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8" CMU WALL HSS 4x4x1/4" - PRIME & PAINT 3/8" STEEL PLATE - PRIME & PAINT 1/4" (3) 3/4" DIA. HEADED STUDS w/ 6" MIN. EMBED TYP. 2"2"2"2"2"8"2" CL CL 2"8"2"25 A1.01 10"x5"x1/2" THICK STEEL PLATE 5/8" F1554 GR36 THREADED ROD EMBED MIN. 9" w/SIMPSON SET 3G SLAB EDGE PER 8/AS.02 3"3" MIN. 8" EMBED COLOR MATCHING PLUGACCESS HOLE w/5/8" DIA. F1554 GR36 THREADED ROD EMBED MIN. 8" w/ SIMPSON SET XP @32" O.C. CMU WALL PER 8/AS.02 1/4" 3 SIDES 1/4"3"3"HSS 5x5x5/16 TYP. EACH SIDE OF ENCLOSURE 8x8x16 CMU BLOCK, TYP. 1/2" X 8" A.B. -3 PER JAMB -ALIGN W/ MORTAR JOINTS HSS 3 1/2x2x1/4" JAMB -PRIME & PAINT HSS 2x2x3/16 GATE FRAME -TYP. @ EACH SIDES -PRIME & PAINT 18 GA. GALV. CORR. MTL. DECKING -PRIME & PAINT 1 1/2"X1 1/2"X3/16" STL ANGLE 4" X 4" FULL SURFACE HEAVY DUTY STEEL HINGES -"McKINNEY" 706 -1 1/2 PR. PER GATE LEAF -FIELD WELD 1/8" FILLET ALL CONTACTS -PRIME & PAINT STEEL PULL CONC. BLOCK, SEE STRUCTURAL DWGS 1/2" X 8" A.B. -3 PER JAMB -ALIGN W/ MORTAR JOINTS 3 1/2" X 2 1/2" X 3/16" HSS JAMB W/ END PLATE EA END SEAL WELDED -PRIME & PAINT 3" X 2 1/2" X 3/16" STL. ANGLE GATE FRAME -PRIME & PAINT 18 GA. GALV. MTL. DECKING -PRIME & PAINT STEEL GRAVITY LATCH -PRIME & PAINT 4" X 4" FULL SURFACE HEAVY DUTY STEEL HINGES -"McKINNEY" 706 -1 1/2 PR. PER GATE LEAF -FIELD WELD 1/8" FILLET ALL CONTACTS -PRIME & PAINT 1" A1.01 24 8" CMU WALL HSS 4x4x1/4" - PRIME & PAINT 3/4" HEADED STUD MIN.6"ASCDGB-36 22 GA. w/ #10 TO HIGH FLUTE @24" O.C. w/ NEOPRENE WASHERS, TYP. (PRIME & PAINTED BOTH FACES) BENT PL. 3/16"X3 1/2" W/ (2) 3/4" DIA. THRU BOLTS HSS 6"X2"X3/16" BEAM -PRIME & PAINT CLCL1 1/2"3"1"1/4" TYP. HSS 4"X4"X1/4" -PRIME & PAINT ASCDGB-36 22 GA. w/ #10 TO HIGH FLUTE @24" O.C. w/ NEOPRENE WASHERS, TYP. (PRIME & PAINTED BOTH FACES) 24 GA. METAL FASCIA SELF-TAPPING SCREW @ 12" O.C. MTL. CLOSURE - PAINTED HSS 6"X2"X3/16" BEAM W/ 3/16" END PLATES SEAL WELDED -PRIME & PAINT 1 1/2" BENT PL. 3/16"X3 1/2" W/ (2) 3/4" DIA. THRU BOLTS -PRIME & PAINT 1/4" 3 BOTH SIDES CLR. 2 1/4".CLCL1 1/2"3"1"ASCDGB-36 22 GA. w/ #10 TO HIGH FLUTE @24" O.C. w/ NEOPRENE WASHERS, TYP. (PRIME & PAINTED BOTH FACES) 24 GA. METAL FASCIA SELF-TAPPING SCREW @ 12" O.C. TS 6"X2"X3/16" BEAM - PRIME & PAINT 12" X 24" CA. APPROVED ACCESSIBILE PARKING SIGN W/ MIN. PARKING FINE STIPULATED - "SCOTCHLITE" REFLECTIVE SHTG. O/ .08" ALUM. PANEL - BLUE BACK- GROUND W/ WHITE BORDER, TEXT AND SYMBOLS 12" DIA. CONC. FTG. 2'-0"@ REGULAR ACCESS. STALL80" MIN.2"12"X9" CA. APPROVED "VAN ACCESSIBLE" SIGN - AT VAN ACCESSIBLE STALL - CONTRACTOR TO V.I.F. T.O. CONC. PAVING - S.C.D. 1 1/2" DIA. GALV. STL. POST @ VAN ACCESS. STALL80" MIN.A FEDERAL YELLOW 'ARMOR TILE' CAST IN PLACE/ SURFACE APPLIED, NON- SLIP, INLINE DOME TACTILE TILE BY ARMOR TILE (WWW.ARMOR-TILE.COM). INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. FLUSH JOINT DIRECTION OF TRAFFIC VERIFY1 3/8" ±0.2" HT.APPROX. 2.35"0.9" @ BASE 0.45" @ TOP CONCRETE SLAB 0.2" HT.EXPANSION ANCHOR FLUSH SEALANT WITH ADJACENT SURFACE CAST IN PLACE -SECTION A SURFACE APPLIED -SECTION A 36" MIN. DEPTHAPPROX. 2.35" TYPICAL PLAN WHITE PAINT FEDERAL STANDARD BLUE (595C) PAINT 3" WIDE WHITE PAINTED LINES NOTE: EACH ACCESSIBLE PARKING SPACE SHALL HAVE A 3'-0" X 3'-0" SQUARE INTERNATIONAL SYMBOL OF ACCESSIBILITY PAINTED AS SHOWN3'-0"3'-0" 4 '-0 "6 "6 "3 '-0 "8 1/2"3"2 1/2"3"A.C. PAVING #4 REBAR ANCHORING ROD -EPOXY GROUT @ CONCRETE PAVED INSTALL - CONTRACTOR TO VI.F. OPTIONAL SCORE JNT. SCORE JNT.EXPANSION JNT. NOTES DEEP SCORE TROWEL -3/4" DEPTH x 1/4" RAD. 4" CONCRETE SLAB W/ 10/10-6x6 WWF 1/4" FIBROUS EXPANSION JOINT FULL DEPTH OF SLAB -"THICKOL"-SEAL 1/4" BELOW TOP OF PAVING -CONT. @ 30' MAX. #3 SMOOTH DOWELS x 36" L. @ 24" O.C. (BREAK BOND AT ONE END)1/2"3/8" 4" CLASS II AGG. BASE OV. 90% COMPACTED SOIL -AS OCCURS 1.CONCRETE SHALL BE NATURAL GREY W/ BROOM FIN. TEXTURE 2.SLOPE ALL CONCRETE TO DRAIN, -MIN. PITCH OF 1/8" PER 1'-0" -MAX. PITCH OF 1/4" PER 1'-0" 3.SCORE JOINTS SHALL BE LOCATED @ 5'-0" O.C. MAX. 4.EXPANSION JOINTS SHALL BE INSTALLED AT EVERY THIRD SCORE JOINT. A1.01 4 A1.01 3 A1.01 8 6" CONC. CURB -S.C.D. 4" WIDE BOUNDARY STRIPING AT ACCESS AISLE -COLOR: BLUE -TYP. 4" WIDE INTERIOR STALL STRIPING -COLOR: WHITE -TYP. INTERNATIONAL SYMBOL OF ACCESSIBILITY PER CA. TITLE 24 STANDARDS -36"x36" WHITE FIGURE ON BLUE BACKGROUND -TYP. DETECTABLE WARNING - TRUNCATED DOMES -TYP. - SEE DETAIL 6"x3'-0" CONCRETE WHEELSTOP -TYP. OF 4 8'-0"9'-0"1:12 MAX SLOPE DN.9'-0"9'-0"5'-0"9'-0" PLANTER 2'-6"1'-0" 2% MAX. CROSS SLOPE NO PARKING 2% MAX. CROSS SLOPE TYP.3'-0"TYP.3'-0"NO PARKING 18'-0"1:12 MAX SLOPE DN.MIN. 4'-0"4'-0"FACE OF BUILDING PAINT WHITE LETTERS 12" HIGH - TYP. CONC. PAVING - S.C.D. VAN ACCESSIBLE ACCESSIBILITY -VAN SIGN -SEE DETAIL /5 A1.01 /3 A1.01 EQ.EQ. T.O. CONC. PAVING - S.C.D.(N.T.S.) 2'-0"TO BOTTOM OF SIGN80" MIN.2'-0"1” HIGH LETTERS (MIN.) - SEE ABOVE FOR TEXT SIGN AT DRIVEWAY, .08" ALUM. PANEL, BLUE BACKGROUND W/ WHITE LETTERING 12" DIA. CONC. FTG. 2"1 1/2" DIA. GALV. STL. POST 1'-6" UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLE MAY BE RECLAIMED AT CITY MANTECA POLICE DEPARTMENT OR BY TELEPHONING (209) 456-8101 15'-4"1'-4"3'-4"6'-8"A1.01 30 A1.01 28 A1.01 24 11'-4"PR. STEEL GATE DOORS W/ 18 GA. CORRUGATED VERT. STL. DECKING - PRIME & PAINT - SEE DETAIL /29 A1.01 6" CURB - TYP. 6" CONC. SLAB W/ #4 @ 18" E.W. - SLOPE TO DRAIN 1/4"/FT. 8X8X16 CONC. BLOCK - SOLID GROUT @ CELLS CONC. CURB - S.C.D. CONC. LANDING - S.C.D. CONC. CURB & GUTTER - S.C.D. STL. GATE W/ MORTISE LOCK 19 A1.01 ROOF ABOVE 20 A1.01 A.C. PAVING HSS COLUMN - PRIME & PAINT - TYP. - SEE DETAIL FOR COL. BASE 6"/30 A1.01 A1.01 21 HR-36 22 GA. REVERSED ROOFING PANEL W/ #10 SMS TO HIGH FLUTE W/ NEOPRENE WASHERS - TYP. - PRIME & PAINT BOTH FACES 6" CONC. SLAB W/ #4 @ 18" E.W. - SLOPE TO DRAIN 1/4"/FT. 8" CONC. BRICK CAP - TYP. PR. STEEL GATE DOORS W/ 18 GA. CORRUGATED VERT. STL. DECKING - PRIME & PAINT BOTH FACES 6" CONC. APRON - S.C.D. 8X8X16 CONC. BLOCK - SOLID GROUT @ CELLS 6" HSS COLUMN - PRIME & PAINT - TYP. - SEE DETAIL FOR COL. BASE /30 A1.01 6" CONC. SLAB W/ #4 @ 18" E.W. - SLOPE TO DRAIN 1/4"/FT. 8" CONC. BRICK CAP - TYP. 8X8X16 CONC. BLOCK - SOLID GROUT @ CELLS 6'-0"6" W. CONC. CURB W/ #4 CONT. CONC. PAVING - S.C.D.A.C. PAVING - S.C.D. 6"x12" STL PLATE LOCK RAIL - PRIME & PAINT CONC. BLOCK WALL 8" CONC. BRICK CAP - TYP. 3" x 2" x 3/16" HSS JAMB, PRIME & PAINT HR-36 22 GA. REVERSED ROOFING PANEL W/ #10 SMS TO HIGH FLUTE W/ NEOPRENE WASHERS - TYP. - PRIME & PAINT BOTH FACESHSS 4x4x1/4" - PRIME & PAINT - TYP. 3"X2 1/2"X3/16" HSS JAMB-FULL HEIGHT 4"X4" FULL SURF. HEAVY DUTY STL. HINGES "McKINNEY" 706 1-1/2 PER GATE LEAF- FIELD WELD 1/8" FILLET ALL CONTACTS STEEL GRAVITY LATCH 18 GA. GALV. MTL. DECK'G- TACK WELD EA. FLUTE @ FRAME- PRIME & PAINT CONC. BLOCK WALL 1/2" DIA. STL. ROD CANE BOLT-FIELD VERIFY LENGTH 8" CONC. BRICK CAP - TYP. HR-36 22 GA. REVERSED ROOFING PANEL W/ #10 SMS TO HIGH FLUTE W/ NEOPRENE WASHERS - TYP. - PRIME & PAINT BOTH FACES 1/2"/1'-0"A1.01 4 A1.01 3 A1.01 8 5'-0"10'-0"12'-0"9'-0"5'-0"9'-0" 2% MAX. CROSS SLOPE NO PARKING1:12 MAX SLOPE DN.5'-0"TYP.3'-0"TYP.3'-0"2% MAX. CROSS SLOPE NO PARKING1:12 MAX SLOPE DN.5'-0" PAINT WHITE LETTERS 12" HIGH - TYP. FUTURE E.V. CHARGING STATION - TYP.CONC. PAVING - S.C.D. PLANTER - S.L.D. CLEAN AIR/VAN POOL/EV CLEAN AIR/VAN POOL/EV2'-6"1'-0" CONC. CURB - S.C.D. FALIOFC September 2021 S STAT EERIILC WCEN HO C28388 AIRNLEWOIT ARCHED AILLI M E CTChecked By: Drawn By: Project No.: LDA Partners, Inc. Designers & Architects 222 Central Court Stockton, CA 95204 209.943.0405 www.ldapartners.com Client: Project: Architect: 9090 Union Park Way Elk Grove, CA.6/3/2021 4:40:51 PMSITE DETAILS A1.01 Author Checker 727-01-18 PERMIT SUBMITTAL #2 06/02/2021 MACHADO SPORTS PARK 1020 MARSH CREEK EBMA INVESTMENTS ###.###.#### MANTECA, CA, 95336 1 1/2" = 1'-0"A1.01 30 CANOPY COLUMN BASE 1 1/2" = 1'-0"A1.01 24 STEEL GATE JAMB 1 1/2" = 1'-0"A1.01 28 STEEL. DOOR JAMB 1 1/2" = 1'-0"A1.01 29 TRASH ENCLOSURE GATE LATCH 1 1/2" = 1'-0"A1.01 25 COLUMN BASE TO CMU 3" = 1'-0"A1.01 27 HSS COL. TO BEAM 3" = 1'-0"A1.01 26 CANOPY RAKE 3" = 1'-0"A1.01 21 CANOPY OVERHANG 1/2" = 1'-0"A1.01 3 DISABLED PARKING SPACE SIGN 3" = 1'-0"A1.01 5 TRUNCATED DOMES 3/4" = 1'-0"A1.01 4 PAINTED ACCESSIBLE SYMBOL 1" = 1'-0"A1.01 8 WHEEL STOP 1" = 1'-0"A1.01 10 EXPANSION & SCORE JOINTS 1/8" = 1'-0"A1.01 7 ACCESSIBLE PARKING STALLS 1/2" = 1'-0"A1.01 9 UNAUTHORIZED PARKING SIGN 1/4" = 1'-0"A1.01 17 TRASH ENCLOSURE PLAN 3/8" = 1'-0"A1.01 20 TRASH ENCLOSURE SECTION 2 3/8" = 1'-0"A1.01 19 TRASH ENCLOSURE SECTION 1 1/4" = 1'-0"A1.01 18 Drafting 3 1/4" = 1'-0"A1.01 13 Drafting 3 Copy 1 1/4" = 1'-0"A1.01 22 TRASH ENCLOSURE ROOF PLAN No. Description Date By 1 PLAN CHECK #1 05-05-2 021 DV 2 PLAN CHECK #2 06-02-2 021 DV 1 1 1 1/8" = 1'-0"A1.01 6 ACCESSIBLE PARKING AT E.V. CHARGING STALLS 2 6/8/2021, 1:58:25 PM 21-0396 LUMEN ARCEO