PATH: G:\PROJECT OPERATIONS\PROJECTS\1276 POND & CO\009 TOBIE GRANT RECREATION CENTER\ENGINEERING\DESIGN\SITE PLANS\100% DRAWINGS_3-19-2019\C-000-COVER COVER SHEET.DWG PLOTTED BY: HAMID GHABELZADEH

Location Map

Corrections and Updates made.

C

DEKALB COUNTY PLANNING AND SUSTAINABILITY FILE AP#: 1243022

Site

Index of Drawings

PROJECT DESCRIPTION THE SITE IS PRESENTLY UNDEVELOPED. A SIGNIFICANT PORTION OF THE SITE ADJACENT TO PARKDALE DRIVE IS RELATIVELY FLAT WITH GRASS COVER AND THIS AREA IS USED AS A PLAY FIELD. FROM THE END OF THE FLAT AREA THE LAND DROPS OFF STEEPLY TOWARDS A CREEK. THE LIMIT OF THE PROPOSED DEVELOPMENT WILL BE WITHIN THE FLAT AREA AND WILL INCLUDE A NEW 24,100 SQUARE FEET SINGLE STORY BUILDING, PAVED PARKING, UNDERGROUND STORMWATER DETENTION SYSTEM AND LANDSCAPING. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP # 13089C0067J DATED MAY 16, 2013, THIS SITE IS NOT LOCATED WITHIN A FLOOD ZONE.

B

SITE INFORMATION ZONING: (Scottdale Overlay District, Tier 2) SETBACKS FRONT SET BACK: SIDE SET BACK: REAR SET BACK:

STATEMENT I CERTIFY THAT THE PERMITEES EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN PROVIDES FOR AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GERGIA", PUBLISHED BY THE STATE SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH THE LAND DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE SAMPLING OF THE RECEIVING WATER(S) OF THE SAMPLING OF THE STORM WATER OUTFALLS AND THE DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES AND SAMPLING METHODS IS EXPECTED TO MEET THE REQUIREMENTS CONTAINED IN THE GENERAL NPDES PERMIT NO. GAR 100000.

= 5.70 AC = 0.55 AC = 1.13 AC

TOTAL DISTURBED IMPERVIOUS DISTURBED PERVIOUS (GRASS) TOTAL DISTURBED UNDISTURBED (WOODS)

= 1.70 AC = 0.91 AC = 2.60 AC = 3.11 AC

74,052 SF 39,541 SF 113,256 SF 135,377 SF

DEKALB COUNTY SANITATION DEPARTMENT IS RESPONSIBLE FOR GARBAGE AND RECYCLING PICKUP FOR WASTE COLLECTION. 72 HRS NOTICE IS REQUIRED TO GEORGIA 811 UTILITY PROTECTION CENTER BEFORE ANY PLANNED DIGGING http://www.georgia811com

06-26-2019 DATE

20 FT 7.5 FT 20 FT

MAXIMUM BUILDING HEIGHT: MAXIMUM ALLOWABLE BUILDING HEIGHT: BUILDING FLOOR AREA: TOTAL BUILDING AREA: GYMNASIUM (LARGEST ASSEMBLY AREA)

LAND USE SUMMARY TOTAL SITE AREA 248,292 SF DISTURBED IMPERVIOUS (BUILDING) 24,100 SF DISTURBED IMPERVIOUS (PAVEMENT) 49,274 SF

R75

36 FT. 70 FT. 24,100 SF 8,196 SF

PARKING MINIMUM REQUIRED PARKING: MINIMUM REQUIRED PARKING: REGULAR PARKING PROVIDED: COMPACT PARKING PROVIDED: HANDICAP PARKING PROVIDED: TOTAL PARKING PROVIDED:

3 SPACES/ 1000 SF 73 SPACES 85 SPACES 5 SPACES 4 SPACES 94 SPACES

TOTAL AREA OF SITE: TOTAL IMPERVIOUS AREA:

248,292 SF (5.7 AC) 74,052 SF (1.7 AC) (30%)

LOT COVERAGE PROPOSED: 74,052/248,292 MAXMUM ALLOWED:

30% 80%

174,918/248,292 OPEN SPACE: MINIMUM OPEN SPACE REQUIRED:

70% 15%

DEKALB COUNTY IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS BY ENGINEERS OR OTHER DESIGN PROFESSIONALS ON DESIGN OR COUNTY CODE REQUIREMENTS FOR THIS PROJECT.

STATEMENT I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF OR MY AUTHORIZED AGENT, UNDER MY DIRECT SUPERVISION.

06-26-2019

2019

DATE

DESCRIPTION

NPDES FEES TOTAL DISTURBED AREA: 2.6 AC PAID TO DEKALB COUNTY = $40/AC = $104 PAID TO GEORGIA EPD = $40/AC = $104

Civil Cover Sheet General Notes & Legend Existing Conditions Demolition Plan Site Plan Grading & Drainage Plan Stormwater Management Plan Utility Plan Construction Details Construction Details Construction Details Construction Details Construction Details Hardscape Standard Details Dumpster Details Site Furnishing and Amenities Site Furnishing and Amenities NPDES Pollution Prevention Plan NPDES Check List Initial Erosion Control Plan Intermediate Erosion Control Plan Final Erosion Control Plan Erosion Control Details Erosion Control Details

APPROXIMATE ACTIVITY SCHEDULE

INSTALLATION OF SEDIMENT CONTROL MEASURES & TREE PROTECTION CLEARING AND GRADING RETAINING WALLS STORM PIPES AND UNDERGROUND DETENTION DRIVEWAY, PARKING LOT AND SIDEWALK IMPROVEMENTS BUILDING CONSTRUCTION LANDSCAPING

2020

SEAL

DRAWING ISSUE MARK

DESCRIPTION

DATE

1

PERMIT REVIEW COMMENTS

3/22/2019

2

PERMIT REVIEW COMMENTS

6/26/2019

APPR.

DESIGNED BY: ME DWN BY: JL

ANTICIPATED START DATE: AUGUST 21 , 2019 ANTICIPATED COMPLETION DATE: AUGUST 14, 2021

A

C-000 C-001 C-002 C-101 C-110 C-121 C-122 C-131 C-501 C-502 C-503 C-504 C-505 C-506 C-510 C-520 C-521 C-701 C-702 C-710 C-711 C-712 C-750 C-751

TOBIE GRANT RECREATION CENTER

2021

A S O N D J F M AM J J A S O N D J F M A

2

24-HOUR CONTACT DAVID ASBELL TEL: 678-283-2938 OWNER / DEVELOPER DEKALB COUNTY, GEORGIA 1300 COMMERCE DRIVE, SUITE 300 DECATUR, GA 30030 TEL: 678-283-2974 CONTACT: SANDRA WEAVER ENGINEER CERM CONTACT: SAM MCINTOSH, P.E. 1990 LAKESIDE PARKWAY SUITE 300 TUCKER, GA 30084 TEL: 678-999-0173 EMAIL: smcintosh@cerm.com

CKD BY: SM SUBMITTED BY: DATE: 06/26/2019 PROJECT #:

TOBIE GRANT RECREATION CENTER 1180510

SHEET TITLE

CIVIL COVER SHEET SHEET NUMBER

C - 000 RELEASED FOR CONSTRUCTION


1

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2.

D

SIDEWALKS SHALL BE LOCATED AT LEAST 2 FEET FROM BACK OF CURB, BRIDGES EXCEPTED. THE AREA BETWEEN THE CURB AND THE SIDEWALK SHALL CONSIST OF GRASS OR LANDSCAPING. WHERE NO CURB EXISTS, OR IF ROAD IMPROVEMENTS ARE PROPOSED BY THE COUNTY, SIDEWALKS, INCLUDING APPROPRIATE DRAINAGE FACILITIES, SHALL BE CONSTRUCTED IN A LOCATION ACCEPTABLE TO THE DEPARTMENT OF TRANSPORTATION.

3.

SIDEWALKS SHALL BE INSTALLED ON ABUTTING STREETS (ABUTTING SIDE) PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY.

4.

PARKING LOTS SHALL BE MAINTAINED IN GOOD CONDITION, FREE OF POT HOLES, WEEDS, DUST, AND DEBRIS.

5.

IF NO CURB AND GUTTER EXISTS ON EXISTING ROADWAY, THE SIDEWALKS MUST BE FURTHER SETBACK FROM THE EDGE OF PAVEMENT. LOCATION TO BE APPROVED BY THE DEPARTMENT OF TRANSPORTATION.

6.

THIS PERMIT IS APPROVED SUBJECT TO THE REVISIONS AND COMMENTS SHOWN IN RED ON THE ATTACHED PLAN COPY AND SHALL REMAIN DEPENDENT UPON COMPLIANCE WITH THESE.

7.

FILE PATH: G:\PROJECT OPERATIONS\PROJECTS\1276 POND & CO\009 TOBIE GRANT RECREATION CENTER\ENGINEERING\DESIGN\SITE PLANS\100% DRAWINGS_3-19-2019\C-001-GENERAL NOTES & LEGEND.DWG PLOTTED BY: HAMID GHABELZADEH

EACH BUILDING AND ITS RELATIVE LOCATION RELATIVE TO PROPERTY LINES AND OTHER STRUCTURES SHALL COMPLY WITH 2012 INTERNATIONAL BUILDING CODE WITH GEORGIA STATE AMENDMENTS (IBC) WITH REGARDS TO THE HEIGHT AND AREA REQUIREMENTS OF IBC TABLE 503 AND THE FIRE RESISTANCE AND HORIZONTAL SEPARATION REQUIREMENTS OF IBC TABLES 601 AND 602 BASED ON OCCUPANCY GROUP CLASSIFICATION AND TYPE OF CONSTRUCTION.

NO WORK WILL BE ACCOMPLISHED UNDER THIS PERMIT WITHIN THE CONSTRUCTION LIMITS OF ANY DOT PROJECT WITHOUT WRITTEN APPROVAL OF THE PRIME CONTRACTOR.

8.

THE MAINTENANCE OF THE DRIVEWAY FROM THE NORMAL EDGE OF PAVEMENT IS THE RESPONSIBILITY OF THE PERMITEE.

9.

NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN COMPLETED.

10. HIGH INTENSITY LIGHTING FACILITIES SHALL BE SO ARRANGED THAT THE SOURCE OF ANY LIGHT IS CONCEALED FROM PUBLIC VIEW AND FROM ADJACENT RESIDENTIAL PROPERTY AND DOES NOT INTERFERE WITH TRAFFIC.

11. ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED FENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.

12. ALL CONSTRUCTION COMPLY WITH DEKALB COUNTY STANDARDS.

GEORGIA D.O.T. NOTES

C 1.

2.

3.

4.

5.

B 6.

7.

8.

THE WORK AUTHORIZED MUST BEGIN WITHIN THREE MONTHS AND BE COMPLETED WITHIN TWELVE MONTHS ON A SCHEDULE SATISFACTORY TO THE DEPARTMENT FROM THE PERMIT APPROVAL DATE AND ALSO, BE COMPLETED BEFORE THIS FACILITY IS OPEN TO THE PUBLIC. THE FOLLOWING WILL NOT BE ALLOWED ON DOT RIGHT-OF-WAY: (1) DIVERSION OF ADDITIONAL DRAINAGE AREA ONTO THE RIGHT-OF-WAY, OR INCREASE IN THE CFS OF CURRENT VOLUMES OF WATER (2) GRADING EXCEPT AT DRIVEWAY CONSTRUCTION LOCATION. (3) HEADWALLS, (4) SIGNS, DISPLAY DEVICES, AND OTHER STRUCTURES WHICH ARE DESIGNED, INTENDED, OR USED TO ADVERTISE OR INFORM. (5) LANDSCAPING WITHOUT PRIOR APPROVAL OF THE LANDSCAPE PLAN. ALL EXISTING UTILITES WHICH WOULD BE UNDER NEW PAVEMENT OR IN ACCELERATION/DECELERATION LANES SHALL BE RELOCATED BEFORE FINAL GRADING OR PAVING AND AT NO COST TO THE DOT, OR AN APPROVED RETENTION LETTER FROM THE UTILITY OWNER. CONSTRUCTION OF EROSION CONTROL BARRIERS PER GEORGIA DEPARTMENT OF NATURAL RESOURCES CODE 391-3-7 AND SHALL BE MAINTAINED UNTIL PERMANENT VEGATATION IS ESTABLISHED. APPLICANT SHALL RESTORE ALL EXISTING SIGNS AND REGRASS TO DOT SPECIFICATIONS ALL RIGHT OF WAY THAT IS DISTURBED DURING WORK AUTORIZED HEREIN. THE PERMIT APPLICANT IS RESPONSIBLE FOR REPLACEMENT OF ALL EXISTING PAVEMENT MARKINGS DAMAGED BY THE PERMIT CONSTRUCTION AND THE ADDITION OF NEW PAVEMENT MARKINGS AND OR SIGNS AS SHOWN ON THE APPROVED PLAN, OR CURRENT M.U.T.C.D. GUIDELINES. ALL CURBED ISLANDS SHALL BE FILLED TO THE TOP OF CURB WITH TOP SOIL AND GRASSED. NOTE: THIS APPROVAL DOES NOT ALLOW ANY WORK ON STATE RIGHT-OF-WAY IN CONNECTION WITH UTILITY LINES (SANITARY SEWER, WATER, TELEPHONE, GAS, ETC.) REQUIRED PAVEMENT SPECIFICATIONS 1 1/4" ........... 9.5Mmm SUPERPAVE 2" ........... 19mm SUPERPAVE 8" ........... 25mm SUPERPAVE 12" ........... GRADED AGGREGATE BASE COURSE

9.

OVERLAY SHALL BE AS DIRECTED BY GDOT PERMIT INSPECTOR.

10. ALL SIDEWALKS, CROSSWALKS AND RAMPS SHALL MEET ADA STANDARDS GDOT DETAILS

11. THE APPLICANT IS RESPONSIBLE TO OBTAIN ALL NECESSARY ENVIRONMENTAL APPROVALS PRIOR TO ANY WORK ON STATE R/W

A

4

STORM WATER MANAGEMENT NOTES

SITE NOTES 1.

3

1.

THERE IS NO FLOOD PLAIN ON THIS PROPERTY FROM A WATER COURSE WITH DRAINAGE AREA EXCEEDING 100 ACRES OR FLOODPLAIN PER FIRM PANEL 13089C0067J, DATED MAY 16, 2013.

2.

THERE ARE NO WETLANDS ON THIS SITE.

3.

STORMWATER MANAGEMENT FOR THIS PROJECT IS PROVIDED ON SITE

4.

THERE ARE STATE AND COUNTY STREAM BUFFERS ON THIS PROPERTY

5.

THE DESIGN PROFESSIONAL, WHOSE SEAL APPEARS HEREON, CERTIFIES THE FOLLOWING: 1) THE NATIONAL WETLAND INVENTORY MAPS HAVE BEEN CONSULTED; AND, 2) THE APPROPRIATE PLAN SHEET DOES NOT INDICATE AREAS OF UNITED STATES ARMY CORPS OF ENGINEERS JURISDICTIONAL WETLANDS AS SHOWN ON THE MAPS; AND, 3) IF WETLANDS ARE INDICATED, THE LAND OWNER OR DEVELOPER HAS BEEN ADVISED THAT LAND DISTURBANCE OF PROTECTED WETLANDS SHALL NOT OCCUR UNLESS THE APPROPRIATE FEDERAL WETLANDS ALTERATION ("SECTION 404") PERMIT HAS BEEN OBTAINED.

6.

IT IS THE RESPONSIBILITY OF THE PROPERTY OWNERS OF THE STORM WATER MANAGEMENT FACILITY TO KEEP THE ACCESS DRIVE FREE OF OBSTRUCTIONS AND TO MAINTAIN THE FACILITY FREE OF OBSTRUCTIONS, SILT AND DEBRIS, AND OPERATIONAL PURSUANT TO COUNTY REQUIREMENTS.

7.

MAXIMUM SLOPE FOR CUT OR FILL IS 2H:1V EXCEPT ERTHEN DAM EMBANKMENTS SHALL BE 3H:1V.

8.

DETENTION POND, DETENTION OUTLET STRUCTURES AND TEMPORARY SEDIMENT POND FEATURES ARE TO BE CONSTRUCTED AND FULLY OPERATIONAL PRIOR TO ANY OTHER CONSTRUCTION OR GRADING.

9.

DEVELOPER IS TO CLEAN OUT ACCUMULATED SILT IN DETENTION POND AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED.

10. WHERE APPLICABLE PROVIDE UNDERGROUND DETENTION SYSTEM POST-CONSTRUCTION (RECORD) DRAWINGS WITH THE SUBMITTAL OF THE FINAL PLAT AT LEAST TWO WEEKS PRIOR TO REQUESTING A CERTIFICATE OF OCCUPANCY SO THAT THE POST-CONSTRUCTION CONDITIONS MAY BE VERIFIED AND APPROVED. CERTIFIED RECORD DRAWINGS SHALL BE TOPOGRAPHY OF POND AND OUTLET STRUCTURE DETAIL USING POST-CONSTRUCTION SURVEY DATA. USING RECORD DRAWINGS, PROVIDE A CERTIFIED HYDROLOGY REPORT VERIFYING POND VOLUMES AND PEAK OUTFLOWS FROM REGULATED STORM EVENTS. 11. ACCESS EASEMENT TO BE CLEARED AND GRUBBED. 12. HDPE PIPE SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M-294 AND AASHTO MP7, TYPE S & D. CONNECTIONS SHALL USE A RUBBER GASKET, WHICH CONFORMS TO ASTM F-477. INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM RECOMMENDED PRACTICE D-2321, AASHTO SECTION 30, OR WITH SECTION 550 OF THE GEORGIA DOT STANDARD SPECIFICATIONS, CONSTRUCTION OF ROADS AND BRIDGES. 13. ALL ALUMINIUM COATED TYPE 2 STEEL PIPE OR ALUMINIUM ALLOY PIPE, WHICH WILL CARRY A LIVE STREAM, SHALL HAVE PAVED INVERTS IN ACCORDANCE WITH AASHTO M-190, TYPE C, EXCEPT THAT THE PIPE NEED NOT BE FULLY COATED.INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 550 OF GEORGIA DOT STANDARD SPECIFICATIONS, CONSTRUCTION OF ROADS AND BRIDGES. 14. ALL RCP PIPE JOINTS SHALL BE BELL & SIGGOT TYPES WITH A RUBBER GASKET CONFORMING TO ASTM C-443. THE PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH AASHTO M-170 AND/OR ASTMC-76. CLASS OF PIPE AND WALL THICKNESS SHALL BE IN ACCORDANCE WITH 1030-D, GEORGIA DOT SPECIFICATION, TABLE NO.1. INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 550 OF THE GEORGIA DOT STANDARD SPECIFICATIONS, CONSTRUCTION OF ROADS AND BRIDGES.

GENERAL NOTES CONTRACTOR SHALL FIELD-VERIFY ALL DIMENSIONS SHOWN ON PLANS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OR OWNER FOR CORRECTION. USE DOT STD. 30" C&G TO MATCH EXISTING ALONG DOT RIGHT OF WAY AND UP TO PROPERTY LINE. USE 24" C&G ON SITE. WATER QUALITY BMP DEVICES MUST BE MAINTAINED BY PROPERTY OWNER. CONTRACTOR TO ALLOW FOR RELOCATING OR REMOVAL OF ALL EXISTING STRUCTURES OR UTILITIES AS INDICATED ON PLANS, OR AS DISCOVERED IN THE FIELD THAT WOULD HINDER THE CONSTRUCTION AND SUBSEQUENT INTENDED USE OF THE DEVELOPMENT. IT IS THE RSPONSIBILITY OF THE PROPERTY OWNER TO MAINTAIN ANY DETENTION FACILITY CONSTRUCTED IN THEIR PROPERTY AND TO ENSURE THE FACILITY IS FREE OF OBSTRUCTION, SILT, OR DEBRIS. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AND STORM DRAINAGE SYSTEMS IN FIELD PRIOR TO ANY EXCAVATION AND INSTALLATION OF NEW LINES AND STORMWATER SYSTEMS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CORRECTION PRIOR TO PRE-ORDERING OF MATERIAL, EXCAVATION AND INSTALLATIONS.

FIRE DEPT. NOTES 1. (SPRINKLER CONNECTION) FOR FIRE DEPARTMENT USE IS TO BE A MAXIMUM OF 150 FEET FOM A FIRE HYDRANT ON AN 8 INCH WATER MAIN. THE CONNECTION SHALL BE BETWEEN 18 INCHES AND 40 INCHES ABOVE GROUND LEVEL, A MAXIMUM OF 40 FEET FROM THE EDGE OF FIRE DEPARTMENT ACCESS ROADWAY. 2. (FIRE DEPARTMENT SPRINKLER CONNECTION) A GEORGIA CERTIFICATE OF COMPETENCY HOLDER FOR AUTOMATIC SPRINKLER SYSTEMS WILL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE UNDERGROUND SUPPLY PIPING. 3. (INSTALLATION OR REPAIR) OF UNDERGROUND FIRE SPRINKLER WATER SUPPLIES SHALL BE PERFORMED BY A UTILITY OR FIRE SPRINKLER CONTRACTOR OR PLUMBING CONTRACTOR LICENSED UNDER CHAPTER 11 TITLE 25 SECTION 25-11-7. 4. (FIRE DEPARTMENT CONNECTIONS) IF INSTALLED UNDERGROUND SHALL HAVE A LISTED CHECK VALVE, AN AUTO-DRIP VALVE, A SIGN ON A PLATE READING "AUTO-SPRINKLER OR AUTO-SPRINKLER/STANDPIPES", AND HOSE CONNECTIONS SHALL HAVE STANDARD THREADS AS SPECIFIED IN NFPA 1963. 5. (CURB RAMPS) SHALL HAVE A DETECTABLE WARNING COMPLYING WITH RULE 120-3-20-40. DETECTABLE WARNING TEXTURES SHALL CONSIST OF TRUNCATED DOMES, EXPOSED AGGREGATE CONCRETE, CUSHIONED SURFACES MADE OF RUBBER OR PLASTIC, OR RAISED STRIPS, (GROVES MAY BE USED INDOORS ONLY). TEXTURE SHALL CONTRAST IN COLOR WITH THE SURROUNDING SURFACE. THE DETECTABLE WARNING SHALL EXTEND THE FULL WIDTH AND DEPTH OF THE CURB RAMP INCLUDING FLALRES. RULE 120-3-20-18(7). GEORGIA ACCESSIBILITY CODE.

5

ABBREVIATIONS

FIRE & EMERGENCY SERVICES NOTES

APN BOW C/L CB CLF CMP CONC. DI DIA. DB Exist. FFE HDPE Hor. IE L.F. MH Min. N/F No. N.T.S OCS OH PG PI Prop. PVC R/W S.F SS TOW Typ. Vert.

1. SLOPE OF CURB RAMPS SHALL COMPLY WITH THE REQUIREMENTS OF RULE 120-3-20-18(2), 120-3-20-.19. GEORGIA ACCESSIBILITY CODE. 2. SURFACES OF CURB RAMPS SHALL COMPLY WITH RULE 120-3-20-.16. GEORGIA ACCESSIBILITY CODE. 3. THE MINIMUM WIDTH OF A CURB RAMP SHALL BE 36 INCHES, EXCLUSIVE OF FLARED SIDES. RULE 120-3-20-.18(3). GEORGIA ACCESSIBILITY CODE. 4.

PLACEMENT OF FIRE HYDRANTS SHALL BE A MINIMUM OF 3FT. AND A MAXIMUM OF 15FT. FROM THE BACK OF THE CURB OR ROAD EDGE WITH THE LARGE FIRE DEPARTMENT CONNECTION FACING THE NEAREST FIRE DEPARTMENT ACCESS POINT AND SET A MINIMUM OF 18" AND A MAXIMUM OF 36" ABOVE FINISHED GRADE TO THE CENTER OF THE LARGE FRIE DEPARTMENT CONNECTION.

5.

GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND WALKS, RAMPS, STAIRS, AND CURB RAMOS, SHALL BE STABLE, FIRM, SLIP-RESISTANT, AND SHALL COMPLY WITH RULE 120-3-20-.16&19. GEORGIA ACCESSIBILITY CODE.

6.

OBJECTS, PROJECTING FROM WALLS, (FOR EXAMPLE, TELEPHONES) WITH THEIR LEADING EDGES BETWEEN 27 INCHES AND 80 INCHES ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4 INCHES TO WALKS, HALLS, CORRIDORS, PASSAGE WAYS, OR AISLES. RULE 120-3-20-.15. GEORGIA ACCESSIBILITY CODE.

7. SIDES OF CURB RAMPS SHALL BE PROVIDED PER THE REQUIREMENT OF RULE 120-3-20-.18(5). GEORGIA ACCESSIBILITY CODE. 8. DURING CONSTRUCTION AND FOR PERMANENT ACCESS, ROADWAYS CONSTRUCTED OF ALL WEATHER SURFACE CAPABLE OF SUPPORTING 75,000 POUNDS GROSS WEIGHT SHALL BE PROVIDED PER INTERNATIONAL FIRE CODE, CHAPTER 5, SECTION 503.2.3, 2003 EDITION.

UTILITY NOTES 1.

ALL DESIGN & CONSTRUCTION FOR WATER, SEWER, FIRE LINES, LIFT STATIONS & BACKFLOW PREVENTION SHALL COMPLY WITH DEKALB COUNTY DEPARTMENT OF WATERSHED MANAGEMENT DESIGN STANDARDS 2009 EDITION, VERSION 1.0. ACTUAL FIELD CONDITIONS MAY DICTATE MORE STRINGENT REQUIREMENTS IF DEEMED NECESSARY BY THE CONSTRUCTION INSPECTOR.

2.

DEVELOPER SHALL PROVIDE RECORD DRAWINGS "AS-BUILT PLANS" AND "FINAL PLATS" (IF APPLICABLE) IN HARD COPY AND ELECTRONIC FORMAT, AS WELL AS, RECORD ALL EASEMENTS THAT WILL BE DEDICATED TO DEKALB COUNTY IN THE COURT HOUSE, PRIOR TO APPROVAL OF AS-BUILT PLANS.

3.

PROJECTS INVOLVING CONSTRUCTION OF TOWNHOMES AND/OR CONDOMINIUMS ARE REQUIRED TO HAVE INDIVIDUAL METERS FOR EACH UNIT.

4.

FIELD CHANGES DURING CONSTRUCTION MUST BE SUBMITTED FOR REVIEW AND APPROVAL BY THE COUNTY WATER & SEWER ENGINEER BEFORE CHANGES ARE IMPLEMENTED.

Assessor parcel number Bottom of wall Center line Catch basin Chain link fence Corrugated metal pipe Concrete Drain inlet Diameter Deed book Existing Finish floor elevation High density polyethylene pipe Horizontal Invert elevation Linear feet Manhole Minimum Now or formerly Number Not to scale Outlet control structure Over head Page Pine Proposed Polyvinyl chloride pipe Right of way Square feet Sanitary sewer Top of wall Typical Vertical

1243022 07/09/19

Copyright © 2019 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

TOBIE GRANT RECREATION CENTER

LEGEND Guy wire Power pole Drop inlet Double wing catch basin Iron pin found Asphalt pavement

5.

FOR PROJECTS WITHIN CITIES, DEVELOPER SHALL PROVIDE A MAINTENANCE BOND TO DEKALB COUNTY FOR WATERSHED UTILITIES PRIOR TO APPROVAL OF AS-BUILT PLANS.

6.

CONTRACTOR MUST JET CLEAN AND T.V. SANITARY SEWER LINES AFTER CONNECTIONS ARE MADE TO THE EXISTING SEWER TIE-IN POINTS. TRACER WIRE TO BE INSTALLED FOR PVC PIPES.

7.

THRUST BLOCKS ARE REQUIRED WHEREVER PIPE CHANGES DIRECTION (TEES, BEND, ATC.)

8.

WATER & SEWER DEPT. REQUIRES THAT A BACKFLOW PREVENTER DEVICE BE INSTALLED (IF CURRENTLY EXISTING) ON EACH DOMESTIC OR FIRE SERVICE LINE, AND ANY OTHER TYPE OF WATER SERVICE CONNECTION.

9.

POTABLE WATER MAINS SHALL MAINTAIN A TEN (10') FOOT HORIZONTAL AND EIGHTEEN (18") INCH VERTICAL CLEARANCE FROM NON-POTABLE PIPELINES.

SEAL

Sign Sanitary sewer manhole Fire hydrant Water valve Water meter Concrete Creek centerline Chain link fence Tree line Tree save fence Silt fence Over head power line Sanitary sewer line Underground gas line Water pipe Adjoiner property line Right-of-way Centerline

10. PROVIDE EASEMENT PLAT & DEED FOR REVIEW FOR ALL SANITARY SEWER AND WATER EASEMENTS. (AFTER CONSTRUCTION AND WITH AS-BUILTS) 11. WATER & SEWER ACCESS FEES NEED TO BE PAID UNDER THE FOLLOWING CIRCUMSTANCES: NEW CONSTRUCTION, RE-DEVELOPMENT, ADDITION, CHANGE OF USE, ETC. THESE FEES ARE TO BE PAID AT 330 W. PONCE DE LEON AVE, 2ND FLOOR. FAILURE TO SETTLE THESE FEES WILL RESULT IN DELAYS FOR OBTAINING WATER & SEWER PLAN APPROVAL, AS WELL AS CERTIFICATE OF OCCUPANCY/COMPLETION.

DRAWING ISSUE MARK

DESCRIPTION

DATE

1

PERMIT REVIEW COMMENTS

3/22/2019

2

PERMIT REVIEW COMMENTS

6/26/2019

APPR.

12. ANY WORK W/ROW NEEDS TO BE COORDINATED W/ APPLICABLE JURISDICTION. (GDOT, COUNTY, CITY, ETC.) 13. INDICATE WHETHER ONSITE SEWER/WATER IS PUBLIC OR PRIVATE. 14. F.O.G COMPLIANCE (GREASE TRAP) REVIEW AND APPROVAL REQUIRED. 15. ADD BLOCK FOR TOTAL PROPOSED WATER/SANITARY SEWER INFRASTRUCTURE (ON UTILITY PLAN & COVER). SS: WATER:

#MHS: #FHS:

0 1

SIZE/MATERIAL OF SS: 6" DIP SIZE/MATERIAL OF WATER: 6" DI

LF OF SS: 35 LF LF OF WATER: 4 LF

Updated

Updates Made.

16. CONTRACTOR MUST NOTIFY THE DWM CONSTRUCTION INSPECTOR AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. DANIEL TUCKER: (404) 732-6411 BRUCE MAYHEW: (678) 516-8627

DESIGNED BY: ME DWN BY: JL CKD BY: SM SUBMITTED BY: DATE: 06/26/2019

2

OWNER / DEVELOPER DEKALB COUNTY, GEORGIA 1300 COMMERCE DRIVE, SUITE 300 DECATUR, GA 30030 TEL: 678-283-2974 CONTACT: SANDRA WEAVER ENGINEER CERM CONTACT: SAM MCINTOSH, P.E. 1990 LAKESIDE PARKWAY SUITE 300 TUCKER, GA 30084 TEL: 678-999-0173 EMAIL: smcintosh@cerm.com

PROJECT #:

TOBIE GRANT RECREATION CENTER 1180510

SHEET TITLE

GENERAL NOTES & LEGEND SHEET NUMBER

C - 001 RELEASED FOR CONSTRUCTION


1

2

3

4

2

5

IE IN=985.66' IE OUT=985.51'

Survey Notes A TOPCON GTS-313 (TOTAL STATION), TOPCON TRAVERSING EQUIPMENT, A 200 FEET TAPE WERE USED TO OBTAIN THE ANGULAR AND LINEAR MEASUREMENTS FOR THIS SURVEY. 1243022

THE FIELD DATA UPON WHICH PLAT IS BASED HAS A CLOSURE PRECISION OF ONE FOOT IN 21,660 FEET, AN ANGULAR ERROR OF T SECONDS PER ANGLE POINT, AND WAS ADJUSTED USING LEAST SQUARE.

2

APPROXIMATE PROPERTY LINE AND PROJECT LIMIT

Copyright © 2019 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND FOUND TO BE ACCURATE WITHIN ONE FOOT IN 208, 124 FEET.

1002.60'

980.32'

D

07/09/19

PROPERTY AS SHOWN CREATES A MATHEMATICALLY CLOSED FIGURE WITHOUT ANY GORES, GAPES, OR OVERLAPS.

2

N00°18'11"E 833.55'

THE PROPERTY HAS DIRECT ACCESS TO PARKDALE ROAD WHICH IS AN ACCEPTED PUBLIC STREET OR HIGHWAY. FLOOD NOTE:

MH TOP=1015.80' IE IN=1007.05' IE OUT=1006.90'

BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X" FLOOD INSURANCE RATE MAP NUMBER 13089C0067J WHICH BEARS AN EFFECTIVE DATE OF MAY 16, 2013 AND IS NOT IN SPECIAL FLOOD HAZARD AREA BY CONTACT DATED MAY 16, 2018 TO THE NATIONAL FLOOD INSURANCE PROGRAM http://www.fema.gov/ WE HAVE LEARNED THIS COMMUNITY DOES CURRENTLY PARTICIPATE IN THE PROGRAM, NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR A VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY. REFERENCE: 1.) CONTOUR INTERVAL EQUALS ONE FOOT. 2.) ELEVATIONS ARE NAVD88 AS ESTABLISHED BY RTK METHODS USING A LEICA 1200 GPS UNIT CONNECTED TO A BASE STATION ON THE LEICA SMARTNET AND ARE BASED ON GEOID 2012A, USING AN AVERAGE OF TWO READINGS TAKEN 4 HOURS APART.

1022.17'

18"PI

3.) THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD LOCATED UTILITY MARKINGS PROVIDED BY MORELAND ALTOBELLI ASSOCIATES, LLC. ON MAY 16, 2017. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED

1021.72' 1021.70'

1020.73'

18"PI

982.83'

16"PI

16"PI

C 1021.89' 1021.83'

BEFORE DIGGING IN THIS AREA, CALL UTILITY LOCATORS AT 1-800-282-7411 FOR FIELD LOCATIONS (REQUEST FOR GROUND MARKINGS) OF UNDERGROUND UTILITY LINES.

24"PI

TOBIE GRANT RECREATION CENTER

24"PI

1021.51' 20"PI

1021.29'

24"PI

1021.73'

30"PI 18"PI

1022.16'

1022.37' 15"PI

8"PI 8"PI

15"PI

12"PI 14"PI

1022.25'

18"PI

EXISTING SSMH TOP=1028.17' IE OUT=1016.02'

10"PI

22"PI

10"PI 22"PI

1021.82' 1022.08'

15"PI

18"PI

1022.49'

OK

12"PI 18"PI

10"PI 6"PI

8"PI

6'CL F

EXISTING 8" SEWER LINE

8"PI

8"PI

1021.68'

SEAL

24"PI

15"PI

TREE LINE

EXISTING OH POWER LINE

PARKDALE DRIVE (60' PUBLIC R/W) (ASPHALT)

1020.20'

C/L OF CREEK

S00°20'49"W 51.96'

2

1022.07'

GIFFORD DR.

6"PI

14"PI

1027.96'

8"PI

16"PI

1021.49'

DRAWING ISSUE

1022.26'

MARK

14"PI

B 1022.08'

1019.61' 1021.43'

N/F DEKALB HOUSING AUTHORITY APN 18 046 02 049 R-75 AREA = 5.7 AC

8"PI

14"PI

10"PI

1022.37'

DATE

PERMIT REVIEW COMMENTS

3/22/2019

2

PERMIT REVIEW COMMENTS

6/26/2019

APPR.

12"PI

18"PI 16"PI 8"PI 10"PI

1022.66'

DESCRIPTION

1

8"PI 14"PI 10"PI

2

18"PI

S11°28'00"E 24.91'

15"PI

1025.61'

1022.26' 1022.75' 1020.80'

(GA WEST ZONE) GRID NORTH

FILE PATH: G:\PROJECT OPERATIONS\PROJECTS\1276 POND & CO\009 TOBIE GRANT RECREATION CENTER\ENGINEERING\DESIGN\SITE PLANS\100% DRAWINGS_3-19-2019\C-002-EXISTING CONDITIONS.DWG PLOTTED BY: HAMID GHABELZADEH

1023.10'

1022.65'

1021.23'

2

1021.71' 2

1020.69'

1022.47'

N89°27'55"W 7.26'

1021.77'

DESIGNED BY: ME

30

2

30

60

DWN BY: JL CKD BY: SM SUBMITTED BY:

#4REBAR*DISTURBED

1022.43' 2

A

N/F DEKALB HOUSING AUTHORITY APN 18 046 02 058 DB 24667 PG 682 R-75

N/F DEKALB HOUSING AUTHORITY APN 18 046 02 060 DB 24667 PG 672 R-75

30

OWNER / DEVELOPER DEKALB COUNTY, GEORGIA 1300 COMMERCE DRIVE, SUITE 300 DECATUR, GA 30030 TEL: 678-283-2974 CONTACT: SANDRA WEAVER ENGINEER CERM CONTACT: SAM MCINTOSH, P.E. 1990 LAKESIDE PARKWAY SUITE 300 TUCKER, GA 30084 TEL: 678-999-0173 EMAIL: smcintosh@cerm.com

DATE: 06/26/2019 PROJECT #:

TOBIE GRANT RECREATION CENTER 1180510

SHEET TITLE

EXISTING CONDITIONS SHEET NUMBER

C - 002 RELEASED FOR CONSTRUCTION


1

3

4 CONC

2 2

5

IE OUT=985.51'

DEMOLITION NOTES 1.

GRANITE

NC CO

F/L STREAM CENTER

2

1002.60'

980.32'

D

STRE AM CE NTER F/L

N00°18'11"E 833.55'

GRANITE

DEMOLISH EXISTING CONCRETE SIDEWALK & CURB

2

2.

ALL TREES TO REMAIN AND HAVE PROPERTY PROTECTION UNLESS APPROVED PLANS INDICATE OTHERWISE.

3.

ALL DEMOLITION DEBRIS TO BE HAULED OFF SITE.

4.

DUMPSTERS AND/OR TEMPORARY SANITARY FACILITIES SHALL NOT BE LOCATED IN THE STREET OR TREE PROTECTION AREA OR OTHER RIGHT-OF-WAY.

5.

ADDITIONAL EROSION CONTROLS SHALL BE INSTALLED AS DEEMED NECESSARY BY THE ON-SITE INSPECTOR(S).

6.

CALL FOR FINAL INSPECTION AT (404) 371-4913.

1243022 07/09/19

Copyright © 2019 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

NOTES

OPEN CUT FOR GAS INSTALL

LF 10'C

TREE SAVE FENCE

OPEN CUT FOR WATER

1023.10' 1022.17'

1. SILT FENCE AND CONSTRUCTION EXIT MUST BE IN PLACE PRIOR TO START OF CONSTRUCTION ACTIVITIES. 2. ALL MATERIAL MUST BE CARTED OFF SITE AND DISPOSED AT AN APPROVED LANDFILL IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS.

MH TOP=1015.80' IE IN=1007.05' IE OUT=1006.90'

18"PI

3. PRIOR TO ANY LAND DISTURBING ACTIVITIES, CONTRACTOR SHALL LOCATE AND FLAG ALL UNDERGROUND UTILITIES INCLUDING WATER, GAS, ELECTRIC, AND SEWER LINES. DEPTHS OF WATER AND SEWER LINES MUST BE DETERMINED AND ANY CONFLICT WITH PROPOSED GRADES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CORRECTION. 4. REMOVE AND STORE PARK BENCHES AND PAVILION STANDS FOR RE-USE. 5.REFER TO SHEET LD-101 FOR TREE REMOVALS.

1021.72' 1021.70'

1020.73'

18"PI

982.83'

16"PI

16"PI

C 1021.89' 1021.83'

24"PI

TOBIE GRANT RECREATION CENTER

24"PI

1021.51' 20"PI

1021.29'

2

1020.20'

C/L OF CREEK

1022.07' 24"PI

24"PI

15"PI

1021.73'

30"PI 18"PI

1022.16'

REMOVE CHAINLINK FENCE

1022.37' 15"PI

8"PI

12"PI 14"PI

1022.25'

REMOVE CHAINLINK FENCE

1021.82'

EXISTING 8" SEWER LINE

OPEN CUT FOR SEWER

8"PI

8"PI

18"PI

EXISTING SSMH TOP=1028.17' IE OUT=1016.02'

10"PI

22"PI

10"PI 22"PI

1022.08'

15"PI

18"PI

12"PI

1022.49'

18"PI

10"PI 6"PI

8"PI

BLEACHERS TO BE REMOVED AND SAVED FOR RELOCATION

6'CL F

8"PI

15"PI

1021.68'

1021.49'

SEAL PARKDALE DRIVE (60' PUBLIC R/W) (ASPHALT)

DOUBLE ROW SILT FENCE

S00°20'49"W 51.96'

Sd1-S

EXISTING OH POWER LINE

6"PI

14"PI

1027.96'

8"PI

16"PI

DRAWING ISSUE

1022.26'

MARK

14"PI

B

8"PI

1022.37'

1019.61'

16"PI 8"PI 10"PI

1022.66'

REMOVE CONCRETE SLAB

14"PI 10"PI

Sd1-S

S11°28'00"E 24.91'

SILT FENCE

CONC

E AT G

GATE

CONC

REMOVE SIGN

2 C

2

NC

N89°27'55"W 7.26'

2

CO

REMOVE BASEBALL DUGOUT FENCES AND BACKSTOP

30

60

DWN BY: JL

C

2

BLEACHERS TO BE REMOVED AND SAVED FOR RELOCATION

30

SUBMITTED BY:

#4REBAR*DISTURBED

N/F DEKALB HOUSING AUTHORITY APN 18 046 02 060 DB 24667 PG 672

W R/

N/F DEKALB HOUSING AUTHORITY APN 18 046 02 058 DB 24667 PG 682

0

CKD BY: SM

1022.43'

A

DESIGNED BY: ME

GRAPHIC SCALE N CO

8' BLOCK WALL

Co

WATERFNTN

1022.47' 1021.77'

SAW CUT CONCRETE SIDEWALK & CURB

1022.65'

1021.71' 1020.69'

6/26/2019

18"PI

CONC

REMOVE CHAINLINK FENCE

PERMIT REVIEW COMMENTS

1025.61' 1022.75'

1021.23'

2

APPR.

2

1022.26'

1020.80'

3/22/2019

8"PI

15"PI

GATE

LOCATE AND CAP WATER SERVICE LINE REMOVE WATER FOUNTAIN

DATE

PERMIT REVIEW COMMENTS

12"PI

18"PI

1021.43'

14"PI

10"PI

DESCRIPTION

1

(GA WEST ZONE) GRID NORTH

1022.08'

N CO

FILE PATH: G:\PROJECT OPERATIONS\PROJECTS\1276 POND & CO\009 TOBIE GRANT RECREATION CENTER\ENGINEERING\DESIGN\SITE PLANS\100% DRAWINGS_3-19-2019\C-101-DEMOLITION PLAN.DWG PLOTTED BY: HAMID GHABELZADEH

ALL LAND DISTURBANCE TO BE STABILIZED WITH VEGETATION UPON COMPLETION OF DEMOLITION.

( IN FEET ) 1 inch =30 ft.

OWNER / DEVELOPER DEKALB COUNTY, GEORGIA 1300 COMMERCE DRIVE, SUITE 300 DECATUR, GA 30030 TEL: 678-283-2974 CONTACT: SANDRA WEAVER ENGINEER CERM CONTACT: SAM MCINTOSH, P.E. 1990 LAKESIDE PARKWAY SUITE 300 TUCKER, GA 30084 TEL: 678-999-0173 EMAIL: smcintosh@cerm.com

DATE: 06/26/2019 PROJECT #:

TOBIE GRANT RECREATION CENTER 1180510

SHEET TITLE

DEMOLITION PLAN SHEET NUMBER

C - 101 RELEASED FOR CONSTRUCTION


2

Updates Made. 1243022

2

2

07/09/19


1243022 07/09/19

2

2

2

2

2

2


1243022 07/09/19

2 2

2

2


1

2

3

4

5

UTILITY NOTES 1.

EXISTING GAS LINE

PROPOSED 8'X12' CONC. VAULT WITH 6" METERED FIRE

PROPOSED GAS LINE (SEE MEP DRAWING FOR CONTINUATION)

POWER LINE CONNECTION BY UTILITY COMPANY PROPERTY LINE

20FT SETBACK

PROPOSED POWER LINE (SEE MEP DRAWING FOR CONTINUATION)

D

10FT LANDSCAPE STRIP

2.

EXIST SSMH-02 TOP:1015.80 IN:1007.05 OUT:1006.90 GAS LINE CONNECTION BY UTILITY COMPANY PROPOSED 6"X6" TAPPING SLEEVE AND VALVE

PROPOSED 8'X8' CONC. VAULT WITH 6" DOUBLE CHECK VALVE 6" D.I. FIRE LINE FIRE DEPARTMENT CONNECTION

2" COPPER WATERLINE 2" METER 2" DDC VALVE

D

PROPOSED 15" HDPE STORM PIPE (TYP.) EXISTING 8" SEWER LINE PROPOSED DROP INLET (TYP.)

120

C

61 SF

PARKDALE DRIVE (60' PUBLIC R/W) (ASPHALT)

S00°20'49"W 51.96'

C/L OF CREEK

REMOVE EXISTING FIRE HYDRANT AND RETAIN FOR REUSE SEE DETAIL 1 ON THIS SHEET 35 LF 6" DIA. DIP SEWER LINE @ 1.0% CONNECT TO EXISTING 8" SS LINE (SEE DETAIL 3 ON SHEET C-504)

124

EXIST SSMH-01 TOP:1028.17 INV: 1016.02

81 SF

HANDICAP SIGN (TYP.)

DEVELOPER SHALL PROVIDE RECORD DRAWINGS "AS-BUILT PLANS" AND "FINAL PLATS" (IF APPLICABLE) IN HARD COPY AND ELECTRONIC FORMAT, AS WELL AS, RECORD ALL EASEMENTS THAT WILL BE DEDICATED TO DEKALB COUNTY IN THE COURT HOUSE, PRIOR TO APPROVAL OF AS-BUILT PLANS.

3.

PROJECTS INVOLVING CONSTRUCTION OF TOWNHOMES AND/OR CONDOMINIUMS ARE REQUIRED TO HAVE INDIVIDUAL METERS FOR EACH UNIT.

4.

FIELD CHANGES DURING CONSTRUCTION MUST BE SUBMITTED FOR REVIEW AND APPROVAL BY THE COUNTY WATER & SEWER ENGINEER BEFORE CHANGES ARE IMPLEMENTED.

5.

FOR PROJECTS WITHIN CITIES, DEVELOPER SHALL PROVIDE A MAINTENANCE BOND TO DEKALB COUNTY FOR WATERSHED UTILITIES PRIOR TO APPROVAL OF AS-BUILT PLANS.

6.

CONTRACTOR MUST JET CLEAN AND T.V. SANITARY SEWER LINES AFTER CONNECTIONS ARE MADE TO THE EXISTING SEWER TIE-IN POINTS. TRACER WIRE TO BE INSTALLED FOR PVC PIPES.

7.

THRUST BLOCKS ARE REQUIRED WHEREVER PIPE CHANGES DIRECTION (TEES, BEND, ATC.)

8.

WATER & SEWER DEPT. REQUIRES THAT A BACKFLOW PREVENTER DEVICE BE INSTALLED (IF CURRENTLY EXISTING) ON EACH DOMESTIC OR FIRE SERVICE LINE, AND ANY OTHER TYPE OF WATER SERVICE CONNECTION.

9.

POTABLE WATER MAINS SHALL MAINTAIN A TEN (10') FOOT HORIZONTAL AND EIGHTEEN (18") INCH VERTICAL CLEARANCE FROM NON-POTABLE PIPELINES.

1243022 07/09/19

Copyright © 2019 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

10. PROVIDE EASEMENT PLAT & DEED FOR REVIEW FOR ALL SANITARY SEWER AND WATER EASEMENTS. (AFTER CONSTRUCTION AND WITH AS-BUILTS) 11. WATER & SEWER ACCESS FEES NEED TO BE PAID UNDER THE FOLLOWING CIRCUMSTANCES: NEW CONSTRUCTION, RE-DEVELOPMENT, ADDITION, CHANGE OF USE, ETC. THESE FEES ARE TO BE PAID AT 330 W. PONCE DE LEON AVE, 2ND FLOOR. FAILURE TO SETTLE THESE FEES WILL RESULT IN DELAYS FOR OBTAINING WATER & SEWER PLAN APPROVAL, AS WELL AS CERTIFICATE OF OCCUPANCY/COMPLETION. 12. ANY WORK W/ROW NEEDS TO BE COORDINATED W/ APPLICABLE JURISDICTION. (GDOT, COUNTY, CITY, ETC.) 13. INDICATE WHETHER ONSITE SEWER/WATER IS PUBLIC OR PRIVATE. 14. F.O.G COMPLIANCE (GREASE TRAP) REVIEW AND APPROVAL REQUIRED. 15. ADD BLOCK FOR TOTAL PROPOSED WATER/SANITARY SEWER INFRASTRUCTURE (ON UTILITY PLAN & COVER). SS: WATER:

#MHS: #FHS:

0 1

SIZE/MATERIAL OF SS: SIZE/MATERIAL OF WATER:

6" DIP 6" DI

TOBIE GRANT RECREATION CENTER

LF OF SS: 35 LF LF OF WATER: 4 LF

16. CONTRACTOR MUST NOTIFY THE DWM CONSTRUCTION INSPECTOR AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. DANIEL TUCKER: (404) 732-6411 BRUCE MAYHEW: (678) 516-8627 17. CONTRACTOR TO FIELD VERIFY EXISTING HYDRANT INSTALLATION ARRANGEMENT PRIOR TO COMMENCEMENT OF WORK. REPORT ANY DISCREPANCY TO ENGINEER FOR MODIFICATIONS/CORRECTION.

SEAL

CLEANOUT

15" STORM INV. 1020.00 6" SEWER INV. 1017.50 NOTES

2,253 S.F.

244 S.F.

36 LF 4" DIA. PVC SEWER LINE FROM BUILDING @ 2%

271 S.F.

J

JUNCTION BOX FOR EMERGENCY STATION (SEE ELECTRICAL PLAN E-200)

(1) LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY. (2) SEWER LATERALS OUTSIDE OF BUILDING REQUIRE A SEPARATE PLUMBING PERMIT (3) PRIOR TO CONSTRUCTION OF ANY UTILITY FACILITIES WITHIN THE RIGHT-OF-WAY OF ANY COUNTY MAINTAINED ROADWAY, A PERMIT MUST BE OBTAINED FROM THE UTILITY COORDINATOR (4) PRIOR TO CONSTRUCTION OF WATER MAINS AND SANITARY SEWER LINES, FINAL DESIGN APPROVAL MUST BE OBTAINED FROM DEPARTMENT OF WATERSHED MANAGEMENT

ASPHALT PAVEMENT

S11°28'00"E 24.91'

(5) NO PRESSURE REDUCING VALVES ARE TO BE INSTALLED ON FIRE LINES. ALL FIRE LINES ARE TO BE INSPECTED BY DEKALB FIRE SERVICE PRIOR COVERING. CALL 404-294-2348 FOR INSPECTIONS.

3,010 S.F.

(6) NOTIFY WATER AND SEWER INSPECTOR AT 770-621-7212 PRIOR TO START OF CONSTRUCTION LANDSCAPE STRIP

B

ASPHALT PAVEMENT

298 S.F.

DRAWING ISSUE MARK

DESCRIPTION

DATE

1

PERMIT REVIEW COMMENTS

3/22/2019

2

PERMIT REVIEW COMMENTS

6/26/2019

APPR.

(7) BORING OF ROAD(S) REQUIRED FOR WATER AND/OR SEWER CONNECTION (8) CONTACT AT&T BEFORE STARTING CONSTRUCTION. CALL 811 FOR UTILITY LOCATION AT LEAST THREE DAYS BEFORE THE START OF THE WORK

N89°27'55"W 7.26'

(9) CABLE TV LINES CANNOT BE INSTALLED WITHIN PRIVATE STREET DEVELOPMENTS UNLESS THE COST IS BORNE BY THE INDIVIDUAL PROPERTY OWNERS (10) OWNER WILL BE RESPONSIBLE FOR ANY REPAIR OR REPLACEMENT OF ANY IMPROVEMENTS WITHIN THE SANITARY SEWER/WATER/DRAINAGE EASEMENTS DUE TO MAINTENANCE OF SEWER/WATER/DRAINAGE DRAIN OF DEKALB COUNTY

298 S.F. #4REBAR*DISTURBED

1030

1030

PROPOSED SIDEWALK

PROPOSED CLEANOUT PROPOSED BUILDING

CURB & GUTTER

PARKDALE DRIVE PROPOSED GRADE

2.0' MIN.

DESIGNED BY: ME

EXISTING GRADE

DWN BY: JL

FFE:1024.50

PROPOSED CONC. THRUST BLOCK

CKD BY: SM SUBMITTED BY:

6"

DATE: 06/26/2019

A

2

36 LF 4" PVC SEWER @ 2.0% SLOPE

18" HDPE STORM PIPE

1010 0+00

PROPOSED FIRE HYDRANT LOCATION

35 LF 6" DIP SEWER @ 1.0% SLOPE

4" PVC TO 6" DIP ADAPTOR FERNCO P1056-64 (SEE DETAIL 7 ON SHEET C-503)

2.0'

1020

PROPOSED 6" DI WATER LINE

EXISTING 8" SEWER INV. 1015.47 ±

1010 1+00

EXISTING FIRE HYDRANT TO BE RELOCATED

CONNECT NEW 6" DI PIPE TO EXISTING VALVE

OWNER / DEVELOPER DEKALB COUNTY, GEORGIA 1300 COMMERCE DRIVE, SUITE 300 DECATUR, GA 30030 TEL: 678-283-2974 CONTACT: SANDRA WEAVER ENGINEER CERM CONTACT: SAM MCINTOSH, P.E. 1990 LAKESIDE PARKWAY SUITE 300 TUCKER, GA 30084 TEL: 678-999-0173 EMAIL: smcintosh@cerm.com

PROJECT #:

(GA WEST ZONE) GRID NORTH

1020

PROPERTY LINE

FILE PATH: G:\PROJECT OPERATIONS\PROJECTS\1276 POND & CO\009 TOBIE GRANT RECREATION CENTER\ENGINEERING\DESIGN\SITE PLANS\100% DRAWINGS_3-19-2019\C-131-UTILITY PLAN.DWG PLOTTED BY: HAMID GHABELZADEH

FFE: 1024.5

ALL DESIGN & CONSTRUCTION FOR WATER, SEWER, FIRE LINES, LIFT STATIONS & BACKFLOW PREVENTION SHALL COMPLY WITH DEKALB COUNTY DEPARTMENT OF WATERSHED MANAGEMENT DESIGN STANDARDS 2009 EDITION, VERSION 1.0. ACTUAL FIELD CONDITIONS MAY DICTATE MORE STRINGENT REQUIREMENTS IF DEEMED NECESSARY BY THE CONSTRUCTION INSPECTOR.

TOBIE GRANT RECREATION CENTER 1180510

SHEET TITLE

UTILITY PLAN GRAPHIC SCALE 30

0

( IN FEET ) 1 inch =30 ft.

30

60

SHEET NUMBER

C - 131 RELEASED FOR CONSTRUCTION


1

2

3

4

5

5' X 5' MIN. LANDING

6' T YP.

5' M

. IN M ' Y 5

GUT TER

24

07/09/19

D

X

E

Copyright © 2019 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

"

D 5'

TRUNCATED DOMES PROVIDE 6" TO 8" SETBACK FROM CURB FACE

L CA I P TY

D

Y

RB &

SLOPE = Y:X SLOPE SHALL NOT EXCEED 1:12

E

TYP . CU

6"

1243022

IN.

X

PAVEMENT

PLAN

SIDE ENTRY CURB RAMP NOT TO SCALE

8" MIN.

SLOPE = Y:X SLOPE SHALL NOT EXCEED 1:12 5' M

IN.

6" (TYP.)

IF "A" IS LESS THAN 48 IN. THEN THE SLOPE OF THE FLARED SIDE SHALL NOT EXCEED 1:12

24

1.60"

2.40"

E

0.65"

1.50"

F

0.45"

0.80"

G

0.90"

1.40"

G

ELEVATION AL IC P Y 'T

TRUNCATED DOMES PROVIDE 6" TO 8" SETBACK FROM CURB FACE

6"

D

F

"

TRUNCATED DOME DETECTABLE WARNING DETAIL

5

FLARED SIDE ENTRY CURB RAMP NOT TO SCALE FLARED SIDE 1:10 SLOPE MAX.

C

DETECTABLE WARNING AT CURB RAMP NOTE: CURB RAMP SHALL HAVE A DETECTABLE WARNING CONSISTING TRUNCATED DOMES. TEXTURE SHALL CONTRAST IN COLOR WITH THE SURROUNDING SURFACE PER RULE 120-3-20.40 (2) GEORGIA ACCESSIBILITY CODE. THE DETECTABLE WARNING SHALL EXTEND THE FULL WIDTH AND 2 FEET IN DEPTH OF THE CURB RAMP. TRUNCATED DOMES AND ALL RELATED INSTALLED SURFACES TO BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. ALL DETECTABLE WARNING SURFACE INSTALLATIONS SHALL BE AT A MINIMUM AT LEAST AS NON SKID AS THE SURROUNDING PEDESTRIAN SURFACES.

HEADER CURB DETAIL 2 C-501

1 C-501

3 C-501

CURB & GUTTER DETAIL TOBIE GRANT RECREATION CENTER

CURB RAMP DETAIL

24'

9'

18'

9'

SEAL

18'

1'-4" 8" 1'-10"

10"

4" WIDE PAINTED LINES

14" R

9'

5' (MIN) 8' (MIN FOR VAN)

4"

2 COATS OF TRAFFIC PAINT

9'

9'

8" DIA.

DRAWING ISSUE

1'-2"

9'

MARK

B

HANDICAPPED PARKING DETAIL SCALE: NTS

DESCRIPTION

DATE

1

PERMIT REVIEW COMMENTS

3/22/2019

2

PERMIT REVIEW COMMENTS

6/26/2019

APPR.

9'

FILE PATH: G:\PROJECT OPERATIONS\PROJECTS\1276 POND & CO\009 TOBIE GRANT RECREATION CENTER\ENGINEERING\DESIGN\SITE PLANS\100% DRAWINGS_3-19-2019\C-501-505-CONSTRUCTION DETAILS.DWG PLOTTED BY: HAMID GHABELZADEH

X

Y

MAX.

0.20"

"A"

MIN.

2 COATS OF WHITE TRAFFIC PAINT (TYP)

4 C-501

PAVEMENT STRIPING DETAIL SCALE: NTS

TYPICAL PARKING DIMENSIONS OR AS OTHERWISE SHOWN ON PLAN 5 C-501

1-1/4" 9.5MM SUPERPAVE (GDOT SECTION 400) 1-3/4" 19MM SUPERPAVE (GDOT SECTION 400) WALKWAY WIDTH

DESIGNED BY: ME DWN BY: JL

GRASS

CKD BY: SM SUBMITTED BY:

6" 3000 PSI CONCRETE 6" GAB A

COMPACTED SOIL

7" GRADED AGGREGATE BASE (GDOT SECTION 815) SUB-BASE (UPPER 8" COMPACTED TO 98% STANDARD PROCTOR AND LOWER LAYER COMPACTED TO 95% STANDARD PROCTOR)

6 C-501

7 C-501

DATE: 06/26/2019

2

OWNER / DEVELOPER DEKALB COUNTY, GEORGIA 1300 COMMERCE DRIVE, SUITE 300 DECATUR, GA 30030 TEL: 678-283-2974 CONTACT: SANDRA WEAVER ENGINEER CERM CONTACT: SAM MCINTOSH, P.E. 1990 LAKESIDE PARKWAY SUITE 300 TUCKER, GA 30084 TEL: 678-999-0173 EMAIL: smcintosh@cerm.com

PROJECT #:

TOBIE GRANT RECREATION CENTER 1180510

SHEET TITLE

CONSTRUCTION DETAILS SHEET NUMBER

C - 501 RELEASED FOR CONSTRUCTION


1

2

3

4

CLEAN OUT INV. 1020.45

5

80 LF 6" DIA. PVC @ 1.0% MIN.

CLEAN OUT INV. 1021.25

25 LF 6" DIA. PVC @ 1.0% MIN.

ROUND ATRIUM SURFACE DRAIN SEE DETAIL 6 ON SHEET C-504

1243022 07/09/19

4" DIA. PVC PIPE @ 1.0% MIN.

6" DIA. PVC PIPE @ 1.0% MIN.

D

Copyright © 2019 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

CLEAN OUT

D CLEAN OUT

4" DIA. PVC PIPE @ 1.0% MIN.

ROUND ATRIUM SURFACE DRAIN SEE DETAIL 6 ON SHEET C-504

6" DIA. PVC PIPE @ 1.0% MIN.

SEE SHEET P-101 FOR ROOF DRAIN CONNECTION

CLEAN OUT CLEAN OUT

4" DIA. PVC PIPE @ 1.0% MIN.

224 LF 8" DIA. PVC @ 1.0% MIN.

CLEAN OUT

ROUND ATRIUM SURFACE DRAIN SEE DETAIL 6 ON SHEET C-504

6" DIA. PVC PIPE @ 1.0% MIN.

4" DIA. PVC PIPE @ 1.0% MIN.

C

ROUND ATRIUM SURFACE DRAIN SEE DETAIL 6 ON SHEET C-504

CLEAN OUT INV. 1018.21 48 LF 8" DIA. PVC @ 1.0% MIN.

4" DIA. PVC PIPE @ 1.0% MIN.

CLEAN OUT INV. 1017.73

TOBIE GRANT RECREATION CENTER SEAL

34 LF 8" DIA. PVC @ 1.0% MIN.

2 C-502

1 C-502

NOTE: 1 2"

PREMOULDED EXPANSION JOINT AT DRIVEWAYS, CURBS ETC. 1 SIDEWALK CUT IN 5'-0" SQUARES 1 2" GROOVES

R.O.W.

EXPANSION JOINT TYP.

SLOPE

35' R OR TAPERED TO BACK OF CURB AS INDICATED ON PLAN EXPANSION JOINT TYP.

1'-0" T

CU 1 4"

2:1

X. MA

DRAWING ISSUE

: 1'-0"

MARK

FIL L

4"

24'' CURB & GUTTER

COMPACTED TO 95% OF MAX. THEORETICAL DENSITY.

1

2" EXP. JOINT (ALT.)

2:1

MA X.

3/22/2019

2

PERMIT REVIEW COMMENTS

6/26/2019

APPR.

"A"

STREET PAVEMENT

5'-0"

2'-0"

8"

SLOPE 1" :

DRIVEWAY SLOPE

1'-0"

NORMAL CURB POSITION-TRANSSITION.

C L

- 8'' MINIMUM THICKNESS 1

- 2" EXPANSION JOINT REQUIRED AT THE END OF EACH CURB RADIUS

NORMAL SIDEWALK POSITION

- REVERSE SLOPE ON HIGH SIDE TO PREVENT PONDING OF WATER

DESIGNED BY: ME

- REINFORCED WITH 6" X 6" WIRE MESH, NO. 8 GAUGE "A"

8' MINIMUM

SECTION "A-A"

F.O.C.

POUR GUTTER MONOLITHIC WITH DRIVEWAY

- ALL CONCRETE SHALL BE CLASS ''A'', 3000 PSI VALLEY GUTTER TO BE BROOMED FINISHED. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE CURRENT SPECIFICATIONS OF DEKALB COUNTY. - ALL CONCRETE SHALL BE CURED IN ACCORDANCE WITH THE CURRENT OF DEKALB COUNTY.

NOTE: SIDEWALK TO BE CONSTRUCTED OF CLASS "A" - 3000 P.S.I. CONCRETE. WATER METERS ARE PROHIBITED WITHIN SIDEWALK. COORDINATE METER PLACEMENT WITH THE MATERIAL OF 95 LB / CU. FT. OR WATER AND SEWER DEPARTMENT. BETTER IS SLECT MATERIAL ALL EXPOSED UNPAVED AREAS ARE TO BE COVERED WITH A STAND OF GRASS.

DWN BY: JL CKD BY: SM SUBMITTED BY: DATE: 06/26/2019

SPECIFICATIONS PROJECT #:

A

3 C-502

DATE

PERMIT REVIEW COMMENTS

MONOLITHIC

STREET PAVEMENT

"A"

DESCRIPTION

1

SELECT MATERIAL 8' MIN.

18'' GUTTER

5'-0"

5'-0"

2'-0" "A"

B

R/W

FILE PATH: G:\PROJECT OPERATIONS\PROJECTS\1276 POND & CO\009 TOBIE GRANT RECREATION CENTER\ENGINEERING\DESIGN\SITE PLANS\100% DRAWINGS_3-19-2019\C-501-505-CONSTRUCTION DETAILS.DWG PLOTTED BY: HAMID GHABELZADEH

ROUND ATRIUM SURFACE DRAIN SEE DETAIL 6 ON SHEET C-504

MODIFIED DEKALB DETAIL 706 VALLEY GUTTER

4 C-502

TOBIE GRANT RECREATION CENTER 1180510

SHEET TITLE (STREET WITH CURB & GUTTER)

2

OWNER / DEVELOPER DEKALB COUNTY, GEORGIA 1300 COMMERCE DRIVE, SUITE 300 DECATUR, GA 30030 TEL: 678-283-2974 CONTACT: SANDRA WEAVER

ENGINEER CERM CONTACT: SAM MCINTOSH, P.E. 1990 LAKESIDE PARKWAY SUITE 300 TUCKER, GA 30084 TEL: 678-999-0173 EMAIL: smcintosh@cerm.com

CONSTRUCTION DETAILS SHEET NUMBER

C - 502 RELEASED FOR CONSTRUCTION


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Copyright © 2019 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

FILE PATH: G:\PROJECT OPERATIONS\PROJECTS\1276 POND & CO\009 TOBIE GRANT RECREATION CENTER\ENGINEERING\DESIGN\SITE PLANS\100% DRAWINGS_3-19-2019\C-501-505-CONSTRUCTION DETAILS.DWG PLOTTED BY: HAMID GHABELZADEH

D

C 2 C-503

1 C-503

3 C-503

4 C-503

TOBIE GRANT RECREATION CENTER SEAL

DRAWING ISSUE MARK

B

DESCRIPTION

DATE

1

PERMIT REVIEW COMMENTS

3/22/2019

2

PERMIT REVIEW COMMENTS

6/26/2019

APPR.

7 C-503

6 C-503

TRENCH DETAIL NOT TO SCALE

Ø

DESIGNED BY: ME DWN BY: JL CKD BY: SM SUBMITTED BY: DATE: 06/26/2019

2

OWNER / DEVELOPER DEKALB COUNTY, GEORGIA 1300 COMMERCE DRIVE, SUITE 300 DECATUR, GA 30030 TEL: 678-283-2974 CONTACT: SANDRA WEAVER

A

5 C-503

FOR REFERENCE ONLY. CONTRACTOR TO OBTAIN SHOP DRAWINGS FROM VENDOR AND SUBMIT TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.

ENGINEER CERM CONTACT: SAM MCINTOSH, P.E. 1990 LAKESIDE PARKWAY SUITE 300 TUCKER, GA 30084 TEL: 678-999-0173 EMAIL: smcintosh@cerm.com

PROJECT #:

TOBIE GRANT RECREATION CENTER 1180510

SHEET TITLE

CONSTRUCTION DETAILS SHEET NUMBER

C - 503 RELEASED FOR CONSTRUCTION


2

1243022 07/09/19

2


1

2

3

4

5

1243022 07/09/19

Copyright © 2019 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

FILE PATH: G:\PROJECT OPERATIONS\PROJECTS\1276 POND & CO\009 TOBIE GRANT RECREATION CENTER\ENGINEERING\DESIGN\SITE PLANS\100% DRAWINGS_3-19-2019\C-501-505-CONSTRUCTION DETAILS.DWG PLOTTED BY: HAMID GHABELZADEH

D

C

TOBIE GRANT RECREATION CENTER SEAL

DRAWING ISSUE MARK

B

DESCRIPTION

DATE

1

PERMIT REVIEW COMMENTS

3/22/2019

2

PERMIT REVIEW COMMENTS

6/26/2019

APPR.

DESIGNED BY: ME DWN BY: JL CKD BY: SM SUBMITTED BY:

A

NOTE: CONTECH DETAILS PROVIDED FOR REFERENCE ONLY. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.

DATE: 06/26/2019

2

OWNER / DEVELOPER DEKALB COUNTY, GEORGIA 1300 COMMERCE DRIVE, SUITE 300 DECATUR, GA 30030 TEL: 678-283-2974 CONTACT: SANDRA WEAVER ENGINEER CERM CONTACT: SAM MCINTOSH, P.E. 1990 LAKESIDE PARKWAY SUITE 300 TUCKER, GA 30084 TEL: 678-999-0173 EMAIL: smcintosh@cerm.com

PROJECT #:

TOBIE GRANT RECREATION CENTER 1180510

SHEET TITLE

CONSTRUCTION DETAILS SHEET NUMBER

C - 505 RELEASED FOR CONSTRUCTION


2

1

3

4

5

1

2" EXPANSION JOINT BETWEEN WALK AND RIGID PAVING OR ADJACENT RIGID STRUCTURE

4" THICK CONCRETE 4000 PSI @ 28 DAYS WITH FIBER MESH REINFORCEMENT

07/09/19

FINISHED GRADE - VARIES SEE PLAN

WIDTH VARIES (SEE SITE PLAN)

3500 Parkway Lane Suite 500 Peachtree Corners, GA 30092 Phone (678) 336-7740

1243022

Copyright © 2019 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

D

NOTE: · CROSS SLOPE 2% (MAX) 1

4"

RADIUS FINISH

1/2"

JOINT SEALANT 3/8" T0 1/16" TO TOP OF SEALANT

1"

1/8"

CONTRACTION JOINT

PREMOLDED JOINT FILLER EXTENDING TO BOTTOM SURFACE OF CONCRETE

EXPANSION JOINT

NOTE: CONTRACTION JOINT SHALL DIVIDE SIDEWALK INTO SQUARE PANELS OR SPACED AT 5' ON CENTER.

C1

NOTE: EXPANSION JOINTS @ 50' MAX. SPACING AND AT JUNCTIONS WITH OTHER STRUCTURES AND RIGID PAVING.

CONCRETE WALK/PLAZA DETAIL SCALE: 3" = 1'-0"

C

TOBIE GRANT RECREATION CENTER SEAL

TRASH RECEPTACLE, TYP. - REFER TO MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION INFORMATION

1 2'-8"

7'-8"

No.1229

CONCRETE BAND BIKE RACKS - REFER TO MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION INFORMATION.

1 6'-7"

5'-0"

32 '-8

"

1'-6"

CONCRETE PAD

MARK

LAWN

CONCRETE WITH SAW-CUT JOINTS

"

BENCH PAD PLAN

1'-5"

PLANTING BED

CONCRETE HEADER CURB

25'-3"

1

PERMIT REVIEW COMMENTS

DESIGNED BY:

AMG

DWN BY:

SPT

CKD BY:

RBJ

SUBMITTED BY:

24'-1 1 "

CONCRETE BAND

COMPACTED SUBGRADE TO 95% STANDARD PROCTOR (TYP.)

03/22/2019

CONCRETE BENCH PAD, TYP. SCALE: 1/2" = 1'0"

A3

TOBIE GRANT RECREATION CENTER 1180510

SHEET TITLE

7'-4"

NOTE: REFER TO SHEET C-110 FOR MORE INFORMATION REGARDING PLAZA AND SITE FURNITURE LAYOUT

A1

MRC

DATE: PROJECT #:

BENCH - SECTION

3/22/2019

CONCRETE WITH SAW-CUT JOINTS

1'-6"

FINISH GRADE

EXPANSION JOINT

APPR.

NOTE: BRICK VENEER ON WALL TO BE B.1 TO MATCH BUILDING OR APPROVED ALTERNATE. REFER TO SHEET A-201 FOR MORE INFORMATION.

1

MOUNT TO BENCH PAD PER MANUFACTURERS RECOMMENDATIONS

A

DATE

RETAINING WALL - REFER TO STRUCTURAL DETAIL 12/S-302 & PLAZA AREA GRADING PLAN ON SHEET C-121 FOR MORE INFORMATION.

59'-0"

BENCH: SEE NOTES & DETAIL B2/C-520.

DESCRIPTION

CONCRETE PLAZA

R1 5 '-0

CONCRETE SIDEWALK NOTES: 1. BENCH PADS SHALL BE LEVEL. 2. CONTRACTOR TO MARK BENCH AND PAD LOCATIONS IN FIELD FOR VERIFICATION AND APPROVAL BY OWNER OR OWNER REPRESENTATIVE PRIOR TO INSTALLATION. 3. CONTRACTOR REQUIRED TO INSTALL A BENCH PAD FOR EVERY BENCH ON SITE. 4. BENCH TO BE LANDSCAPE FORMS ABRIL BENCH OR APPROVED EQUAL SEE DETAIL B2/C-520 5. CONTRACTOR TO REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR MORE INFORMATION.

DRAWING ISSUE

BENCH, TYP.

57'-8"

1'-0"

2'-6"

BENCH: SEE NOTES & DETAIL B2/C-520.

6'-0"

B

1 2'-6"

2'-0"

FILE PATH: M:\DEKALB CO\1180510_TOBIE GRANT RECREATION CENTER\04.CAD_BIM\04.02.CAD\C-501.DWG PLOTTED BY: THOMPSON, SYDNEY

9'-9"

1'-6" TYP.

3/22/2019

1 6'-4"

12'-9"

HARDSCAPE STANDARD DETAILS

PAVING PATTERN ENLARGEMENT SCALE: 1/8" = 1'0"

SHEET NUMBER

C-506 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS - 100% SUBMITTAL


2

1

3

4

5

NOTES: 1. CONTRACTOR TO PROVIDE SHOP DRAWING FOR APPROVAL OF GATE FRAME, GATE HINGE. LATCH TO ACCOMMODATE LOCK AND CANE BOLTS.

EDGE OF CONCRETE SLAB

TREX 'HORIZONS' TOP RAIL, (TYP.)

15'-0"

POST FOUNDATION REFER TO A1/C-510 TYP

TREX 'HORIZONS' VERTICAL RAIL

1243022 07/09/19

7'-6"

7'-6"

3" 5"

3500 Parkway Lane Suite 500 Peachtree Corners, GA 30092 Phone (678) 336-7740

6'-10 1/2"

6'-9"

Copyright © 2019 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

7"

2'-6"

D

3 4"

8'-0"

TREX 1X6 'HORIZONS' RAILS

8'-0"

CONCRETE FILLED METAL BOLLARD, 3' TALL, (TYP.)

" GAP

TREX 1X6 'HORIZONS' RAILS

7'-6"

1 2

GAP

TREX 'HORIZONS' TOP RAIL

8"

CONCRETE SCORING

1'-0"

8'-0"

15'-0"

3'-0"

3" ROUND STEEL POST, (TYP.)

HSS 4X4X14" POST, (TYP.) REFER TO A1/C-510 FOR POST DETAILS CANE BOLTS #4 REBAR

DUMPSTER, (TYP.)

LEAVE MINIMUM 3" GAP BETWEEN SLAB AND BOTTOM OF TREX BOARDS

C

7'-6"

PVC RECEPTACLES HOUSED WITHIN CONCRETE SLAB

CONCRETE DUMPSTER PAD - REFER TO A4/C-510 FOR MORE INFORMATION

CONCRETE SLAB - REFER TO DETAIL A4/C-510 FOR MORE INFORMATION

C1

DUMPSTER ENCLOSURE SECTION SCALE: 1/2" = 1'0"

TREX VERTICAL 2X4

TOBIE GRANT RECREATION CENTER

1/2" GAP O.C.

NOTE: SIDING TO BE TREX OR APPROVED EQUAL. COLOR TO BE SELECTED BY ARCHITECT FROM FULL RANGE OF MFR STANDARD COLORS

3" ROUND STEEL POST, (TYP.) TREX 1X6 'HORIZONS' VERTICAL RAIL, (TYP.) SEAL

6'-9"

6'-6"

NOTE: PROVIDE 6” DEPTH HOLES IN PAVING TO FIT BOTH GATE CANE BOLTS. HOLES TO BE LOCATED SO THAT THE CANE BOLTS CAN BE PLACED SO THAT THE GATES MAY REMAIN FULLY OPEN WHILE THE DUMPSTER IS BEING SERVICED. COORDINATE ON LOCATION OF HOLES WITH PROJECT REPRESENTATIVE BEFORE INSTALLATION.

8' TALL PRIVACY GATES WITH TREX 'HORIZONS' PICKETS No.1229

1 HSS

4X4X41"

POST, (TYP.)

CORE DRILL FOR CONCRETE FOOTERS AFTER SLAB IS POURED

B3

DUMPSTER ENCLOSURE PLAN

3/22/2019

SCALE: 1/2" = 1'0"

TREX 1X6 'HORIZONS' RAILS CONCRETE PAD, (TYP.) REFER TO A4/C-510 AND GEOTECH REPORT FOR MORE DETAIL EXPANSION JOINT, TYP.

B

3/16" GALVANIZED STEEL CARRIAGE BOLT, 1 POST PER BOARD

DRAWING ISSUE MARK

DESCRIPTION

DATE

APPR.

4X4 STEEL POST BEHIND BOARDS, (TYP.)

3'-6"

3/16" CARRIAGE BOLT WITH NUT, PRE DRILL HOLE THROUGH 4X4 STEEL POST 3000 PSI CONCRETE

1

PERMIT REVIEW COMMENTS

3/22/2019

TREX 'HORIZONS' RAILS

6" THICK CONCRETE 4000 PSI @ 28 DAYS PAD TO BE REINFORCED W/ #5 REBAR @ 12" O.C. BOTH WAYS - PER GEOTECH REPORT

VARIES - REFER TO PLAN

4"

FILE PATH: M:\DEKALB CO\1180510_TOBIE GRANT RECREATION CENTER\04.CAD_BIM\04.02.CAD\C-501.DWG PLOTTED BY: THOMPSON, SYDNEY

SLOPE TO DRAIN

4X4 STEEL POST BEHIND BOARDS, (TYP.)

FINISHED GRADE VARIES SEE PLAN

DESIGNED BY:

AMG

DWN BY:

SPT

CKD BY:

RBJ

SUBMITTED BY:

COMPACTED SUBGRADE

EXTERIOR

DATE:

INTERIOR

A 4" COMPACTED GAB

MRC

03/22/2019

PROJECT #:

TOBIE GRANT RECREATION CENTER 1180510

SHEET TITLE

2'-0" NOTE: CONTRACTOR TO PROVIDE SHOP DRAWING SUBMITTAL OF GATE HINGE FOR APPROVAL. LATCH TO ACCOMMODATE LOCK, AND CANE BOLTS.

12" COMPACTED SUBGRADE (TO MINIMUM 98% DENSITY IN ACCORDANCE WITH ASTM D-1557)

DUMPSTER DETAILS

1

A1

DUMPSTER POST SECTION SCALE: 1-1/2" = 1'0"

A4

DUMPSTER PAD SCALE: 3/4" = 1'0"

A4

DUMPSTER SIDING INFORMATION SCALE: 1-1/2" = 1'0"

SHEET NUMBER

C-510 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS - 100% SUBMITTAL


2

1

3

4

5

3500 Parkway Lane Suite 500 Peachtree Corners, GA 30092 Phone (678) 336-7740

1243022 07/09/19

Copyright © 2019 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

D

C

TOBIE GRANT RECREATION CENTER SEAL

B2

ABRIL BENCH - LANDSCAPE FORMS - OR APPROVED EQUAL SCALE: NTS

B4

AUSTIN LITTER RECEPTACLE - LANDSCAPE FORMS - OR APPROVED EQUAL SCALE: NTS

No.1229

FILE PATH: M:\DEKALB CO\1180510_TOBIE GRANT RECREATION CENTER\04.CAD_BIM\04.02.CAD\C-501.DWG PLOTTED BY: THOMPSON, SYDNEY

3/22/2019

DRAWING ISSUE MARK

DESCRIPTION

DATE

APPR.

B

1

PERMIT REVIEW COMMENTS

DESIGNED BY:

3/22/2019

AMG

DWN BY:

SPT

CKD BY:

RBJ

SUBMITTED BY: DATE: PROJECT #:

A

MRC

03/22/2019 TOBIE GRANT RECREATION CENTER 1180510

SHEET TITLE

SITE FURNISHING AND AMENITIES SHEET NUMBER

A2

RIDE BIKE RACK - LANDSCAPE FORMS - OR APPROVED EQUAL SCALE: NTS

C-520 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS - 100% SUBMITTAL


1

2

3

4

5

3500 Parkway Lane Suite 500 Peachtree Corners, GA 30092 Phone (678) 336-7740

1243022 07/09/19

Copyright © 2019 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

D

C

TOBIE GRANT RECREATION CENTER SEAL

No.1229

FILE PATH: M:\DEKALB CO\1180510_TOBIE GRANT RECREATION CENTER\04.CAD_BIM\04.02.CAD\C-501.DWG PLOTTED BY: THOMPSON, SYDNEY

3/22/2019

DRAWING ISSUE MARK

DESCRIPTION

DATE

APPR.

B

1

PERMIT REVIEW COMMENTS

DESIGNED BY:

3/22/2019

AMG

DWN BY:

SPT

CKD BY:

RBJ

SUBMITTED BY:

MRC

DATE: PROJECT #:

A

03/22/2019 TOBIE GRANT RECREATION CENTER 1180510

SHEET TITLE

SITE FURNISHING AND AMENITIES A4

SOOFA SOLAR BENCH - ADD ALTERNATE SCALE: NTS

*NOTE: SOOFA BENCH TO BE ADD ALTERNATE FOR 2 ABRIL BENCHES IN UPPER CONCRETE PLAZA. CONTRACTOR TO CLARIFY WITH OWNER WHICH BENCH TO PURCHASE FOR FINAL INSTALLATION.*

SHEET NUMBER

C-521 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS - 100% SUBMITTAL


1

2

2. Level II certificate for Samuel McIntosh is provided on sheet CE000. Cert. # 0000024059, Exp. 11/21/2021

The practices that will be used to reduce the pollutants in storm water discharges includes:

3. Limit of disturbance is 2.6 ac. 4. The 24-hour local contact responsible for erosion, sedimentation and pollution controls is David Asbell. Tel: 678-283-2938

1) Silt fence installed along the perimeter of the site and in strategic interior areas to prevent migration of sediments from the active construction zone into non-construction zones that will continue to be use by the facility.

5. Primary permittee is Sandra Weaver Address: 1300 Commerce Dr. Suite 300, Decatur GA 30084 e-mail: szweaver@dekalbcountyga.gov Tel: 678-283-2974

2) Rock check dams will be installed along the proposed swales to prevent movement of soil through the swales. They will remain in place until permanent vegetation is established.

6. Total area = 5.7ac / Disturbed area = 2.6ac

3) Sediment traps will be installed around exposed storm inlets to prevent sediment from washing into the underground storm system.

7. GPS location of the site construction exit = 33.793745N, -84.256243W

2) Site clearing and grading

2019

3) New underground utilities including water lines, storm pipes, sewer lines and detention system 4)New parking lot

DESCRIPTION

5) New building 6) Install erosion control BMPs 7) Landscaping 10. Vicinity map provided on sheet C-710. 11. The receiving water is a tributary of Indian Creek that runs through the site close to the western property line. There is no wetlands or other sensitive features on or near the site that will be impacted by runoff from the site. STATEMENT I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF OR MY AUTHORIZED AGENT, UNDER MY SUPERVISION. 06/26/2019 DATE

13.

FILE PATH: G:\PROJECT OPERATIONS\PROJECTS\1276 POND & CO\009 TOBIE GRANT RECREATION CENTER\ENGINEERING\DESIGN\SITE PLANS\100% DRAWINGS_3-19-2019\C-701-702-NPDES PPP.DWG PLOTTED BY: HAMID GHABELZADEH

STATEMENT

I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN PROVIDES FOR AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" (MANUAL) PUBLISHED BY THE GEORGIA SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH THE LAND-DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE SAMPLING OF THE RECEIVING WATER(S) OR THE SAMPLING OF THE STORM WATER OUTFALLS AND THAT THE DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES AND SAMPLING METHODS IS EXPECTED TO MEET THE REQUIREMENTS CONTAINED IN THE GENERAL NPDES PERMIT NO. GAR 100001. 06/26/2019 SIGNATURE

DATE

14. The design professional who prepared the ES&PC Plan is to inspect the installation of the initial sediment storage requirements and perimeter control BMPs within 7 days after installation.

2020

INSTALLATION OF SEDIMENT CONTROL MEASURES & TREE PROTECTION CLEARING AND GRADING RETAINING WALLS STORM PIPES AND UNDERGROUND DETENTION DRIVEWAY, PARKING LOT AND SIDEWALK IMPROVEMENTS BUILDING CONSTRUCTION LANDSCAPING

30. Record keeping: 1) Each primary permittee shall retain a copy of the erosion, sedimentation and pollution control plan required by this permit at the construction site or the plan shall be readily available at a designated alternate location from the date of project initiation to the date of final stabilization. primary permittees are encouraged to post copies of their NOI, erosion, sedimentation & pollution control plan, sampling results, inspection reports, etc. on or in a permit board at the construction exit to facilitate inspections by local issuing authorities and EPD. 2) Copies of all notices of intent, notices of termination, reports, plans, monitoring reports, monitoring information, including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation, erosion, sedimentation and pollution control plans, records of all data used to complete the notice of intent to be covered by this permit and all other records required by this permit shall be retained by the permittee who either produced or used it for a period of at least three years from the date that the site is finally stabilized. these records must be maintained at the permittee's primary place of business once the construction activity has ceased at the permitted site. this period may be extended by request of the EPD at any time upon written notification to the permittee. 31. Sampling frequency and reporting of sampling results: Sampling frequency: Stormwater samples shall be taken for the following areas: 1) For each area of the site that discharges to a receiving stream, the first rain event that reaches or exceeds 0.5 inch and allows for monitoring during normal business hours* (Monday to Friday, 8:00 am to 5:00 pm and Saturday 8:00 am to 5:00 pm when construction activity is being conducted by the primary permittee ) that occurs after all clearing and grubbing operations have been completed in the drainage area of the location selected as the sampling location; 2)In addition to (1) above, for each area of the site that discharges to a receiving stream, the first rain event that reaches or exceeds 0.5 inch and allows for monitoring during normal business hours* that occurs either 90 days after the first sampling event or after all mass grading operation have been completed in the drainage area of the location selected as the sampling location, whichever comes first; 3) At the time of sampling performed pursuant to (1) and (2) above, if BMPs are found to be properly designed, installed and maintained, no further action is required. if BMPs in any area of the site that discharges to a receiving stream are not properly designed, installed and maintained, corrective action shall be defined and implemented within 2 business days, and turbidity samples shall be taken from discharges from that area of the site for each subsequent rain event that reaches or exceeds 0.5 inch during normal business hours* until the selected turbidity standard is attained, or until post storm event inspections determine that BMPs are properly designed, installed and maintained.

The primary permittee must sample in accordance with the plan at least once for each rainfall event described below. for a qualified event, samples must be taken within forty-five (45) minutes of: 1) The accumulation of the minimum amount of rainfall for the qualifying event, if the storm water discharge to a monitored receiving water or from a monitored outfall has begun at or prior to the accumulation, or 2) The beginning of any storm water discharge to a monitored receiving water or from a monitored outfall, if the discharge begins after the accumulation of the minimum amount of rainfall for the qualifying event. 15. 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 coastal marshland buffer as measured from the Jurisdictional Determination Line without first acquiring the necessary variances and permits. 16. There is no buffer encroachment from the proposed activities and no buffer variance is required. 17. Amendments/revisions to the ES&PC Plan which have a significant effect on BMPs with a hydraulic component must be certified by the design professional. 18. Waste materials shall not be discharged to waters of the State, except as authorized by a Section 404 permit. 19. 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. 20. 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 sediment control measures shall be implemented to control or treat the sediment source.

However, where manual and automatic sampling are impossible (as defined in this permit), or are beyond the permittee's control, the permittee shall take samples as soon as possible, but in no case more than twelve (12) hours after the beginning of the storm water discharge.

Sampling points: For construction activities the primary permittee must sample all receiving water(s), or all outfall(s), or combination of receiving water(s) and outfall(s). samples taken for the purpose of compliance with this permit shall be representative of the monitored activity and representative of the water quality of the receiving water(s) and /or the storm water outfalls using the following minimum guidelines: 1) The upstream for each receiving water(s) must be taken immediately upstream of the confluence of the first storm water discharge from the permitted activity (i.e., the discharge farthest upstream at the site) but downstream of other storm water discharges from across the receiving water(s) may need to be taken and the arithmetic average of the turbidity of these samples used for the upstream turbidity value.

TOBIE GRANT RECREATION CENTER

SURFACE WATER DRAINAGE AREA, SQUARE MILES 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99

500+

1.00-10

75

150

200

400

750

750

750

750

10.001-25

50

100

100

200

300

500

750

750

25.01-50

50

50

100

100

200

300

750

750

50.01-100

50

50

50

100

100

150

300

600

100.01+

50

50

50

50

50

100

200

100

36. Initial sediment storage will be provided mainly by a temporary sediment trap, perimeter silt fence and hay bale will provide additional sediment protection for any sediment that by passes the sediment trap. Intermediate sediment storage will also be provided by the temporary sediment trap for as long as practical during mass grading. silt fence and hay bale will provide some protection. Final erosion control BMPs will include pipe outlet protection, permanent grassing, sod, check dams to be maintained until permanent grading is fully established. 37. Graphic scale and north arrows are shown on ES&PC plans. 38. Existing and proposed contour lines are at 1ft intervals in accordance with the following table:

Reporting of sampling results: 1) The applicable pemittees are required to submit a summary of the monitoring results to EPD at the address shown in part II.c. by the fifteenth day of the month following the reporting period. reporting periods are months during which samples are taken in accordance with this permit. sampling 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 analysis of any stormwater discharge(s) or the receiving water(s) beyond the minimum frequency stated in this permit must be reported in a similar manner to the EPD. the sampling reports must be signed in accordance with part V.g. sampling reports must be submitted to EPD until such time as a not is submitted in accordance with part vi. 2) Each permittee must retain copies of all monitoring results reported by that permittee in accordance with this part. in addition to other record keeping requirements, the monitoring information shall include:

Map Scale 1 inch = 100ft or larger scale

Ground Slope Flat 0 - 2% Rolling 2 - 8% Steep 8% +

Contour Intervals, ft 0.5 or 1 1 or 2 2, 5 or 10

G.The results of such analyses, including the bench sheets, instrument readouts, computer disks or tapers, etc. used to determine these results

2) Copies of all notices of intent, notices of termination, reports, plans, monitoring reports, monitoring information, including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation, erosion, sedimentation and pollution control plans, records of all data used to complete the notice of intent to be covered by this permit and all other records required by this permit shall be retained by the permittee who either produced or used it for a period of at least three years from the date that the site is finally stabilized. these records must be maintained at the permittee's primary place of business once the construction activity has ceased at the permitted site. this period may be extended by request of the EPD at any time upon written notification to the permittee. 33. Collection and analysis This permit requires the monitoring of nephelometric turbidity in receiving water(s) or outfalls in accordance with this permit. this subsection is not applicable to secondary permittees. The following procedures constitute EPD's guidelines for sampling turbidity: A.Sampling requirements 1) topographic map - see drawing sheet no. c4.1 for the location of receiving water and outfall discharge and sampling points. 2) Sampling method - samples are to be collected at the designated location downstream of the detention pond either manually or using an automatic sampling system. care shall be taken not to create additional turbidity in the stream during collection of samples. 3) rationale for ntu limits - see ntu table on this sheet. B. Sample type. all sampling shall be collected by "grab samples" and the analysis of these samples must

DATE

PERMIT REVIEW COMMENTS

3/22/2019

2

PERMIT REVIEW COMMENTS

6/26/2019

APPR.

42. No delineation of wetlands required because there is no wetland on site.

25. Remediation of all petroleum spills and leaks:

1) Each primary permittee shall retain a copy of the erosion, sedimentation and pollution control plan required by this permit at the construction site or the plan shall be readily available at a designated alternate location from the date of project initiation to the date of final stabilization. primary permittees are encouraged to post copies of their NOI, erosion, sedimentation & pollution control plan, sampling results, inspection reports, etc. on or in a permit board at the construction exit to facilitate inspections by local issuing authorities and EPD.

DESCRIPTION

1

41. There is state waters on the site and the applicable buffer delineations are shown on the plans. All land-disturbing activities will be outside of the designated buffers.

Pre-Construction

Post-Construction

Runoff Curve Number

58

72

2Yr Peak Flow (cfs)

2.06

1.48

25Yr Peak Flow (cfs)

9.05

7.83

100Yr Peak Flow (cfs)

14.82

14.46

F. References and written procedures, when available, for the analytical techniques or methods used

32. Retention of records:

MARK

40. No alternate BMPs are used on this site.

E. The name(s) of individual(s) who performed the analyses

H.Results which exceed 1000ntu shall be reported as “exceeds 1000ntu”

DRAWING ISSUE

39. No alternate BMPs are used on this site.

24. ES&PC Plan indicates an area is designated 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.

27. Plastic sheeting or temporary roofs shall be provided to cover building materials, building products, construction wastes, trash, landscape materials, fertilizers, pesticides, herbicides, detergents, sanitary waste, and other materials in order to minimize exposure to precipitation and to stormwater.

SEAL

35. Sampling point is within the creek adjacent to the southern property line.

45. Estimate of runoff coefficient and peak discharge flow:

26. After construction is completed, several ES&PC BMPs installed during construction will continue to control pollutants in the storm water runoff from the site. Storm water runoff will flow mainly as sheet flow across the site and will pass through grassed swales and open areas, which will help to slow down the velocity and trap sediments. The water quality bioretention area will also continue to intercept and treat the initial runoff from the site.

- Mulch: Mulch storage must comply with the following section of the standard fire prevention code. Section 502.3.1 - No person shall store in any building or upon any premises in excess of 2,500 cu.ft. gross volume of combustible empty packing cases, boxes, barrels or similar containers, or rubber tires, or rubber or other similarly combustible materials without a permit.

- SIZE OF SITE: 1.00 - 10.00 ACRES - SURFACE WATER DRAINAGE AREA: 5.00 - 9.99 SQUARE MILES - TYPE OF RECEIVING WATER: WARM WATER STREAM - NTU VALUE: 150 APPENDIX B Nephelometric Turbidity Unit (NTU) Table

D. The time(s) analyses were initiated

The contractor shall notify the licensed professional who prepared this plan if more than 1320 gallons of petroleum is stored onsite (this includes capacities of equipment) or if any one piece of equipment has a capacity greater than 660 gallons. The Contractor will need a Spill Prevention Containment and Countermeasures Plan prepared by that licensed professional.

- Waste disposal: Keep Porta-Johns away from storm drain inlets and receiving bodies of water or rinsing of Porta-Johns into storm inlets or receiving bodies of water. Runoff from Porta-Johns into water systems is a violation of Federal, State, and Local ordinances.

34. Appendix B rationale for NTU values at all sampling points:

23. A TMDL implementation plan is note required for this site.

* For spills less than 25 gallons and no surface water impacts, the spill will be cleaned up and local agencies will be contacted as required.

- Building materials: No building or construction materials will be buried or disposed of onsite. All such material will be disposed of in proper waste disposal procedures.

8) All sampling pursuant to this permit must be done in such a way (including generally accepted sampling methods, locations, and frequency) as to accurately reflect whether storm water runoff from the facility/site is in compliance with the standard set forth in parts 111.c.3. or 111. c.4., whichever is applicable.

C.The date(s) analyses were performed

* For spills greater than 25 gallons and no surface water impacts, the Georgia EPD will be contacted within 24 hours.

Copyright © 2019 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

- Fertilizer/Herbicides: These products will be applied at rates that do not exceed the manufacturer's specifications or above the guidelines set forth in the crop establishment or in the GSWCC Manual for Erosion and Sediment Control in Georgia. Any storage of these materials will be under roof in sealed containers.

7) Permittees do not have to sample sheet flow onto undisturbed natural areas stabilized by the projects. for purposes of this section, stabilized shall mean, for unpaved areas and areas not covered by permanent structure edition, 100 uniformly covered in permanent vegetation with a density of 70 the use of rip rap, gabions, permanent mulches or geotextiles) have been used. permanent vegetation shall consist of planted trees, shrubs, perennial vines; a crop of perennial vegetation appropriate for the time of year and region; or a crop of annual vegetation and a seeding of target crop perennials appropriate for the region. final stabilization applies to each phase of construction.

22. This site will not discharges storm water into an imperial stream.

* For spills of an unknown amount, the National Response Center (NRC) will be contacted within 24 hours at 1-800-426-2675.

07/09/19

6) The samples should be kept free from floating debris.

44. Hydrology Study and maps of drainage basins for both pre- and post-developed conditions included in the hydrology report.

* For spills that impact surface water (leave a sheen on surface water), the National Response Center (NRC) will be contacted within 24 hours at 1-800-426-2675.

- Paints/Finishes/Solvents: All products will be stored in tightly sealed original containers when not in use. Excess product will not be discharged to the storm water collection system. Excess product, materials used with these products and product containers will be disposed of according to manufacturer's specifications and recommendations.

1243022

5) The sampling container should be held so that the opening faces upstream.

B. The name(s) of individual(s) who performed the sampling and measurements

* All spills will be cleaned up immediately upon discovery. All spills will be reported as required by local, state and federal regulations.

- Petroleum based product: Containers for products such as fuels, lubricants and tars will be inspected daily for leaks and spills. This includes on-site vehicle and machinery daily inspections and regular preventative maintenance of such equipment. Equipment maintenance areas will be located away from state water, natural drains and storm water drainage inlets. In addition, temporary fueling tanks shall have a secondary containment liner to prevent/minimize site contamination. Discharge of oils, fuels and lubricants is prohibited. Proper disposal methods will include collection in a suitable container and disposal as required by local and State regulations.

4) Care should be taken to avoid stirring the bottom sediments in the receiving water(s) or in the outfall storm water channel.

43. The contributing drainage area on the site is 5.7ac as shown in the hydrology report

* Spill prevention practices and procedures will be reviewed after a spill and adjusted as necessary to prevent future spills.

PRODUCT SPECIFIC PRACTICES

3)Ideally the samples should be taken from the horizontal and vertical center of the receiving water(s) or the storm water outfall channel(s).

A. The date, exact place, and time of sampling or measurements

* Material and equipment necessary for spill cleanup will be kept in the material storage areas. Typical materials and equipment include, but is not limited to, brooms, dustpans, maps, rags, gloves, goggles, cat litter, sand, sawdust and properly labeled plastic and metal waste containers.

5

2) The downstream sample for each receiving water(s) must be taken downstream of the confluence of the last storm water discharge from the permitted activity (i.e., the discharge not associated with the permitted activity, where appropriate, several downstream samples from across the receiving water(s) may need to be taken and the arithmetic average of the turbidity of these samples used for the downstream turbidity value.

21. Any disturbed area left exposed for a period greater than 14 days shall be stabilized with mulch or temporary seeding.

* Local, state and manufacturer's recommended methods for spill cleanup will be clearly posted and procedures will be made available to site personnel.

A

2021

A S O N D J F M AM J J A S O N D J F M A

Note that the permittee may choose to meet the requirements of (1) and (2) above by collecting turbidity samples from any rain event that reaches or exceeds 0.5 inch and allows for monitoring at any time of day or week.

B

4)Manual, automatic or rising stage sampling may be utilized. samples required by this permit should be analyzed immediately, but no case later than 48 hours after collection. however, samples from automatic samplers must be collected no later than the next business day after their accumulation, unless flow through automatic analysis is utilized. dilution of samples is not required. samples may be analyzed directly with a properly calibrated turbidimeter. samples are not required to be cooled. 5) Sampling and analysis of the receiving water(s) or outfalls beyond the minimum frequency stated in this permit must be reported to EPD as specified in part 1v.e.

12.

C

3) Large mouth, well cleaned and rinsed glass or plastic jars should be used for collecting samples. the jars should be cleaned thoroughly to avoid contamination.

APPROXIMATE ACTIVITY SCHEDULE ANTICIPATED START DATE: AUGUST 21, 2019 ANTICIPATED COMPLETION DATE: AUGUST 14, 2021

1) Demolish existing sidewalk, perimeter fencing, concrete pads, plumbing fixtures

SIGNATURE

2) Samples should be well mixed before transferring to a secondary container.

29. Construction timeline:

9. Description of the nature of construction activity:

D

1) Sample containers should be labeled prior to collecting the samples.

4) All disturbed areas will be covered with permanent grassing.

8. Initial date of the plan is November 5, 2018

4

be conducted in accordance with methodology and test procedures established by 40 cfr part 136 (unless other test procedures have been approved); the guidance document titled "NPDES storm water sampling guidance document, EPA 833-b-92-001" and guidance documents that may be prepared by the EPD

28. Potential sources of pollution include site grading, from construction equipments and concrete material.

SITE SIZE, ACRES

1. The applicable erosion, sedimentation and pollution control plan checklist is provided on this plan.

3

46. All storm drain pipes and hydraulic information are shown on erosion control plans.

DESIGNED BY: ME

47. Soil series on site are Cecil - Urban Land (CuC) and Pacolet - Urban Land (PuE) and are delineated on the ES&PC Plan.

DWN BY: JL

48. The limits of disturbance is 2.6ac and are shown on the ES&PC Plan.

CKD BY: SM

49. The combination of sediment traps and silt fences will provide minimum 67 cubic yards of sediment storage per acre drained.

SUBMITTED BY:

50. Location of Best Management Practices are shown on the ES&PC Plan 51. Detailed drawings for all structural practices are provided on the Structural Detail Plan. 52. Vegetative plans are provided on the Structural Detail Plan.

DATE: 06/26/2019

2

OWNER / DEVELOPER DEKALB COUNTY, GEORGIA 1300 COMMERCE DRIVE, SUITE 300 DECATUR, GA 30030 TEL: 678-283-2974 CONTACT: SANDRA WEAVER ENGINEER CERM CONTACT: SAM MCINTOSH, P.E. 1990 LAKESIDE PARKWAY SUITE 300 TUCKER, GA 30084 TEL: 678-999-0173 EMAIL: smcintosh@cerm.com

PROJECT #:

TOBIE GRANT RECREATION CENTER 1180510

SHEET TITLE

NPDES POLLUTION PREVENTION PLAN SHEET NUMBER

C - 701 RELEASED FOR CONSTRUCTION


1

2

3

4

5

1243022 07/09/19

Copyright © 2019 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

FILE PATH: G:\PROJECT OPERATIONS\PROJECTS\1276 POND & CO\009 TOBIE GRANT RECREATION CENTER\ENGINEERING\DESIGN\SITE PLANS\100% DRAWINGS_3-19-2019\C-701-702-NPDES PPP.DWG PLOTTED BY: HAMID GHABELZADEH

D

C

TOBIE GRANT RECREATION CENTER SEAL

DRAWING ISSUE MARK

B

DESCRIPTION

DATE

1

PERMIT REVIEW COMMENTS

3/22/2019

2

PERMIT REVIEW COMMENTS

6/26/2019

APPR.

DESIGNED BY: ME DWN BY: JL CKD BY: SM SUBMITTED BY: DATE: 06/26/2019

2

A

OWNER / DEVELOPER DEKALB COUNTY, GEORGIA 1300 COMMERCE DRIVE, SUITE 300 DECATUR, GA 30030 TEL: 678-283-2974 CONTACT: SANDRA WEAVER ENGINEER CERM CONTACT: SAM MCINTOSH, P.E. 1990 LAKESIDE PARKWAY SUITE 300 TUCKER, GA 30084 TEL: 678-999-0173 EMAIL: smcintosh@cerm.com

PROJECT #:

TOBIE GRANT RECREATION CENTER 1180510

SHEET TITLE

NPDES CHECK LIST SHEET NUMBER

C - 702 RELEASED FOR CONSTRUCTION


1

3

2

4 GEORGIA UNIFORM CODING SYSTEM FOR SOIL EROSION AND SEDIMENT CONTROL PRACTICES GEORGIA SOIL AND WATER CONSERVATION COMMISSION

NC CO GRANITE

F/L STREAM CENTER

5

CONSTRUCTION EXIT

A crushed stone pad located at the construction site exit to provide a place for removing mud from tires thereby protecting public streets.

CHECKDAM

A small temporary barrier or dam constructed across a swale, drainage ditch or area of concentrated flow.

Co

Co

1243022

N00°18'11"E 833.55'

Copyright © 2019 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

Di

TER F /L

2

SOIL TYPE BOUNDARY LINE

Ds1

TREE SAVER FENCE

Sd1

SEDIMENT BARRIER

A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a silt fence.

Sd2

INLET SEDIMENT TRAP

An impounding area created by excavating around a storm drain drop inlet. The excavated area will be filled and stabilized on completion of construction activities.

Sd4

LIMIT OF DISTURBANCE (2.59 AC)

St 18"PI

Ds1 Ds2

Ds1

DISTURBED AREA STABILIZATION (WITH MULCHING ONLY)

Ds2

DISTURBED AREA STABILIZATION (WITH TEMP SEEDING)

Ds3

DISTURBED AREA STABILIZATION (WITH PERM SEEDING)

Ds3

Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, or legumes on disturbed areas.

Ds4

DISTURBED AREA STABILIZATION (SODDING)

Ds4

A permanent vegetative cover using sods on highly erodable or critically eroded lands.

Du

DUST CONTROL ON DISTURBED AREAS

Du

Sd1-S 18"PI

DOUBLE ROW SILT FENCE

Du

16"PI

16"PI

24"PI

Sd1-S

24"PI

Ds1 Ds2

20"PI

Ds1 Ds2 Du

2

24"PI

CuC

15"PI

30"PI 18"PI

Du

DIVERSION

15"PI

8"PI 8"PI

15"PI

Di

12"PI 14"PI

Ds1 Ds2

10"PI

22"PI

12"PI 18"PI

10"PI 6"PI

6'CL F

8"PI

6"PI

14"PI 8"PI

16"PI

Du 14"PI 8"PI

s2 Ds1 D16"PI 8"PI 10"PI

Sd4

Di

CONST. EXIT

Co

Ds1 Ds2

N89°27'55"W 7.26' CONC

NC

C

GATE

G

E AT

NC CO

2021

A S O N D J F M AM J J A S O N D J F M A

STATEMENT

06-26-2019 DATE

STATEMENT I CERTIFY THAT THE PERMITEES EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN PROVIDES FOR AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA", (MANUAL) PUBLISHED BY THE STATE SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH THE LAND-DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE SAMPLING OF THE RECEIVING WATER(S) OF THE SAMPLING OF THE STORM WATER OUTFALLS AND THE DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES MEETS THE DESIGN REQUIREMENTS CONTAINED IN THE GENERAL NPDES PERMIT NO. GAR 100001.

06-26-2019 DATE

E

PO

E NC

DE

O LE

N

E AV

CH UR H C

ST

RD

G

TOTAL AREA OF SITE : 5.7 AC DISTURBED AREA ON SITE : 2.6 AC SOIL CLASS: B CuC: CENIL-URBAN LAND PuE: PACOLET-URBAN LAND

ST

FO IF

N TO AT R ST

LN

GIBBONS LN

SITE MIL LS C ND EC AT UR

TOBIE GRANT LN GEORGE HOWELL WAY

I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF OR MY AUTHORIZED AGENT, UNDER MY DIRECT SUPERVISION.

SIGNATURE

6/26/2019

DESIGNED BY: ME DWN BY: JL CKD BY: SM SUBMITTED BY: DATE: 06/26/2019

RD LE DA EN GL

DESCRIPTION INSTALLATION OF SEDIMENT CONTROL MEASURES & TREE PROTECTION CLEARING AND GRADING RETAINING WALLS STORM PIPES AND UNDERGROUND DETENTION DRIVEWAY, PARKING LOT AND SIDEWALK IMPROVEMENTS BUILDING CONSTRUCTION LANDSCAPING

2020

2

RUFUS HENDERSON DR

2019

THE PRIMARY PERMITTEE MUST SAMPLE ALL RECEIVING WATER(S), OR ALL OUTFALL(S), OR A COMBINATION OF RECEIVING WATERS AND OUTFALL(S). RECEIVING WATERS MUST HAVE AN UPSTREAM AND A DOWNSTREAM SAMPLE LOCATION. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.

T

ANTICIPATED COMPLETION DATE: AUGUST 14, 2021

CONTRACTOR TO PROVIDE WHEEL WASH AREA CLOSE TO THE CONSTRUCTION EXIT TO REMOVE EXCESS DIRT FROM CONSTRUCTION VEHICLES BEFORE ENTERING THE PUBLIC ROADWAY.

60

( IN FEET ) 1 inch =30 ft.

DISTURBED AREA = 2.6 (AC) SEDIMENT STORAGE REQUIRED = 67 (CY/AC) X 2.6 (AC) = 174.2 (CY) @ ELEVATION 1020.60 (DEPTH = 2.10') CLEANOUT VOLUME = 22 (CY/AC) X 2.6 (AC) = 57.2 (CY) @ ELEVATION 1019.26 (DEPTH = 0.76') CUMULATIVE VOLUME (CY) 0 75.3 164.5 268.7

30

0

ON S MILT

ANTICIPATED START DATE: AUGUST 21 , 2019

PERMIT REVIEW COMMENTS

THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES SHALL OCCUR PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES.

GRAPHIC SCALE

TEMPORARY SEDIMENT TRAP CALCULATIONS

APPROXIMATE ACTIVITY SCHEDULE

2

APPR.

PERMANENT EROSION CONTROL MUST BE ACHIEVED PRIOR TO REMOVAL OF TEMPORARY EROSION CONTROL DEVICES. EROSION CONTROL DEVICES SHOWN HEREON ARE TO BE CONSIDERED A MINIMUM. ADDITIONAL MEASURES ARE TO BE INSTALLED IF DEEMED NECESSARY BY AN ON-SITE INSPECTION.

Ds1 Ds2 30

CUMULATIVE VOLUME (CF) 0 2032.5 4442 7254.5

3/22/2019

STONE FOR CONSTRUCTION EXIT TO BE A.S.T.M.D 448 SIZE#1 (1-12" TO 3-12" IN DIAMETER). THE EXIT MUST BE MAINTAINED IN CONDITION TO PREVENT TRACKING OR FLOW OF MUD FROM GRADING OPERATIONS. CONTRACTOR TO APPLY PERIODIC DRESSING TO CONSTRUCTION EXIT WITH #1 STONE AS REQUIRED.

CO

SAMPLING POINT

VOLUME (CF) 0 2032.5 2409.5 2812.5

DATE

PERMIT REVIEW COMMENTS

SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY. ANY DAMAGES OBSERVED WILL BE REPAIRED BY END OF THE DAY.

#4REBAR*DISTURBED

AREA (SF) 1849 2214 2605 3020

DESCRIPTION

1

CONSTRUCTION ACTIVITIES WILL BE PERFORMED IN COMPLIANCE WITH ALL APPLICABLE LAWS, RULES, AND REGULATIONS. TEMPORARY EROSION CONTROL DEVICES MUST BE IN PLACE AND OPERATIONAL PRIOR TO CLEARING AND GRADING OPERATIONS. REPLACE CLOGGED SECTIONS OF SILT FENCES AS NECESSARY TO MAINTAIN WATER PASSAGE.

CONC

SILT FENCE

ELEVATION 1018.5 1019.5 1020.5 1021.5

MARK

STABILIZE ALL SLOPES AND BARE AREAS AS SOON AS POSSIBLE AFTER GRADING OPERATIONS ARE COMPLETE.

8' BLOCK WALL

A

DRAWING ISSUE

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE PUBLICATION ENTITLED "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA")

WATERFNTN

Sd1-S

NOTE "A": THE TEMPORARY SEDIMENT TRAP (Sd4) TO BE INSTALLED WITH INITIAL BMPS AND TO BE MAINTAINED AS LONG AS PRACTICAL DURING MASS GRADING.

THE PROFESSIONAL WHO SEALS THIS PLAN CERTIFIES UNDER PENALTY OF LAW THAT THE THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY THE PROFESSIONAL'S AUTHORIZED AGENT, UNDER THE PROFESSIONAL'S SUPERVISION UPON NOTIFICATION AND AUTHORIZATION OF THE OWNER, THE DESIGN PROFESSIONAL WHO PREPARED THE ES&PC PLAN IS RESPONSIBLE FOR INSPECTING THE INSTALLATION OF THE BMP'S WITHIN 7 DAYS AFTER INITIAL CONSTRUCTION ACTIVITIES BEGINS. GaSWCC LEVEL II DESIGN PROFESSIONAL CERTIFICATION NUMBER IS 24059 AND SIGNATURE IS ATTACHED. THE SOIL EROSION AND SEDIMENT CONTROL ORDINANCE REQUIRES THAT A 25 FOOT BUFFER ADJACENT TO ALL STATE WATERS BE MAINTAINED (ARTICLE 4 SECTION 4.3 PARAGRAPH 15). AN EXCEPTIONIS GRANTED TO HOMEOWNERS WHO PERFORM MINOR LAND DISURBING ACTIVITIES SUCH AS HOME LANDSCAPING, HOME GARDENS, AND MAINTENANCE WORK (ARTICLE 3, SECTION3.1, PARAGRAPH 3).

RE EK C

CORMEN AVE

WARREN AVE

DOUBLE ROW SILT FENCE

18"PI

S11°28'00"E 24.91'

LANDSCAPE STRIP

Sd1-S

14"PI 10"PI

CONC

Du

8"PI

15"PI

GATE

Du

CONCENTRATED FLOW AREAS AND ALL SLOPES STEEPER THAN 2.5:1 WITH A HEIGHT OF 10 FEET OR GREATER SHAL BE STABILIZED WITH THE APPROPRIATE EROSION CONTROL MATTING OR BLANKET.

OWNER / DEVELOPER DEKALB COUNTY, GEORGIA 1300 COMMERCE DRIVE, SUITE 300 DECATUR, GA 30030 TEL: 678-283-2974 CONTACT: SANDRA WEAVER

12"PI

18"PI

A 50-FOOT UNDISTURBED BUFFER AND A 75-FOOT IMPERVIOUS SETBACK IS TO BE MAINTAINED ADJACENT TO ALL STREAMS WHERE APPLICABLE, DETENTION POND, DETENTION OUTLET STRUCTURES, AND TEMPORARY SEDIMENT POND FEATURES ARE TO BE CONSTRUCTED AND FULLY OPERATIONAL PRIOR TO ANY OTHER CONSTRUCTION OR GRADING. DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY VEGETATION OR MULCH IF LAND DISTURBING ACTIVITIESCEASE FOR MORE THAN 14 CALENDAR DAYS ALL FILL SLOPES SHALL HAVE SILT FENCE PLACED AT THE SLOPE'S TOE.

GIBBONS DR

B

SEDIMENT STORAGE MAINTENANCE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE STRUCTURES INDICATING THE 13 FULL VOLUME. MAINTENANCE OF ALL SOIL EROSION AND SEDEMENTATION CONTROL MEASURES AND PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE PROPERTY OWNER.

(GA WEST ZONE) GRID NORTH

TREE SAVER FENCE

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 SEDIMENTATION CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

2

14"PI

10"PI

SEAL

THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING ACTIVITIES.

ENGINEER CERM CONTACT: SAM MCINTOSH, P.E. 1990 LAKESIDE PARKWAY SUITE 300 TUCKER, GA 30084 TEL: 678-999-0173 EMAIL: smcintosh@cerm.com

15"PI

18"PI

Sd1-S

EROSION CONTROL NOTES:

10"PI 22"PI

TOBIE GRANT RECREATION CENTER

Controlling surface and air movement of dust on construction site, roadways and similar sites.

24-HOUR CONTACT DAVID ASBELL TEL: 678-283-2938

18"PI

EXISTING CHAIN LINK FENCE

Ds2

PRIMARY PERMITTEE: DEKALB COUNTY

8"PI

8"PI

Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.

PARKDALE DR

Ds1 Ds2

24"PI

Ds1

AV E

C/L OF CREEK

PARKDALE DRIVE (60' PUBLIC R/W) (ASPHALT)

DOUBLE ROW SILT FENCE

EXISTING TREE LINE

S00°20'49"W 51.96'

C

Establishing temporary protection for disturbed areas where seedlings may not have a suitable growing season to produce an erosion retarding cover.

MILLS CREEK CIR

PuE

St

WO OD LA ND

10'C LF

2

N CO

FILE PATH: G:\PROJECT OPERATIONS\PROJECTS\1276 POND & CO\009 TOBIE GRANT RECREATION CENTER\ENGINEERING\DESIGN\SITE PLANS\100% DRAWINGS_3-19-2019\C-710-712-EROSION CONTROL PLAN.DWG PLOTTED BY: HAMID GHABELZADEH

07/09/19

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PROJECT #:

TOBIE GRANT RECREATION CENTER 1180510

SHEET TITLE

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IR

RD

SHEET NUMBER

C - 710 RELEASED FOR CONSTRUCTION


1243022 07/09/19

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2 Copyright © 2019 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

FILE PATH: G:\PROJECT OPERATIONS\PROJECTS\1276 POND & CO\009 TOBIE GRANT RECREATION CENTER\ENGINEERING\DESIGN\SITE PLANS\100% DRAWINGS_3-19-2019\C-750-751-EROSION CONTROL DETAILS.DWG PLOTTED BY: HAMID GHABELZADEH

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C

TOBIE GRANT RECREATION CENTER SEAL

DRAWING ISSUE MARK

B

DESCRIPTION

DATE

1

PERMIT REVIEW COMMENTS

3/22/2019

2

PERMIT REVIEW COMMENTS

6/26/2019

APPR.

DESIGNED BY: ME DWN BY: JL CKD BY: SM SUBMITTED BY: DATE: 06/26/2019 PROJECT #:

A

TOBIE GRANT RECREATION CENTER 1180510

SHEET TITLE

2

OWNER / DEVELOPER DEKALB COUNTY, GEORGIA 1300 COMMERCE DRIVE, SUITE 300 DECATUR, GA 30030 TEL: 678-283-2974 CONTACT: SANDRA WEAVER

ENGINEER CERM CONTACT: SAM MCINTOSH, P.E. 1990 LAKESIDE PARKWAY SUITE 300 TUCKER, GA 30084 TEL: 678-999-0173 EMAIL: smcintosh@cerm.com

EROSION CONTROL DETAILS SHEET NUMBER

C - 750 RELEASED FOR CONSTRUCTION


1243022 07/09/19

2 2

2


1

2

PLASTIC LATTICE BARRIER FENCE

3

4

5

1.5" X 1.5" X 48" MIN HARDWOOD

4'-0" MIN

1.

REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES, LEGENDS, AND ABBREVIATIONS.

2.

THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE PROPER 1243022 INTERPRETATION.

3.

SEE CD SERIES FOR PAVEMENT DEMOLITION

4.

SEE SHEET LS100 SERIES FOR PLANTING PLANS.

3500 Parkway Lane Suite 500 Peachtree Corners, GA 30092 Phone (678) 336-7740

07/09/19

2'-0" MIN 6'-0" MAX

D

Copyright © 2019 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

DEKALB COUNTY TREE PROTECTION NOTES:

GROUND LINE

NOTES: 1. TREE SAVE FENCE TO BE 1'-0" DIAMETER FOR EACH 1" OF TREE DIAMETER BEING PROTECTED.

1. NO ONE SHALL ENCROACH, PLACE SOLVENTS, BUILDING, MACHINERY, BUILDING DEBRIS OR OR ANY OTHER MATERIAL WITHIN 6' OUTSIDE THE PERIPHERY OF THE CRZ OR WITHIN ANY TREE SAVE AREA, TRANSITIONAL BUFFER ZONE, STREAM BUFFER, OR STATE BUFFER ZONE.

NO SPECIMEN TREES IMPACTED BY CONSTRUCTION ACTIVITY. CONTRACTOR TO FIELD VERIFY TREES THAT NEED TO BE REMOVED.

S

W

OP

2. FOR MULTIPLE TREE PROTECTION, TREE SAVE FENCE SHALL BE NO CLOSER THAN 1'-0" PER 1" DIAMETER OF NEAREST TRUNK.

TPF

OP

TPF

S

W

TPF

TPF

4. ALL TREE PROTECTION AREAS TO BE PROTECTED FROM SEDIMENTATION.

TPF

OP

S

TPF TPF

OP

TPF

TPF

6. ALL TREE PROTECTION FENCING TO BE INSPECTED DAILY, AND REPAIRED OR REPLACED AS NEEDED.

TPF

TPF

5. ALL TREE PROTECTION DEVICES, INCLUDING CRITICAL ROOT ZONE (CRZ) PROTECTION, TO BE INSTALLED PRIOR TO THE START OF LAND DISTURBANCE, AND MAINTAINED UNTIL FINAL LANDSCAPING.

W

TPF

TPF

G

TPF

3. A TREE THAT IS DESIGNATED TO BE SAVED, BUT IS DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED WITH 4" CALIPER TREES EQUAL TO THE UNIT VALUE OF THE TREE REMOVED. ANY SPECIMEN TREE DAMAGED SHALL BE REPLACED WITH 4" CALIPER TREES EQUAL TO 1.5 TIMES THE DBH OF THE DAMAGED SPECIMEN TREE.

G

TPF

NOT TO SCALE

2. ALL TREE FENCE AND OTHER TREE PROTECTION DEVICES MUST REMAIN IN FUNCTIONING CONDITION UNTIL COMPLETION OF THE PROJECT OR THE CO IS ISSUED.

S

W

TPF

TREE PROTECTION FENCE

G

TPF

TPF

7. NO PARKING, STORAGE OR OTHER CONSTRUCTION ACTIVITIES ARE TO OCCUR WITHIN TREE PROTECTION AREAS (CRZ).

S

W

9. TREE PROTECTION SIGNS ARE TO BE PLACED AT LEAST EVERY 50' ALONG THE LENGTH OF THE TREE PROTECTION FENCE. THE SIGNS SHOULD BE IN LANGUAGE SO THAT ALL WORKERS ON SITE ARE ABLE TO UNDERSTAND.

TPF

TPF

TPF

G

TPF

TPF

TPF

OP

8. ALL REQUIRED VEGETATION MUST BE MAINTAINED FOR TWO GROWING SEASONS AFTER THE DATE OF FINAL INSPECTION.

S

F TP F TP

DEKALB COUNTY DEMOLITION NOTES

OP

F TP F TP

F TP

C

F TP

W

TPF

TPF

1. ALL LAND DISTURBANCE TO BE STABILIZED WITH VEGETATION UPON COMPLETION OF DEMOLITION.

G

S

F TP

TPF

TPF

W

TPF TPF

TPF

TPF

TPF

TPF TPF

TPF

TPF

TPF

S

18"PI

TPF TPF

TPF

G

5

TPF TPF

TPF

PARKDALE DRIVE (60' PUBLIC R/W) (ASPHALT)

TPF

OP

TPF

TPF

TPF

F TP

4

F TP F TP

D

F TP

S S

F TP

W

20"PI

F TP

OP

24"PI

F TP F TP

F TP

1 10 2

TPF TPF TPF

TPF

TPF TPF

TP F

TP F TP F

S S

8. TREE PROTECTION FENCE WILL BE INSTALLED IN SUCH A WAY TO ADEQUATELY PROTECT THE CRITICAL ROOT ZONE OF ALL SAVED TREES. CRITICAL ROOT ZONE MEANS AN AREA OF ROOT SPACE THAT IS WITHIN A CIRCLE CIRCUMSCRIBED AROUND THE TRUNK OF A HEALTHY TREE USING A RADIUS OF ONE (1) FOOT PER ONCE (1) OF DBH PLUS FIVE FEET. EXCEPTIONS TO STRICT ADHERENCE MAY BE MADE WITH PRIOR APPROVAL FROM THE COUNTY ARBORIST.

10

TPF

10

1

DRAWING ISSUE DESCRIPTION

DATE

APPR.

S

14"PI 8"PI 14"PI 1027 10"PI 12"PI 18"PI W

TPF

TPF

TPF

TPF

10

1025

EXISTING TREE TO REMAIN

TPF

TPF

15

CRZ

W

DROP OFF

1

CRITICAL ROOT ZONE AND STRUCTURAL ROOT PLATE

TPF

TPF

TPF

TPF

4 102

TPF

TPF

TPF

16"PI 8"PI 8"PI 14"PI 10"PI 10"PI 18"PI 15"PI W

TPF

1025

TPF

2

PERMIT REVIEW COMMENTS

3/22/2019

DESIGNED BY:

AMG

DWN BY:

SPT

CKD BY:

RBJ

TPF

TPF

3

TPF

1

TPF

8

TPF

TPF

TPF

N87°08'41"W 532.90'

9

8

SUBMITTED BY:

LIMITS OF DISTURBANCE

LOD

TPF

PROJECT #:

MRC

03/22/2019

DATE:

TOBIE GRANT RECREATION CENTER 1180510

SHEET TITLE

TREE PROTECTION FENCE

TREE PROTECTION AND REPLACEMENT PLAN

1023

TPF TPF TPF

1025

N89°27'55"W 7.26'

EXISTING TREE TO BE REMOVED

1024

TPF

TPF

*PHOTOS DEPICTED REPRESENT CONDITIONS WITHIN LIMITS OF DISTURBANCE ALONG EXISTING OUTFIELD FENCE LINE - AREA IS EXTREMELY OVERGROWN WITH INVASIVE SPECIES AND NO SPECIMEN TREES ARE PRESENT.*

8

S11°28'00"E 24.91' 4

A

9

10 21

TPF

TPF

8

LANDSCAPE STRIP

TPF

TPF

TPF

TPF

4

03/22/2018

MARK

W

EXISTING TREE LINE

No.1229

W

TPF

TPF

1

7. TREE PROTECTION FENCING WILL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES, AND MAINTAINED UNTIL FINAL LANDSCAPING. NO PARKING, STORAGE, OR OTHER CONSTRUCTION ACTIVITIES TO OCCUR WITHIN TREE PROTECTION AREAS. REMOVAL OR DAMAGE OF TREES DESIGNATED AS SAVE WILL RESULT IN A COURT SUMMONS AND WILL REQUIRE RECOMPENSE WITH 4 INCH CALIPER TREES # TO BE DETERMINED PER INCIDENT.

G

TPF

TPF

TPF

TPF

TPF

2

6. CALL FOR FINAL INSPECTION AT (404) 371-4913

9. SITE IS TO COMPLY WITH THE REQUIREMENTS OF THE TREE ORDINANCE. CALL THE IVR SYSTEM TO REQUEST AN ENVIRONMENTAL FINAL INSPECTION PRIOR TO REQUESTING A CERTIFICATE OF OCCUPANCY.

W

SEAL

W

TPF

TPF

TP F

5. ADDITIONAL EROSION CONTROLS SHALL BE INSTALLED AS DEEMED NECESSARY BY THE ON-SITE INSPECTOR(S).

W

B

W

4. DUMPSTERS AND/OR TEMPORARY SANITARY FACILITIES SHALL NOT BE LOCATED IN THE STREET OR TREE PROTECTION AREA OR RIGHT-OF-WAY.

G

14"PI 8"PI 8"PIW 18"PI 10"PI 22"PI 10"PI 22"PI 18"PI 15"PI 12"PI 18"PI 10"PI 14"PI 8"PI 6"PI 6"PI 8"PI 16"PI 025

W

G

15"PI 30"PI 18"PI 15"PI 8"PI 8"PI 15"PI 12"PI

TPF

S

TPF

3. ALL DEMOLITION DEBRIS TO BE HAULED OFF SITE.

S

TPF

TPF

TPF

G

TPF

W

TP F

WW

F TP

TPF

TPF

W

24"PI 24"PI

TP F

TP F

TP F

3

1026

TP F

1024

TP F

TP F

G

TP F

F TP

2 10

FILE PATH: \\ACP3SERVER\RESOURCES\VOL1\DEKALB CO\1180510_TOBIE GRANT RECREATION CENTER\04.CAD_BIM\04.02.CAD\LD101.DWG PLOTTED BY: THOMPSON, SYDNEY

24"PI G

F TP

OP

F TP F TP

16"PI 16"PI

S

F TP

18"PI G

F TP

W

F TP

F TP F TP

OP

F TP

W

F TP

F TP F TP

W

S00°20'49"W 51.96'

TPF

TPF

TOBIE GRANT RECREATION CENTER

2. ALL TREES TO REMAIN AND HAVE PROPER PROTECTION UNLESS APPROVED PLANS INDICATE OTHERWISE.

#4REBAR*DISTURBED 1024

SHEET NUMBER

5 30

0

30

SCALE: 1" = 30'

60

LD101 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS - 100% SUBMITTAL


1

2

3

4

5

GENERAL SHEET NOTES 1.

SEE C-001 FOR ADDITIONAL NOTES, LEGEND, AND ABBREVIATIONS.

2.

THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE PROPER INTERPRETATION. 1243022

3.

07/09/19 SEE CD SERIES FOR PAVEMENT DEMOLITION. SEE LD SERIES FOR TREE DEMOLITION PLAN.

4.

NEWLY PLANTED TREES IN PARKING AREA LANDSCAPING SHALL BE A MINIMUM HEIGHT OF 10' AT TIME OF PLANTING.

3500 Parkway Lane Suite 500 Peachtree Corners, GA 30092 Phone (678) 336-7740 Copyright © 2019 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

D

1

10

CERCIS CANADENSIS `FOREST PANSY` TM / FOREST PANSY REDBUD

2.5" CAL. B&B

7

CORNUS FLORIDA `CHEROKEE PRINCESS` / CHEROKEE PRINCESS DOGWOOD

2.5" CAL. B&B

18

ILEX X ATTENUATA `FOSTERI` / FOSTER`S HOLLY

2.5" CAL. B&B

8

MAGNOLIA GRANDIFLORA `LITTLE GEM` / DWARF SOUTHERN MAGNOLIA

2.5" CAL. B&B

6

NYSSA SYLVATICA `DAVID ODOM` / AFTERBURNER TUPELO

2.5" CAL. B&B

Swamp White Oak 3 2.5" Cal. B&B Cherokee Princess Dogwood 2 2.5" Cal. B&B

S

Swamp White Oak 1 2.5" Cal. B&B Downy Serviceberry 5 2.5" Cal. B&B

Forest Pansy Redbud 3 2.5" Cal. B&B S S

W

G

QUERCUS BICOLOR / SWAMP WHITE OAK

S

Creeping St. John`s Wort 4" POT

D

2.5" CAL. B&B

W

3.5" CAL. B&B

26'-0"

CONT

SPACING

W

S

1026

1024

BOTANICAL NAME / COMMON NAME

A1/LS102

31'-0"

QTY

4'-0"

G

C GRASS AREAS

W

QUERCUS NUTTALLII / NUTTALL OAK

OP

S

G

4

2

Downy Serviceberry 2.5" Cal. B&B

1

Swamp White Oak 2.5" Cal. B&B

River Oats 856 PLUGS

2

S

12" o.c.

W

W

PLUGS

Cherokee Princess Dogwood 2.5" Cal. B&B

TOBIE GRANT RECREATION CENTER

Cherokee Princess Dogwood 2.5" Cal. B&B

102

1

CHASMANTHIUM LATIFOLIUM / RIVER OATS

2

WW G

856

Nuttall Oak 3.5" Cal. B&B

OP

7

3

OP

W

G

96

PARKDALE DRIVE (60' PUBLIC R/W) (ASPHALT)

2.5" CAL. B&B

S

CARPINUS CAROLINIANA / AMERICAN HORNBEAM

S

8

W

2.5" CAL. B&B

W

AMELANCHIER ARBOREA `AUTUMN BRILLIANCE` / DOWNY SERVICEBERRY

OP

7

OP

CONT

G

BOTANICAL NAME / COMMON NAME

G

QTY

TREES

W

PLANT SCHEDULE

W

1

QTY

BOTANICAL NAME / COMMON NAME

CONT

SPACING

G

GROUND COVERS

S

1023.90

SEAL

1024.46

HYPERICUM CALYCINUM / CREEPING ST. JOHN`S WORT

4" POT

18" o.c.

W S

1,990

W

X1024.2

G

X

1

Cherokee Princess Dogwood 1024.2 1024.45 2.5" Cal. B&B

X 1028.0 1028.2

1024.2

X 1028.1

No.1229

1024.7 G

X 1024.3

10

10

W

SOD

102

5

W

ZOYSIA JAPONICA `EMERALD` / EMERALD ZOYSIA

S

X X 1024.2 1023.9 X X

X

15,048 SF

1024.45

X

X

Creeping St. John`s Wort 72 4" POT

10

03/22/2019 1024.8

1024.45 1024.23 X X

W

B2/LS102 1026.0

X

1023.73

1025

X

1

9

8

DATE

APPR.

1

Nuttall Oak 3.5" Cal. B&B

Creeping St. John`s Wort 126 4" POT

1

Dwarf Southern Magnolia 8 2.5" Cal. B&B Creeping St. John`s Wort 222 4" POT

1025

9

1023

8

Foster`s Holly 9 2.5" Cal. B&B

8

1

1024

PERMIT REVIEW COMMENTS

3/22/2019

DESIGNED BY:

Foster`s Holly 9 2.5" Cal. B&B Afterburner Tupelo 3 2.5" Cal. B&B

AMG

DWN BY:

SPT

CKD BY:

RBJ

SUBMITTED BY:

American Hornbeam 1 2.5" Cal. B&B Creeping St. John`s Wort 138 4" POT

A

DESCRIPTION

1024

6'-0"

4

Swamp White Oak 1 2.5" Cal. B&B

MARK

Creeping St. John`s Wort 245 4" POT

8 10 2

Creeping St. John`s Wort 139 4" POT

DRAWING ISSUE

W

1024.4

1023.3

8'-0"

1026.3

DROP OFF

A2/LS102

American Hornbeam 3 2.5" Cal. B&B

1026.0

HP:1025.5

Creeping St. John`s Wort 167 4" POT

X

X 1025.1 X 1025.1

LANDSCAPE STRIP

B

1025.0

X

X

W

4 102

X

1025

W

Creeping St. John`s Wort 4" POT

102

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150

W

15

1027

1026.0 1025.7

DATE: PROJECT #:

MRC

03/22/2019 TOBIE GRANT RECREATION CENTER 1180510

SHEET TITLE

A3

LANDSCAPE PLAN TREES AND GROUNDCOVERS

PLANTING PLAN SCALE: 1" = 30'0"

30

0

30

SCALE: 1" = 30'

60

SHEET NUMBER

LS101 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS - 100% SUBMITTAL


1

2

3

4

5

PLANT SCHEDULE SHRUBS

D

GRASSES

GRASS AREAS

GROUND COVERS

QTY

BOTANICAL NAME / COMMON NAME

CONT

SPACING

13

AZALEA ENCORE `AUTUMN STARLITE` TM / ENCORE AZALEA

1G

36" o.c.

11

DISTYLIUM `VINTAGE JADE` / VINTAGE JADE DISTYLIUM

1G

72" o.c.

13

FOTHERGILLA GARDENII / DWARF FOTHERGILLA

1G

36" o.c.

39

GARDENIA RADICANS / DWARF GARDENIA

1G

24" o.c.

18

RHODODENDRON AZALEA `GEORGE L. TABER` / LARGE PINK AZALEA

1G

60" o.c.

21

VIBURNUM OBOVATUM `MISS SHILLERS DELIGHT` / SMALL-LEAF ARROWWOOD

1G

48" o.c.

QTY

BOTANICAL NAME / COMMON NAME

CONT

SPACING

28

MUHLENBERGIA CAPILLARIS / PINK MUHLY

1G

36" o.c.

QTY

BOTANICAL NAME / COMMON NAME

CONT

SPACING

856

CHASMANTHIUM LATIFOLIUM / RIVER OATS

PLUGS

12" o.c.

QTY

BOTANICAL NAME / COMMON NAME

CONT

SPACING

1,990

HYPERICUM CALYCINUM / CREEPING ST. JOHN`S WORT

4" POT

18" o.c.

3500 Parkway Lane Suite 500 Peachtree Corners, GA 30092 Phone (678) 336-7740

1243022 07/09/19

Copyright © 2019 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

Vintage Jade Distylium 9 1G Dwarf Fothergilla 26 1G

C

97

Creeping St. John`s Wort 4" POT

15

Pink Muhly 1G

9

Large Pink Azalea 10 1G

Encore Azalea 13 1G

Small-Leaf Arrowwood 1G

TOBIE GRANT RECREATION CENTER

Creeping St. John`s Wort 105 4" POT

SEAL

Dwarf Gardenia 50 1G

GENERAL SHEET NOTES No.1229

2.

THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE PROPER INTERPRETATION.

3.

SEE CD SERIES FOR PAVEMENT DEMOLITION; SEE LD SERIES FOR TREE DEMOLITION PLAN

4.

SEE SHEET LS101 FOR ADDITIONAL LANDSCAPE NOTES

03/22/2019

OP

B

S W

MARK

ENLARGED PLANTING PLAN

S

SCALE: 1/8" = 1'0"

PARKDALE DRIVE (60' PUBLIC R/W) (ASPHALT)

GRANITE

S00°20'49"W 51.96'

W S

G CC11

A1

WW

Large Pink Azalea 1G

W

S

G

3

S

Small-Leaf Arrowwood 8 1G

W

Pink Muhly 13 1G

W

W MH TOP=1028.17' IE OUT=1016.02'

6'CL F

S

1

PERMIT REVIEW COMMENTS

DESIGNED BY:

10

10

B2

W

10 15

DWN BY:

SPT

CKD BY:

RBJ

GATE

9

AT E

1024.23

GATE

A2

SCALE: 1/8" = 1'0"

KEY PLAN - NTS

CONC

NC

CO

8 #4REBAR*DISTURBED NC CO

SCALE: 1/8" = 1'0"

9

C

A1

WATERFNTN

N89°27'55"W 7.26'

03/22/2019 TOBIE GRANT RECREATION CENTER 1180510

SHEET TITLE

CONC

N87°08'41"W 532.90'

ENLARGED PLANTING PLAN

8

PROJECT #: LANDSCAPE STRIP

8

8

ENLARGED PLANTING PLAN

S11°28'00"E 24.91'

CONC

1024.45

DATE:

W

G

4 2 0 1

Small-Leaf Arrowwood 1G

MRC

W

A2 4

3/22/2019

AMG

SUBMITTED BY: DROP OFF

A

APPR.

OP

D

Creeping St. John`s Wort 150 4" POT

G

Vintage Jade Distylium 1G

DATE

OP

2

DESCRIPTION

MH TOP=1015.80' IE IN=1007.05' IE OUT=1006.90'

S

B2

DRAWING ISSUE

G

STRE AM CE NTER F/L

Large Pink Azalea 1G

SEE C-001 FOR ADDITIONAL NOTES, LEGEND, AND ABBREVIATIONS.

N CO

FILE PATH: M:\DEKALB CO\1180510_TOBIE GRANT RECREATION CENTER\04.CAD_BIM\04.02.CAD\LS101.DWG PLOTTED BY: THOMPSON, SYDNEY

9

1.

LANDSCAPE PLAN SHRUBS AND GROUND COVERS SHEET NUMBER

LS102 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS - 100% SUBMITTAL


2

1

3

4

5

NOTE: GROUNDCOVERS, PERENNIALS, AND GRASSES TO BE INSTALLED M WITH TRIANGULAR SPACING. NOTES: 1) WHEN THE TREE IS MOVED, THE ROOTBALL SHOULD ALWAYS BE SUPPORTED. TREES SHOULD NEVER BE HANDLED BY THE TRUNK. 2) SET TOP OF ROOT BALL A MINIMUM OF 2" ABOVE ADJACENT FINISH GRADE AND MOUND BACKFILL FLUSH WITH TOP OF ROOT BALL. 3) CUT AND BEND BACK TOP AND SIDES OF WIRE BASKET TO A MINIMUM OF 12" BELOW THE TOP OF THE ROOT BALL BEFORE FINAL BACKFILLING OF ROOT BALL. 4) CUT AND REMOVE BURLAP AND TWINE FROM TOP HALF OF BALL AFTER THE BALL HAS BEEN BACKFILLED.

PLANT (TYP.)

PLANT SPACING

ROW

'D'

'A'

D 'A'

'D'

'D'

'D'

D1

8" O.C.

7.00" O.C.

10" O.C.

8.5" O.C.

12" O.C.

10.5" O.C.

18" O.C.

15.5" O.C.

24" O.C.

21.0" O.C.

36" O.C.

30.0" O.C.

48" O.C.

31.5" O.C.

SET GROUNDCOVERS, PERENNIALS, AND GRASSES IN STAGGERED ROWS AS SPECIFIED SPACING. MULCH ENTIRE BED WITH 3" OF SHREDDED HARDWOOD MULCH. GROUNDCOVERS, PERENNIALS, AND GRASSES TO BE INSTALLED WITH TRIANGULAR SPACING. 1243022 07/09/19

REMOVE ANY DEAD BRANCHES AND TRIM BROKEN OR CROSSED BRANCHES. NEVER LEAVE V CROTCHES OR DOUBLE LEADERS.

CONFIRM GOOD CENTRAL LEADER; CORRECT CROWN BY PRUNING IF DETERMINED TO BE NECESSARY. REMOVE ANY DEAD BRANCHES AND TRIM BROKEN OR CROSSED BRANCHES. NEVER LEAVE V CROTCHES OR DOUBLE LEADERS.

3500 Parkway Lane Suite 500 Peachtree Corners, GA 30092 Phone (678) 336-7740 Copyright © 2019 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

TILL ENTIRE BED TO A DEPTH OF 8" AND SUPPLEMENT WITH ORGANIC SOIL MIX.

PLANTING SOIL MIX- TILL INTO SOIL TO A DEPTH OF 8" MIN. MIX IN ORGANIC COMPOST AT A 50% INCLUSION RATE; AMEND AS TEXT RESULTS DICTATE.

ROUND-TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOTBALL PERIPEHERY.

TRUNK CALIPER SHALL MEET ANSI Z60 CURRENT EDITION FOR ROOT BALL SIZE. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN PLANTNIG HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL.

TYPICAL PLANT SPACING SCALE: NTS ROOTBALL MODIFIED AS REQUIRED.

C4 3" MULCH (3" AWAY FROM TRUNK AND NO MORE THAN 1" ON TOP OF ROOTBALL)

GROUNDCOVER PLANTING DETAIL SCALE: NTS

ADJACENT SOD/PLANTING LEVEL WITH FIN. GRADE, 2" MAX.

LAWN AREA SOD FINISHED GRADE

SOIL AND ROOT LAYER PAVED AREA

3"

2"

1-1/2"

C

EXISTING GRADE

TOPSOIL CULTIVATED SOIL

SUBGRADE

SODDING PROCEDURE: 1. PREPARE FINISH GRADE (AS PER SPECIFICATIONS) 2. APPLY LIME & FERTILIZER & ROTO-TILL (AS PER SOIL TEST) 3. LAY SOD & WATER THOROUGHLY.

SLOPE AND SCARIFY SIDES AND BASE OF PLANTING HOLE.

EXISTING SOIL BACKFILL WITH LOOSENED SOIL. DIG AND TURN THE SOIL TO REDUCE COMPACTION TO THE AREA AND DEPTH SHOWN.

3x WIDEST DIMENSION OF ROOTBALL

TOBIE GRANT RECREATION CENTER

ROOTBALL SHALL REST ON MOUND OF UNDISTURBED OR RECOMPACTED SOIL TO PREVENT SETTLING.

NOTE: INSTALL SOD SO THAT TOP OF SOIL & ROOT LAYER IS 21" BELOW TOP OF PAVEMENT.

ROUGH GRADE

GENERAL PLANTING NOTES :

FILE PATH: \\ACP3SERVER\RESOURCES\VOL1\DEKALB CO\1180510_TOBIE GRANT RECREATION CENTER\04.CAD_BIM\04.02.CAD\L-501.DWG PLOTTED BY: THOMPSON, SYDNEY

C1

SODDING DETAIL

C3

SCALE: NTS

1.

BALLED AND BURLAPPED TREE PLANTING DETAIL SCALE: NTS

2. 3. 4.

5. REMOVE ANY DEAD BRANCHES AND TRIM BROKEN OR CROSSED BRANCHES. NEVER LEAVE V CROTCHES OR DOUBLE LEADERS. CONFIRM GOOD CENTRAL LEADER; CORRECT CROWN BY PRUNING IF DETERMINED TO BE NECESSARY. REMOVE ANY DEAD BRANCHES AND TRIM BROKEN OR CROSSED BRANCHES. NEVER LEAVE V CROTCHES OR DOUBLE LEADERS.

B

6. ROUND-TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOTBALL PERIPHERY.

7. TRUNK CALIPER SHALL MEET ANSI Z60 CURRENT EDITION FOR ROOT BALL SIZE. ROOTBALL MODIFIED AS REQUIRED; PULL OUT AND STRAIGHTEN SURFACE STRUCTURAL ROOTS AND SPREAD ACROSS PLANTING SOIL TO DISCOURAGE CIRCLING ROOTS. 3" SHREDDED HARDWOOD MULCH

ADJACENT SOD/PLANTING EXISTING GRADE

8.

9. 10.

3" MULCH (3" AWAY FROM TRUNK AND NO MORE THAN 1" ON TOP OF ROOTBALL)

REMOVE ALL BURLAP AND WIRE BASKET FROM ROOTBALL PRIOR TO INSTALLATION.

NOTE: 1. SET TREE 2" ABOVE ORIGINAL GRADE. 2. LEAVE 4-6" AREA AROUND TRUNK FREE OF MULCH.

PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL.

11. EXISTING SOIL PREPARE BACKFILL MIXTURE

SLOPE AND SCARIFY SIDES AND BASE OF PLANTING HOLE.

A

ROOTBALL SHALL REST ON MOUND OF UNDISTURBED OR RECOMPACTED SOIL TO PREVENT SETTLING.

UNDISTURBED SOIL PEDESTAL

12.

13.

MIN. 3X ROOTBALL DIA.

A1

MULTI-TRUNK TREE PLANTING SCALE: NTS

A3

SHRUB AND GRASS PLANTING SCALE: NTS

ALL PLANTS SHALL BE HEALTHY, VIGOROUS, FREE OF PESTS AND DISEASE. ALL PLANTS SHALL BE CONTAINER-GROWN, OR BALLED AND BURLAPPED AS SPECIFIED. ALL TREES SHALL BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE DESIGN PROFESSIONAL BEFORE, DURING, AND AFTER INSTALLATION. ALL PLANTS AND PLANTING AREAS SHALL BE COMPLETELY MULCHED AS SPECIFIED. THE CONTRACTOR SHALL NOTIFY ALL NECESSARY UTILITY COMPANIES 72 HRS MINIMUM PRIOR TO DIGGING FOR FIELD VERIFICATION OF ALL UNDERGROUND UTILITIES, AND OTHER ELEMENTS, AND COORDINATE WITH THE DESIGN PROFESSIONAL PRIOR TO INITIATING OPERATIONS. THE CONTRACTOR SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF LANDSCAPE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. REFER TO THE SPECIFICATIONS FOR LANDSCAPE MAINTENANCE, WATERING AND WARRANTY TERMS. THE DESIGN PROFESSIONAL SHALL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. CONTRACTOR SHALL PROTECT ALL EXISTING PLANT MATERIALS INDICATED ON PLANS TO REMAIN. ALL PLANT MATERIAL INDICATED TO REMAIN THAT IS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER WITH THE SAME SIZE, QUALITY, AND TYPE OF PLANT MATERIAL OR AS REQUIRED BY THE LOCAL REVIEWING AUTHORITY, WHICHEVER HAS A GREATER RECOMPENSE VALUE. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY MEASURES DURING CONSTRUCTION OPERATIONS TO PROTECT THE PUBLIC ACCORDING TO ALL APPLICABLE CODES AND RECOGNIZED LOCAL PRACTICES. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWINGS AND FIELD CONDITIONS TO THE DESIGN PROFESSIONAL PRIOR TO STARTING CONSTRUCTION. FOLLOW THE DESIGN PROFESSIONAL'S INSTRUCTIONS ON RESOLVING ANY DISCREPANCIES.

SEAL

No.1229

03/22/2019

DRAWING ISSUE MARK

DESCRIPTION

1

PERMIT REVIEW COMMENTS

DATE

APPR.

3/22/2019

DESIGNED BY:

AMG

DWN BY:

SPT

CKD BY:

RBJ

SUBMITTED BY:

MRC

DATE:

11/16/2018

PROJECT #:

TOBIE GRANT RECREATION CENTER 1180510

SHEET TITLE

LANDSCAPE DETAILS SHEET NUMBER

L-501 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS - 100% SUBMITTAL

Profile for The Clarke Agency

Tobie Grant Land Dev Plans July 2019  

Proposed land re-development plans for Tobie Grant Park in Dekalb County Georgia.

Tobie Grant Land Dev Plans July 2019  

Proposed land re-development plans for Tobie Grant Park in Dekalb County Georgia.

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