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2"SQ.GALV.TUBE STEEL LOCK AND LEVER ON TRACE OF PANIC HDWR.&ROD- GATE FRAME TOP-POWDER OPPOSITE SIDE-SEE SPECS. SEE DOOR SCHED. COAT,TYP. AUTOMATED SLIDING STEEL GATE-POWDER COAT t 1"SQ.x 14 GA.TUBE I> x � Ax� 00 OPENING SIZE PER PLAN (VIF) STEEL @ 5"O.C. x >00 1 00 3/16"TH.STL.MESH-POWDER COAT-TYP -POWDER COAT,TYP. x >00 4"X 4"STL TUBE FENCE ARCHITECTURE AX) AXI x NOMINAL GATE LENTH(VIF) POST PER PLAN-POWDER 1'-0" MIN. 1"x1"x3/16"STL.ANGLE-POWDER COAT-TYP 3" 11 GA.STEEL TUBE GATE x � xxi 2"x2"x1/4"T.S.GATE FRAME VERTICALS TYP. x � !t >00 C COAT 3/4"O.C. 1/4" FRAME-TYP @ TOP& CAP @ TOP&BOTTOM x � >00 EXPANDED METAL SCREEN SIDES. ON VERTICALS-POWDER x W/DIAMOND DESIGN COAT,TYP. o o @ INSIDE FACE OF ENTIRE EXPANDED METAL SCREEN ^ ^ I GATE-POWDER COAT W/DIAMOND PATTERN I RUBBER SAFETY BUMPER r ARCHITECT (AT ALL GATES).WELD TO >00 RAILS AND AT EDGES-POWDER x PER SPEC COAT,TYP. x00 BOTTOM RAIL PER SPEC D NJ ASSOCIATESBENDER Kx a EXPANDED METAL SCREEN x � I STEEL ROLLER PER a a a a ACAMPO CA 95220 MANUFACTURER TRACE OF W.I.FENCE W/DIAMOND PATTERN x � K a 209.727.2040 TO EXTEND T-0"BEYOND X 18 19 SLIDING GATE Qo www.njaarchitecture.com HSS4"x4"x1/4"COL.-POWDER COAT GATE-POWDER COAT(TYP. A1.4 A1.4 TRACK-POWDER COAT EA.SIDE) 4"X 4" FULL SURFACE HEAVY DUTY STEEL CLIENT HINGES-"McKINNEY"706 11 GA.STEEL TUBE GATE 10 NOTE: - 1 1/2 PR.PER GATE LEAF-FIELD WELD BOTTOM/KICKPLATE- 15 GATE PICKETS AND RAILS TO BE PLUMB AND LEVEL,B.O. III JOE HADDAD A1.4 =71INN111 —��1/8" FILLET ALL CONTACTS-POWDER COAT POWDER COAT,TYP. A1.4 GATE TO FOLLOW SLOPE OF FINISH GRADE.REFER TO III_ P.O.BOX 484 2x6 T.S.BELOW-POWDER COAT GRADING PLANS FOR FURTHER INFO. 11 =1 1=1 1=1 1= 1= 1= 1= = =III=III= = =III=III=1 =1 =1 1= WALNUT GROVE CA 95690 13 GATE DOORJAMB AND HINGE 9 METAL GATE ELEVATION 5 SLIDING GATE ELEVATION , BORDER GROOVES 415.517.9686 A 3"=1'-0" A1.4 1/2"=1'-0" A1.4 1/4"=1'-0" A 3"=1'-0" L 4"x1/4" PROJECT BOLTED CONNECTION LODI BOWLING + + + TO GUIDE POST 302NSACRAMENTOSTREET STL POST-REFER TO FIXED BOLLARD- LODI CALIFORNIA 95240 STL POST- STRUCT.FOR FOOTING TYP REFER TO STRUCT. GUIDE ROLLER(TYP.2) FOR FOOTING FACE OF CURB BELOW ROLLING GATE W/INTERIOR 4"x8"�"T.S.HDR.-POWDER COAT ONLY EXPANDED METAL ELEVATION/SECTION SCREEN W/DIAMOND TRACE OF STL.ROD, PATTERN,WELD TO RAIL AND ACTIVATED BY PANIC HDWR. ENTRY PEDESTAL CONC.CURB-SEE CIVIL B/C4.0 POST AND AT ALL EDGES, -SEE DOOR SCHED. THEN POWDER COAT-TYP. PROVIDE HOLE-ROD DIA-+4" -POWDER COAT N A.C.PAVING OV. + 1/8"THICK STEEL PLATE Q w BASE-SEE CIVIL m WELD ON ALL SIDES-POWDER COAT GRADE ° aid° . oc PUSH BAR 13 Q B 4.0 PANIC HARDWARE x + GUIDE ROLLER(TYP.2) x X A1.4 ALIGN BOLLARDS ° 2x2x1/4T.S.GATE FRAME o 0 4" STEEL POST. -POWDER COAT WELDED METAL SIZE PER SPEC. -TYP @ TOP&SIDES. STRIKE GUIDE 3 SCREEN X x + 1 x1 x16 STL.ANGLE-POWDER COAT-TYP 18 GA.METAL PANEL W/RUBBER ON INSIDE OF GATE oa BUMPER 6"TH.STL.MESH-POWDER COAT-TYP -POWDER COAT PEDESTAL PLAN FOUNDATION - 2x2 T.S.COL.BELOW-POWDER COAT (DRIVEWAY SIDE) ,8 ROLLING GATE GUIDE POSTS ,4 GATE DOOR HEADER ,0 METAL GATE PANIC HARDWARE 6 SLIDING GATE PEDESTAL PLAN 2 CONCRETE CURB A1"=1'-0" A 3"=1'-0" A A 1/2"=1'-0" A 1"=1'-0" A A 1"=1'-0" n "SQ.GALV.TUBE �o 2"SQ.GALV.TUBE STEEL STEEL METAL GATE- FENCE TOP RAIL ENCE TOP RAIL POWDER COAT -POWDER COAT,TYP. POWDER COAT,TYP. SITE WALL/FENCE 1"SQ.x 14 GA.TUBE (WHERE STEEL @ 5"O.C. 5 2x2 T.S.COL.BELOW-POWDER COAT APPLIES) -POWDER COAT,TYP. 2"X 8"X416"STEEL TUBE s"TH.STL.MESH-POWDER COAT-TYP 1"SQ.x 14 GA.TUBE BOTTOM RAIL-POWDER COAT 4"X 4"TUBE STEEL POST TEEL @ 5"O.C. 6' V-GROOVE WHEEL-SOLID o 0 4"CONC.SLAB W/#4 3" MIN. 1/2" R.-TYP CONC.CURB W/ STEEL W/SEALED BEARINGS- 1 x1 x e STL.ANGLE-POWDER COAT-TYP @ 8'-0"O.C.-POWDER POWDER COAT,TYP. REBAR @ 24"O.C.E.W. KEY-SEE CIVIL POWDER COAT COAT,TYP. ^ C/C4.0 GALV.3"CHANNEL 4.1#/FT.W/ N A.C.PAVING OV. 1V'X 11/4"X416"THICK 2"SQ.GALV.TUBE STEEL "X 4"TUBE STEEL POST w ANGLE IRON CONT. �,d— - — - — _ � BASE-SEE CIVIL FENCE BOTTOM RAIL _ d r °°o aC TRACK-POWDER COAT 2x10x4T.S.GATE FRAME -POWDER COAT, 8'-0"O.C.-POWDER a 4 _ Q B/C4.0 ADJACENT SURFACE PER CIVIL @ BOTT.ONLY-POWDER COAT OAT,TYP. _ _ ARCHITECTS STAMP "SQ.GALV.TUBE STEEL 7( ENCE BOTTOM RAIL � � 1� i,•, h.:'•``_<,�=',''•;y, a°_ .-a_ : - - --- - - - - - - - - - --CONTINUOUS CONCRETE 12" DIA.X 3'-6"CONC.FTG.- GRA _ d r POWDER COAT,TYPBAS Er " a `' -"BOND BEAM 2500 PSI,5 SACK/YARD MIN. GRADE GRADE � CIVIo 1"MAX.ASTM C33 C/C ; _ _ IERRA GALV.#4 REBAR HOOKS 24" AGGREGATES,0.60 MAX. —z 12" DIA.X T-6"CONC.FTG.- O.C.WELDED TO B.O. WATER/CEMENT RATIO _ z C-35199 J d 500 PSI,5 SACK/YARD MIN. CHANNEL-6"MIN. U a - x 1 MAX.ASTM C33 j oOIL�€NEI�F °o ;;f; :.i• . N 10-31-2019 Q "' GGREGATES,0.60 MAX. Q , C.C� RENEWAL . IJ9� SATE Q= 2#4 BAR CONTINUOUS NATER/CEMENT RATIO 1 DRAIN ROCK �C]� CA11�� RAIN ROCK • 1 0 MIN. ROLLING GATE V-TRACK GATE DOOR THRESHOLD METAL FENCE SECTION MIN• METAL FENCE ELEVATION CONCRETE CURB AND SIDEWALK REVISIONS 19 15 11 7 3 No. Description Date By A 1"=1'-0" A1.4 3"=1'-0" A A 1/2"=1'-0" A 1/2"=1'-0" A 1"=1'-0" 4:0 1 f DEEP SCORE TROWEL 15.0 -3/4"DEPTH x 1/4" RAD. 3 5/8" DIA.ANCHORING HOLES-TYP. Project No.: 17028 �- 3x2n0 j 80.0 + 1 6 4"CONCRETE SLAB 1 o a a o a a RAIf /ER ` ~�f #3 REBAR p Drawn By: Author 5;4 _ , Q 1/4" FIBROUS EXPANSION JOINT FULL DEPTH OF 3 Checked By: JV f 1'r fl. SLAB-"THICKOL"-SEAL 1/4" BELOW TOP OF 34.0 0 PAVING-CONT. 4,1°0 OPTIONAL SCORE JNT. N 3 .5 3"ASPHALT CONC.PAVING OV.6"GRAVEL BASE (3)#4 REBAR 3/ " #3 SMOOTH DOWELS x 36" L.@ CONTINUOUS N 24"O.C.(BREAK BOND AT ONE "CAPITOL" BICYCLE RACK BY"FORMS+SURFACES"OR � SEE SITE PERMIT SET EQUAL-SEE SITE PLAN FOR LOCATIONS END) PLAN FOR PAVING 8,17,18 ATTACH BICYCLE RACK TO BASE PLATE W/5/16"-18 X 1" MATERIAL '- d• a ^ - - _ o -a a p -c v - o a a v a o a a o a a TAMPER-RESISTANT FLATHEAD CAP SCREW THRU EA. 0 000 ° a ° a • o a p • . NOTES - a a HOLE USING 3/16" HEX BIT 1• CONCRETE SHALL BE NATURAL 000 0 GREY W/BROOM FINISH TEXTURE n - - ® APEX" LITTER&RECYCLING RECEPTACLE BY"FORMS+SURFACES"OR ° a ° EQUAL-SEE SITE PLAN FOR LOCATIONSTTSTH 1 P 2 SLOPE ALL CONCRETE TO DRAIN, #4 REBAR SITE DETAILS ° _ a d ATTACH BASE PLATE W/1/2"S.S.FLAT WASHER THEN 1/2" - - ° o ° a D ° -a MIN.PITCH OF 1/8 PER 1 0 ANCHORING RO ATTACH RECEPTACLE W/1/2"S.S.LOCK WASHER THEN 1/2"S.S.FLAT °:a S.S.LOCK WASHER THEN 1/2"-13 X 1 1/2"TAMPER- — TTSTTSTT -MAX.PITCH OF 1/4" PER 1'-0" o -9"MINIMUM WASHER& 1/2" NYLON FLAT WASHER ONTO 1/2"-13 X 1 1/2"TAMPER- RESISTANT BUTTON HEAD CAP SCREW 3• SCORE JOINTS SHALL ° a EMBEDMENT RESISTANT BUTTON HEAD CAP SCREW -DRILL&EPDXY DRILL 5" DEEP X 7/8" DIA.ANCHOR HOLE&FILL 5/8 OF MATERIAL UNDER CONC BE LOCATED @ T-0"O.C.MAX. o o GROUT @ CONCRETE DRILL 5" DEEP X 7/8" DIA.ANCHOR HOLE&FILL 5/8 OF HOLE DEPTH W/EPDXY HOLE DEPTH W/EPDXY PAD SHALL BE COMPACTED SCORE JNT. EXPANSION JNT. 4. EXPANSION JOINTS SHALL BE ° a PAVED INSTALL. 1/2"-13 X 5" EPDXY ANCHOR INTO ANCHOR HOLE 1/2"-13 X 5" EPDXY ANCHOR INTO ANCHOR HOLE TO 90%RELATIVE COMPACTION INSTALLED AT EVERY THIRD SCORE FOR A DEPTH OF 6" CONCRETE SIDEWALK CONCRETE SIDEWALK JOINT. 20 SURF. MOUNT. TRASH RECEPTACLE ,6 SURFACE MOUNTED BICYCLE RACK 12 CONC. TO ASPHALT 8 CONTROL JOINTS 4 CONCRETE WHEEL STOPAl *4 A1.4 1/2"=V-0" A1.4 1"=1'-0" A1.4 1"=1'-0" A1.4 1"=1'0" A1.4 1"=1'0" n ao