3-6" S101 INCHES[MILLIMETERS] 5/8"Ø 304 STAINLESS STEEL BAR 5/8"Ø 6063 ALUMINUM BAR 5/8"Ø 360 BRASS BAR 5/8"Ø 385 ARCH BRONZE BAR 5/8"Ø BAR BEND

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1 WAGNER #S101 BRACKET SADDLE 2 2" " (1.66 O.D.) GALV. STEEL PIPE GRAB RAIL. FASTENED TO BRACKET SADDLE W/ 2 - S.S. SELF TAPPING SCREWS. WAGNER #R " BRACKET ARM WELDED TO EACH POST AND BRACKET SADDLE ATTACHED HOT DIP AFTER FABRICATION. FINISH COLOR SAME AS POST. 3'- 1' - 9" 3'-0" 4'- CONC. PAVING W/ LIGHT BROOM FINISH WAGNER #2527 HEAVY BASE FLANGE, STEEL, FOR 1.6 DIAM., SURFACE MNT. MILL FIN. W/SET SCREWS. 1 4" 1 (1.66 O.D.) SCH. 40 STEEL WELDED PIPE HANDRAILS & POSTS. HOT DIP GALV.ANIZED AFTER FABRICATION. POWDER COATED FINSH COLOR SAME AS BUILDINGS. SUBMIT COLOR SELECTION TO OWNER FOR VERIFICATION AND APPROVAL. 3- COPED & WELDED 1'-0" HAND RAIL DETAIL-ALTERNATE HAND RAIL w/ GRAB RAILS ATTACHED WAGNER # G36-SNC 3" O.D X 6 " LONG POST SLEEVE. ANCHOR POST WITH NON-SHRINK GROUT. SEE SHEET WALL DETAIL C4.0 4" CONCRETE SLAB W/6 X 6 W.M..M OVER 4" G.A.B. COMPACTED TO 90% STD. PROCTOR B RAMP LANDING EMBEDMENT MOUNT A Ø.38 WAS Ø.44 CENTER HOLE 07/25/05 RJF B 1'-0" 11/2" PIPE STANDARD RADIUS ADDED BOTH ENDS TYP. TOP OF WALL BASE FLANGE 02/15/06 0- TOP OF RAMP END OF HAND RAIL PROFILE AND POST SPACING DETAIL RJF STANDARD DETAILS HANDRAILS R140 S101 NOTE: ENDS UNTRIMMED 5/8"Ø 304 STAINLESS STEEL BAR 5/8"Ø 6063 ALUMINUM BAR 5/8"Ø 360 BRASS BAR 5/8"Ø 385 ARCH BRONZE BAR INCHES[MILLIMETERS] R150 R250 R160 R GA. 304 STAINLESS STEEL SHEET S (3003) ALUMINUM SHEET S (260) BRASS SHEET S (280) MUNTZ METAL S105 5/8"Ø BAR BEND HANDRAIL BRACKET SADDLE 5/8"Ø COLD ROLLED STEEL BAR 12 GA. HRP&O STEEL SHEET 11/20/98 1/20/06 RJF RDC HAND RAIL POST SLEEVE MILL HAND RAIL STEEL BAR ALTERNATE.51 LBS R140 MILL.07 LBS HAND RAIL BRACKET SADDLE ALTERNATE S101 B 11/23/2018 C-5.0

2 CLR. SEE CONCRETE WALL DETAIL SHEET C5.0 3'- 1' - 9" 4'- G.A.B., TYP. 4'-0" CONCRETE RAMP PAVEMENT, TYP " (1.66 O.D.) SCH. 40 STEEL WELDED PIPE HANDRAILS & POSTS. HOT DIP GALV. AFTER FABRICATION CONC. PAVING W/ LIGHT BROOM FINISH WAGNER # G36-SNC 3" O.D X 6 " LONG POST SLEEVE. ANCHOR POST WITH NON-SHRINK GROUT. SEE HAND RAIL PROFILE DETAIL SHEET C5.0 4" CONCRETE SLAB W/6 X 6 W.M..M OVER 4" G.A.B. COMPACTED TO 90% STD. PROCTOR NOTE: SEE SITE PLAN SHEET C1.0 FOR WIDTH OF RAMP AND PAVEMENT JOINT REQUIREMENTS 0'-2" CLR. TYP. SCALE: NTS WAGNER #2527 HEAVY BASE FLANGE, STEEL, FOR 1.6 DIAM., SURFACE MNT. MILL FIN. W/SET SCREWS. 4" CONCRETE SLAB W/6 X 6 W.M..M OVER 4" G.A.B. COMPACTED TO 90% STD. PROCTOR # 4 REBAR CONTINUOUS EXPANSION JOINT AT TIE-IN TO OTHER STRUCTURES 4" COMPACTED G.A.B. 95% STD. PROCTOR 12" MIN. 12" min. HEIGHT SEE WALL PROFILES SHEET C3.0 8" 3" CLR. VERT. REINF = DOWEL WHEN HT<5' 4" WEEP HOLES TOE = 4" 1.5" X 8" BENT DOWELS # 18" CAMBER 1/4":1'-0" 3 4 " BASE = 1'-9" 3" 4" 8" WALL CONSTRUCTION NOTES 1. Concrete 3000 psi 2. Reinforcing grade Provide 4" dia. continuous drain tile with positive outlet each end and with rodent guards. 4. Provide 15" wide 2 3 HT. of continuous gravel strip behind wall. 5. Compact backfill 95% standard proctor. use small or hand held equipment near wall. allowable soil toe must be =or greater than 900 psf. 2" CLEAR EXPANSION JOINT 4" DRAIN TILE 3 4" RETAINING WALL CONCRETE RAMP EXPANSION JOINT TEMP. REINF. 12" LAP 32 BAR DIA. AT SPLICES FOOTING 18"X1'-3" # 4 SUPPORT BARS AT 3'-0" C/C MAX LAP 1 AT SPLICES.4 MINIMUM EXPANSION JOINT JOINT SEALANT VERT. REINF = DOWEL WHEN HT<5' TEMP. REINF. 12" LAP 32 BAR DIA. AT SPLICES TOP OF BASE PLASTIC EXPANSION JOINT CAP FIBER EXPANSION JOINT EXPANSION JOINT DETAIL CONCRETE WALL DETAIL,TYP CONCRETE RAMP STANDARD DETAILS 11/21/2018 C4.0

0.88' 0.99' 1.80' 1.29' (30'-0") MAXIMUM RAMP RUNS @ 1:12 MAXIMUM SLOPE WITH FIVE FEET TYPICAL LANDING() 1.58'1.53' 1.40' 1.64' 1.50' 1.

3 0.88' 0.99' 1.80' 1.29' (30'-0") MAXIMUM RAMP 1:12 MAXIMUM SLOPE WITH FIVE FEET TYPICAL LANDING() 1.58'1.53' 1.40' 1.64' 1.50' 1.50' 1.50' WALL/RAMP PROFILES (30'-0") MAXIMUM RAMP 1:12 MAXIMUM SLOPE WITH FIVE FEET TYPICAL LANDING() LANDING NO.4 LANDING NO.1 LANDING NO.2 LANDING NO.3 (30'-0") MAXIMUM RAMP 1:12 MAXIMUM SLOPE WITH FIVE FEET TYPICAL LANDING() 11/21/2018 C-3.0

4 STANDARD EROSION CONTROL NOTES: CONSTRUCTION EXIT '-4" 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. 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. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING. PRIOR TO LAND-DISTURBING ACTIVITIES, THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE AREA EROSION CONTROL INSPECTOR. ANY DISTURBED AREA LEFT IDLE FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING; DISTURBED AREAS IDLE 30 DAYS SHALL BE STABILIZED WITH PERMANENT VEGETATION. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST WEEKLY, AFTER EACH RAIN, AND REPAIRED AS NECESSARY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DETERMINED NECESSARY BY ON-SITE INSPECTION. 11'-4" TYPICAL LANDING() EXISTING TRANSFORMER NOTE TO CONTRACTOR: EXISTING CHAIN LINK FENCE FABRIC SHALL BE REMOVED, STORED, REPAIRED AND RE-INSTALLED AS REQUIRED DURING CONSTRUCTION. GRADING PLAN TYPICAL LANDING() 34.61' DEMOLITION AREA CONCRETE FILL AREA BETWEEN EXTERIOR WALLS RELIEF MAX. 30'-0" RAMP RUN 11/23/2018 C-2.0

ASPHALT DRIVE 1 CRUSHED STONE CONSTRUCTION EXIT EXIT DIAGRAM STANDARD EROSION CONTROL NOTES: THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT

5 ASPHALT DRIVE 1 CRUSHED STONE CONSTRUCTION EXIT EXIT DIAGRAM STANDARD EROSION CONTROL NOTES: 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. 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. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING. PRIOR TO LAND-DISTURBING ACTIVITIES, THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE AREA EROSION CONTROL INSPECTOR. ANY DISTURBED AREA LEFT IDLE FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING; DISTURBED AREAS IDLE 30 DAYS SHALL BE STABILIZED WITH PERMANENT VEGETATION. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST WEEKLY, AFTER EACH RAIN, AND REPAIRED AS NECESSARY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DETERMINED NECESSARY BY ON-SITE INSPECTION. CONSTRUCTION EXIT 11'-4" TYPICAL LANDING() EXISTING TRANSFORMER 2'-4" NOTE TO CONTRACTOR: EXISTING CHAIN LINK FENCE FABRIC SHALL BE REMOVED, STORED, REPAIRED AND RE-INSTALLED AS REQUIRED DURING CONSTRUCTION. ENTRANCE ELEVATION - TYPE NON-SENSITIVE SIDE VIEW FRONT VIEW GRADING PLAN /23/2018 C-2.0

6 LANDING NO. 1 BEG. WALL LEFT SIDE 4'-0" BEG. PROPOSED HC RAMP CONTRACTOR TO PROVIDE EXPANSION JOINT ALONG EXTERIOR WALLS AND FILL WITH 4" CONCRETE. 2'-4" LANDING NO. 3 LANDING NO. 2 11'-4" CONTRACTOR TO PROVIDE EXPANSION JOINT ALONG EXTERIOR WALLS AND FILL WITH 4" CONCRETE. TYPICAL LANDING() RELIEF LANDING TO BE 30'-0" MAXIMUM RAMP RUN EXISTING TRANSFORMER 4.00' NOTE TO CONTRACTOR: EXISTING CHAIN LINK FENCE FABRIC SHALL BE REMOVED, STORED, REPAIRED AND RE-INSTALLED AS REQUIRED DURING CONSTRUCTION. SITE PLAN END PROPOSED HC RAMP END WALL RIGHT SIDE END RAIL RIGHT SIDE LANDING NO. 4 END WALL LEFT SIDE TYPICAL LANDING() 34.61' SAW CUT AND REMOVE EXISTING CONCRETE. RECONSTRUCT WITH CONCRETE RAMP 4'-0" WIDE PAVEMENT W/ 12" CONCRETE TRANSITION AREA (TYP.) PER ADA MINMUM STADARDS. DEMOLITION AREA CONCRETE FILL AREA BETWEEN EXTERIOR WALLS RELIEF MAX. 30'-0" RAMP RUN 11/20/2018 C-1.1

7 ASPHALT DRIVE LANDING NO. 1 BEG. WALL RIGHT SIDE ' BEG. RAIL RIGHT SIDE 8.75' BEG. WALL LEFT SIDE PAVED AREA TO BE REMOVED AND/OR REPLACED AS REQUIRED CONTRACTOR TO PROVIDE EXPANSION JOINT ALONG EXTERIOR WALLS AND FILL WITH 4" CONCRETE. 4'-0" 2'-4" BEG. PROPOSED HC RAMP LANDING NO. 3 CONTRACTOR TO PROVIDE EXPANSION JOINT ALONG EXTERIOR WALLS AND FILL WITH 4" CONCRETE. SITE PLAN LANDING NO. 2 11'-4" TYPICAL LANDING() RELIEF LANDING TO BE 30'-0" MAXIMUM RAMP RUN EXISTING TRANSFORMER 4.00' NOTE TO CONTRACTOR: EXISTING CHAIN LINK FENCE FABRIC SHALL BE REMOVED, STORED, REPAIRED AND RE-INSTALLED AS REQUIRED DURING CONSTRUCTION. END PROPOSED HC RAMP END WALL RIGHT SIDE END RAIL RIGHT SIDE LANDING NO. 4 11/20/2018 C-1.0

FACILITY PROJECT TEAM: VICINITY MAP NTS OWNER - NAME: ADDRESS: 3667 MAIN STREET. COLLEGE PARK,GA. 30337 CONTACT PERSON: EMANUEL RAINEY, DIRECTOR TEL. #: 404-669-3767 ENGINEER - NAME: ENTERPRISES,INC.

ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL AND LOCAL CODES. 3645 COLLEGE STREET, COLLEGE PARK,GA. 30337 MAYOR JACK P.

ALL MATERIALS AND CONSTRUCTION METHODS TO BE IN ACCORDANCE WITH THE FULTON COUNTY AND GEORGIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. 3.

8 FACILITY PROJECT TEAM: VICINITY MAP NTS OWNER - NAME: ADDRESS: 3667 MAIN STREET. COLLEGE PARK,GA CONTACT PERSON: EMANUEL RAINEY, DIRECTOR TEL. #: ENGINEER - NAME: ENTERPRISES,INC. ADDRESS: 3707 MAIN STREET, SUITE. NO. 15, COLLEGE PARK,GA CONTACT PERSON: HERBERT HUMPHREY,P.E. TEL. #: GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL AND LOCAL CODES COLLEGE STREET, COLLEGE PARK,GA MAYOR JACK P. LONGINO COUNCIL AMBROSE CLAY, WARD I DERRICK TAYLOR, WARD II TRACEY WYATT, WARD III RODERICK GAY, WARD IV COVER SHEET 2. ALL MATERIALS AND CONSTRUCTION METHODS TO BE IN ACCORDANCE WITH THE FULTON COUNTY AND GEORGIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. 3. THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR LOCATIONS SHOWN AND IT SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO VERIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 4. CONTRACTOR IS RESPONSIBLE FOR NOTIFICATIONS AND LIAISON WITH UTILITY COMPANIES IN THE PROCESS OF LOCATING, RELOCATION AND TIE-ON TO PUBLIC UTILITIES. 5. ALL CONSTRUCTION MUST CONFORM TO PROJECT MANUAL, STANDARDS AND SPECIFICATIONS. 6. IN THE CASE OF UNFORESEEN CONSTRUCTION COMPLICATIONS OR DISCREPANCIES, THE CONTRACTOR IS TO NOTIFY THE ENGINEER IMMEDIATELY, BEFORE PROCEEDING WITH CONSTRUCTION OF THE PROBLEM AREA. THE ENGINEER WILL THEN RENDER A DECISION WITHIN 48 HOURS. IF THE REVISION REQUIRES RE-PERMITTING, THE CONTRACTOR MUST ALLOW COORDINATION TIME AT NO COST TO THE OWNER OR ENGINEER. 7. IN THE CASE OF CONSTRUCTION CHANGES, THE CONTRACTOR IS TO NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION CHANGES. THE ENGINEER WILL THEN RENDER A DECISION WITHIN 48 HOURS. IF THE REVISION REQUIRES RE-PERMITTING, THE CONTRACTOR MUST ALLOW COORDINATION TIME FOR DESIGN AND COMPENSATION AS REQUIRED.. CITY MANAGER TERRENCE R. MOORE DIRECTOR EMMANUEL RAINEY CONFORMED SET FOR CONSTRUCTION SHEET INDEX SHEET NO. SHEET TITLE S.0.0 C.1.0 C.1.1 C.2.0 C.2.1 C.3.0 C.4.0 C.5.0 COVER SITE PLAN- SITE PLAN - RECONSTRUCTED WALKWAY GRADING PLAN- GRADING PLAN - RECONSTRUCTED WALKWAY WALL/RAMP PROFILES STANDARD DETAILS STANDARD DETAILS 11/23/2018 S-0.0

BADGETT STADIUM FACILITY

BADGETT STADIUM FACILITY FACILITY PROJECT TEAM: VICINITY MAP NTS OWNER - NAME: ADDRESS: 3667 MAIN STREET. COLLEGE PARK,GA. 30337 CONTACT PERSON: EMANUEL RAINEY, DIRECTOR TEL. #: 404-669-3767 ENGINEER - NAME: ENTERPRISES,INC. ADDRESS: