26039 BID HEARD COMM CENTER PARKING DRAWINGS.pdf

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LOCATION MAP

Alfred Benesch & Company 1005 Broad Street, Suite 200 Augusta, GA 30901

706.722.4114 www.benesch.com

Heard Park Accessible Parking Improvements.

The following utilities may have facilities in the project area:

ACC Public Utilities: ACC Traffic Engineering:

Hollis Terry Tim Griffeth 124 E. Hancock St 2795 Lexington Road Athens, Georgia 30601 Athens, Georgia 30605 Phone: 706-613-3476 Phone: 706-613-3460 Fax: 706-613-3476 Fax: 706-613-3463 Email: hollis.terry@accgov.com Email: tim.griffeth@accgov.com

Atlanta Gas Light: AT&T:

Michael Harrison Clay Johnson P.O. Box 1667 125 Reese Street Athens, Georgia 30603 Athens, Georgia 30613 Phone: 706-549-4512 Phone: 706-353-4301 Fax: N/A Fax: 706-548-1621 Email: mharriso@southernco.com Email: clay.johnson@att.com

Charter Communications: Parker Fiber Systems, LLC:

Robert Williams Preston Watson 495 Hawthorne Avenue 10005 Commerce Street Athens, Georgia 30606 Summerville, Georgia 30747 Phone: N/A Phone: 706-857-4646 Fax: N/A Fax: N/A Email: robert.williams@chartercom.com Email: preston@parkersystem.net

Georgia Power Distribution: Georgia Power Transmission:

Stephen Burroughs Melissa Wheeler Black 205 Dairy Park Road 3100 Kilowatt Drive, Bin #73903 Athens, Georgia 30607 Savannah, Georgia 31406

Phone: 404-989-5876 Phone: 678-464-3243 Fax: 706-357-6670 Fax: N/A Email: sburroug@southernco.com Email: mswheele@southernco.com

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Project Site

PROJECT PARCEL MAP

chall Snapshot

28" Pine

17” water oak

22” water oak

22” water oak

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DEMOLITION PLAN DEMOLITION PLAN

BENCHMARK:

N: 1441625.56 E: 2542676.63

ELEV=713.62

TOP OF 60D NAIL SET

NAD 1983(2011) / NAVD 1988

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DEVELOPMENT PLANDEVELOPMENT PLAN

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DETAILED RAMP PLAN

BENCHMARK:

N: 1441625.56 E: 2542676.63

ELEV=713.62

TOP OF 60D NAIL SET

NAD 1983(2011) / NAVD 1988

VAN

ACCESSIBLE

PERMIT PARKING ONLY

TOW-AWAY ZONE

MAXIMUM FINE $500.00

PERMIT PARKING ONLY

TOW-AWAY ZONE

MAXIMUM FINE $500.00

P

TOW-AWAY ZONE

P

TOW-AWAY ZONE

P

TOW-AWAY ZONE

P

TOW-AWAY ZONE

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El ev at io n

El ev at io n

PROFILE: STORM LINE A (1)

HORIZONTAL SCALE: 1"=10'

VERTICAL SCALE: 1"=2'

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EROSION CONTROL LEGEND

DUST CONTROL ON DISTURBED AREA

MULCH

SILT FENCE - NON SENSITIVE

TEMPORARY GRASSING

PERMANENT GRASSING

SILT FENCE - SENSITIVE

INLET SEDIMENT TRAP

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TMATERIAL QUANTITY

DRY STRAW OR HAY 2" - 4" DEPTH

WOOD WASTE (SAWDUST, 2" - 3" DEPTH

BARK, CHIPS)

CUTBACK ASPHALT 1200 GAL. PER ACRE

(SLOW CURING) (1/4 GAL PER SQ. YD.)

POLYETHYLENE FILM COMPLETELY COVERING

EXPOSED AREA. TRENCHED

IN AT OUTER EDGES.

Ds1 MULCHING

Ds2 STABILIZATION WITH TEMPORARY SEEDING

STRAW OR HAY MULCH SHALL BE ANCHORED IMMEDIATELY AFTER APPLICATION.

MULCH MAY BE ANCHORED BY MECHANICALLY PRESSING INTO SURFACE. IF

SPREAD WITH BLOWER EQIPMENT, MULCH SHALL BE ANCHORED WITH

EMULSIFIED ASPHALT (GRADE AE-5 OR SS-1)--100 GAL. ASPHALT + 100 GAL. WATER

PER TON OF MULCH. NETTING SHALL BE USED TO ANCHOR WOOD WASTE AND

CHIPS. POLYETHYLENE SHALL BE TRENCHED IN AT EDGES.

Ds3 STABILIZATION WITH PERMANENT SEEDING

FERTILIZER RATES

GENERAL EROSION & SEDIMENTATION CONTROL NOTES:

1. ALL DISTURBED AREAS SHALL HAVE EROSION CONTROL PROVIDED IN

ACCORDANCE WITH THE MANUAL FOR EROSION AND SEDIMENT CONTROL

IN GEORGIA , CURRENT EDITION.

2. ALL EROSION CONTROL MEASURES SHALL COMPLY WITH THE STATE OF

GEORGIA SOIL AND WATER CONSERVATION COMMISSION MANUAL FOR

EROSION AND SEDIMENT CONTROL IN THE STATE OF GEORGIA , CURRENT

EDITION.

4. THE NOTATION XXX AS SHOWN ON THE EROSION CONTROL PLAN SHEET(S)

AND ON THE EROSION CONTROL DETAIL SHEET FOR THE EROSION AND

SEDIMENT CONTROL BEST MANAGEMENT PRACTICES, REFERS TO THE

GEORGIA UNIFORM CODING SYSTEM AS DETAILED IN THE MANUAL FOR

EROSION AND SEDIMENT CONTROL IN GEORGIA , CURRENT EDITION.

5. GENERAL STATEMENT OF DESIGNED EROSION CONTROL SYSTEM:

(a). NO SURFACE WATER FLOWS FROM DISTURBED AREA TO BE ALLOWED INTO

THE STORM SEWER SYSTEM WITHOUT FIRST BEING FILTERED BY AN

EFFECTIVE SEDIMENT ENTRAPMENT DEVICE.

(b). SEDIMENT ENTRAPMENT DEVICES ARE TO BE MAINTAINED AT ALL POINTS

WHERE SURFACE FLOWS FROM DISTURBED AREAS CAN LEAVE THE SITE.

FLOWS ARE TO BE DIRECTED TO ENTRAPMENT DEVICES THROUGHOUT

CONSTRUCTION ACTIVITIES.

6. EROSION CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO ANY

LAND DISTURBING ACTIVITIES ON-SITE AND MAINTAINED UNTIL PERMANENT

GROUND COVER IS ESTABLISHED. EROSION CONTROL MEASURES SHALL

BE INSPECTED AT THE END OF EACH WORKING DAY AND AFTER EACH STORM

EVENT TO ENSURE THAT ALL MEASURES ARE FUNCTIONING PROPERLY. ANY

REPAIRS SHALL BE MADE BY THE CONTRACTOR.

8. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND

INSPECTED PRIOR TO ANY LAND DISTURBANCE ON SITE. SILT BARRIER TO

BE PLACED AS SHOWN AND/OR AS DIRECTED BY THE PROJECT ENGINEER

AND/OR OWNER

9. 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.

10. EROSION AND SEDIMENTATION 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.

11. ANY DISTURBED AREA LEFT IDLE/EXPOSED FOR A PERIOD GREATER THAN

14-DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING;

DISTURBED AREAS IDLE/EXPOSED 30-DAYS SHALL BE STABILIZED WITH

PERMANENT VEGETATION.

12. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

INSTALLED IF DETERMINED NECESSARY BY ON-SITE INSPECTION.

13. THE CONTRACTOR SHALL COMPLETELY REMOVE ALL TEMPORARY EROSION

AND SEDIMENT CONTROL DEVICES (I.E. SILT FENCE, SEDIMENT TRAPS, ETC...)

AND TREE PROTECTION FENCING ONCE PERMANENT VEGETATION IS

ESTABLISHED.

14. THE CONTRACTOR IS RESPONSIBLE FOR MONITORING DOWNSTREAM

CONDITIONS THROUGHOUT THE CONSTRUCTION PERIOD AND FOR CLEARING

ANY DEBRIS AND SEDIMENT THAT IS CAUSED BY CONSTRUCTION ACTIVITIES.

15. ALL DISTURBED AREAS SHALL BEST BE STABILIZED AS REQUIRED BY THESE

PLANS BY THE SITEWORK CONTRACTOR AS SOON AS CONSTRUCTION PHASES

16. WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY

SPREAD OVER SEEDED AREA WITHIN 24-HOURS OF SEEDING.

17. DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED AS A

TEMPORARY COVER (Ds1). ON SLOPES 4:1 OR STEEPER, MULCH WILL BE

ANCHORED.

18. SILT FENCE SHALL MEET THE MINIMUM REQUIREMENTS OF SECTION 171

OF THE STATE OF GEORGIA DEPARTMENT OF TRANSPORTATION, STANDARD

SPECIFICATIONS, CURRENT EDITION, AND/OR GEORGIA EPD "GREEN BOOK"

AS AMENDED.

19. SEDIMENT STORAGE MAINTENANCE INDICATORS MUST BE INSTALLED IN

SEDIMENT STORAGE STRUCTURES, INDICATING THE 1/3 FULL VOLUME FOR

RETROFITS AND TEMPORARY SEDIMENT BASINS, AND THE 1/2 FULL VOLUME

FOR ALL OTHER SEDIMENT STORAGE STRUCTURES (I.E. CHECK DAMS, SILT

FENCE, ETC...).

20. ALL SEDIMENT STORAGE DEVICES ARE TO BE CONSTRUCTED COMPLETELY AND

FULLY OPERATIONAL PRIOR TO ANY OTHER CONSTRUCTION OR GRADING.

3. FULL COORDINATION SHALL BE MAINTAINED BETWEEN THE CONTRACTOR,

DESIGN PROFESSIONAL, AND THE REGULATORY INSPECTOR REGARDING

PROJECT SEQUENCE.

24. SEDIMENT SHALL NOT BE WASHED INTO INLETS. IT SHALL BE REMOVED FROM

THE SEDIMENT TRAPS AND DISPOSED OF AND STABILIZED SO THAT IT WILL NOT

ENTER THE INLETS.

26. THE CONSTRUCTION EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL

PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS

MAY REQUIRE PERIODIC TOP DRESSING WITH 1-3" STONE, AS CONDITIONS

DEMAND, AND REPAIR AND/OR CLEAN-OUT OF ANY STRUCTURES USED TO

TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED

FROM A VEHICLE OR FROM THE SITE ONTO PUBLIC ROADWAY OR INTO STORM

DRAINS MUST BE REMOVED IMMEDIATELY.

21. CONCENTRATED FLOW AREAS AND ALL SLOPES STEEPER THAN 2.5:1 WITH A

HEIGHT OF TEN FEET OR GREATER SHALL BE STABILIZED WITH APPROPRIATE

EROSION CONTROL MATTING AND BLANKETS.

22. ALL PERMANENT GRADED EARTH SLOPES, EXCAVATION OR EMBANKMENT

(CUT AND FILL), SHALL BE GRADED TO A MAXIMUM FINISHED SLOPE OF TWO

(2) FEET HORIZONTAL TO ONE (1) FOOT VERTICAL (MAXIMUM SLOPE 2H:1V).

23. ALL DISTURBED AREAS LEFT MULCHED AFTER 30-DAYS SHALL BE STABILIZED

WITH TEMPORARY GRASSING.

25. FAILURE TO INSTALL, OPERATE, OR MAINTAIN ALL EROSION CONTROL

MEASURES WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE JOB

UNTIL SUCH MEASURES ARE CORRECTED BACK TO THE APPROVED EROSION

CONTROL PLANS, I.E., MANDATORY STOP WORK ORDER!

PERMIT.

SHALL BE INSPECTED AT LEAST WEEKLY, AFTER EACH RAIN EVENT, AND REPAIRED

AS NECESSARY . THESE INSPECTIONS SHALL BE DOCUMENTED WITH COPIES

7. IN ADDITION TO THE NOTE ABOVE, EROSION AND SEDIMENT CONTROL MEASURES

SENT TO THE OWNER.

SECTION B-B

CURB INLET FILTER "PIGS IN BLANKET"

PLAN

SILT FENCE DETAIL INLET PROTECTION DETAIL

SILT FENCE - TYPE SENSITIVE

SIDE VIEW

FRONT VIEW

1. DESIGNATED WASHDOWN AREA AND EXCAVATE PIT LARGE ENOUGH

TO CONTAIN WASHDOWN WATER. THIS MUST BE AWAY FROM STORM

DRAINS AND WATERWAYS.

2. ADVISE CONCRETE TRUCK DRIVERS OF THE DESIGNATED WASH-OUT

AREAS BEFORE THEY START THE JOB.

3. WASHDOWN CHUTE, HOPPER, AND REAR OF VEHICLE ONLY. DO NOT

WASH OUT DRUM

4. ENSURE THAT ALL WASHDOWN WATER STAYS IN PIT.

5. DISPOSE OF SETTLED, HARDENED CONCRETE IN GARBAGE WITH

OTHER CONSTRUCTION DEBRIS.

6. NEVER DISPOSE OF WASHDOWN WATER IN STREETS, STORM DRAINS,

OR STREAMS.

CONCRETE WASHDOWN NOTES

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STAIRS WITH TYPE 2 HANDRAIL DETAIL

TYPE 1 EXTERIOR CONCRETE

RAMP WITH TYPE 1 HANDRAIL DETAIL

TYPE 1 EXTERIOR CONCRETE

64" CONC. SWITCHBACK RETAINING WALL DETAIL 48" CONC. SWITCHBACK RETAINING WALL DETAIL

18" HEADER CURB, TYP.

CONCRETE CURB STOP

ASPHALT PAVEMENT CROSS-SECTION

PERVIOUS CONCRETE DETAIL

CONCRETE SIDEWALK W/T.D.E. DETAIL

CONCRETE ROLL CURB DETAIL

CONCRETE PAVEMENT CROSS-SECTION

REFER TO SHEET C10.4 FOR

24" CURB & GUTTER DETAIL

CONCRETE SIDEWALK DETAIL

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HANDICAPPED PARKING SIGN DETAIL

HANDICAP PARKING SPACE DETAIL

WOOD GUARDRAIL DETAIL

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TTRENCH DRAIN DETAIL

REV H7001-110-162DWG

NO.

1 OF

1SHEET1:40SCALEDWG

SIZE A

3130 VERONA AVE

BUFORD, GA 30518

PHN (770) 932-2443

FAX (770) 932-2490

www.nyloplast-us.com

DRAIN BASIN WITH 2 FT X 2 FT ROAD & HIGHWAY

GRATE

QUICK SPEC INSTALLATION DETAIL

TITLE

PROJECT NO./NAME

MATERIAL

DATE

REVISED

BY

1-23-06DATE

EBCDRAWN BY

7-22-19

NMH

(4) ADAPTER

ANGLES

VARIABLE 0° - 360°

ACCORDING TO

PLANS

12" - 36"

18" MIN WIDTH GUIDELINE

8" MIN THICKNESS GUIDELINE

(2) VARIABLE SUMP DEPTH

ACCORDING TO PLANS

(6" MIN ON 12" - 24", 10" MIN ON 30"

& 12" MIN ON 36" BASED

ON MANUFACTURING REQ.)4" MIN ON 12" - 24"

6" MIN ON 30" & 36"

MINIMUM PIPE BURIAL

DEPTH PER PIPE

MANUFACTURER

RECOMMENDATION

(MIN. MANUFACTURING

REQ. SAME AS MIN. SUMP

EXCEPT FOR 36" BASIN.

36" DRAIN BASIN REQ.

2.25 FT FROM RIM TO TOP

OF PIPE)

(2) VARIABLE INVERT HEIGHTS

AVAILABLE (ACCORDING TO

PLANS/TAKE OFF)

NYLOPLAST 2 FT X 2FT ROAD & HIGHWAY STRUCTURE: 32 _ _ AGS _ _ X

1 - 12" - 30" FRAMES & GRATES SHALL BE DUCTILE IRON PER ASTM A536

GRADE 70-50-05.

2 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN

DETAILS.

3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO

ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),

N-12 HP, & PVC SEWER (4" - 36").

4 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO

DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING

NO. 7001-110-012.

5 - ROAD & HIGHWAY GRATE SHALL MEET H-20 LOAD RATING.

(1, 2) INTEGRATED DUCTILE IRON FRAME &

GRATE TO MATCH BASIN O.D.

(3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS

AVAILABLE: 4" - 36" FOR CORRUGATED HDPE

(ADS N-12/HANCOR DUAL WALL, ADS/HANCOR

SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),

PVC DWV (EX: SCH 40), PVC C900/C905,

CORRUGATED & RIBBED PVC

WATERTIGHT JOINT

(CORRUGATED HDPE SHOWN)

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE

PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED

TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC

LOADING, & OTHER APPLICABLE DESIGN FACTORS.

THIS PRINT DISCLOSES SUBJECT MATTER IN

WHICH NYLOPLAST HAS PROPRIETARY RIGHTS.

THE RECEIPT OR POSSESSION OF THIS PRINT

DOES NOT CONFER, TRANSFER, OR LICENSE THE

USE OF THE DESIGN OR TECHNICAL INFORMATION

SHOWN HEREIN REPRODUCTION OF THIS PRINT

OR ANY INFORMATION CONTAINED HEREIN, OR

MANUFACTURE OF ANY ARTICLE HEREFROM, FOR

THE DISCLOSURE TO OTHERS IS FORBIDDEN,

EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM

NYLOPLAST.

© 2013 NYLOPLAST

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