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HomeMy WebLinkAbout5841-183 ao n N a L) METAL NOTES: SINGAGE NOTES: ALL CONNECTORS TO BE CONTINUOUS WELDED. CONTRACTOR TO SUBMIT 16' 1 p'-9" REMOVE ALL SLAG & SPLATTER AND GRIND ALL SIGNAGE SHOP DRAWING iv WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED FOR APPROVAL f�NO 10NOM PLANS NAL� o O 6"x10" TUBULAR STEEL BEAMS. OI ti AND PENCE PLANS O1 STONE VENEER AND CAP BY CORONADO STONE. E 5 CAP FLUSH W/ FACE OF WALL ON ALL SIDES, ,�hof SLOPE TOP TO DRAIN. © TO CREATE A 75" SQ. USING 20"X17" r _ O2 HORIZONTAL PROJECT SIGN BY OTHERS. PRECAST CAP CUT TO FIT. GROUT TO MATCHO PIN MOUNTED 3" OFFSET FROM STONE VENEER WALL. PRECAST CAP COLOR I O PRECISION CMU COLUMN CONSTRUCTION W/ REBAR O PROJECT LOGO BY OTHERS �I AND FOOTING PER STR. ENG. GROUT FILL CENTER O PERIMETER WALL BEHIND — ------ "--- — � '� � � — --- � � � � SOLID. PROVIDE MASONRY TIES ® 24" O.C. BY OTHER PLANS ------------------------------------- GASA CsRANDE AVE. - - - - --- 4 CONCRETE FOOTING PER STR. ENG. O PRECAST STAIR TREAD SUPPORT �l°UTHI�N� Y PLAN-vfl=u7---- ---- o 1) SECONDARY MONUMENTS PLAN VIEW I(4) SECONDARY MONUMENTS PERSPECTIVE Call Underground Service Aler at least 2 days p� before you dig Know what's below. Call before you dig. T7 EAST P AN w Is CASA 2) SECONDARY MONUMENTS SECTION / ELEVATION CLOSED. PAINT STEEL WITH (1) COAT ZINC CHROMATE PRIMER AND W/ (2) COATS RUSTOLEUM (COLOR PER FINISH SPEC.). 510"OVERHANG TYPICAL 14 ," 1, n" 1, ALL BEAMS L CL L I L O STONE VENEER AND CAP BY CORONADO STONE. O CAP FLUSH W/ FACE OF WALL ON ALL SIDES, SLOPE TOP TO DRAIN. O HORIZONTAL PROJECT SIGN BY OTHERS. PIN MOUNTED 3" OFFSET FROM STONE VENEER WALL. O3 VERTICAL PROJECT SIGN BY OTHERS PIN MOUNTED 2" OFFSET FROM STONE VENEER WALL. O PRECISION CMU WALL CONSTRUCTION W/ REBAR AND FOOTING PER STR. ENG. GROUT FILL CENTER SOLID. PROVIDE MASONRY TIES ® 24" O.C. I ALIGN W/ GREENWAY SECONDARY ENTRY MONUMENT AT GREENWAY FRONT ELEVATION EXTEND VENEER 3" BELOW FINISH GRADE ALL ENG. .Affcl SIDE MIN. 1 GAP BETWEEN GROUT BACK FILL EXTEND VENEER 3" BELOW FINISH GRADE ALL EXPOSED SIDES F.G. O1 STONE VENEER AND CAP. O CAP FLUSH W/ FACE OF WALL ON ALL SIDES, SLOPE RESIDENTIAL TOP TO DRAIN. SIDE O HORIZONTAL PROJECT SIGN BY 18" 1 OTHERS. PIN MOUNTED 3" OFFSET x FROM STONE VENEER WALL. VERTICAL PROJECT SIGN BY OTHERS 0 PIN MOUNTED 2" OFFSET FROM STONE VENEER WALL. 0 a ® PRECISION CMU WALL 00 CONSTRUCTION W/ REBAR AND FOOTING PER STR. ENG. GROUT FILL CENTER SOLID. PROVIDE MASONRY TIES ® 24" O.C. O SPLIT FACE BLOCK PERIMETER WALL BEHIND BY OTHER PLANS. 71 x O S.S. CONCRETE ANCHOR SET INTO J WALL CORE PER STR. ENG. 3 O CONCRETE FOOTING PER STIR. ENG. 5 W a a a sal � " • .• '.a . PER STR. ENG. STONE MONUMENT WALL SECTION O5 SPLIT FACE BLOCK PERIMETER WALL BEHIND METAL NOTES: PER OTHER PLANS ALL CONNECTORS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG & SPLATTER AND GRIND ALL O STEEL ENTRY OVERHEAD STRUCTURE WELDS SMOOTH. ALL TUBING TO HAVE ENDS SEE DETAIL 8, SHEET L-5 WELDED CLOSED. PAINT STEEL WITH (1) COAT O STONE VENEER COLUMN ZINC CHROMATE PRIMER AND W/ (2) COATS . RUSTOLEUM COLOR PER FINISH SPEC. SEE DETAIL 7, SHEET L-5 ) ® PROJECT LOGO BY OTHERS SINGAGE NOTES: CONTRACTOR TO SUBMIT SIGNAGE SHOP DRAWING FOR APPROVAL n5 SECONDARY MONUMENTS AT GREENWAY FRONT ELEVATION ." 4' X 2' WIDE L LA —-.�-----J �\ , —I— — — - � � O STEEL U—CHANNEL O } 2 2 9 (8"x3.45"x0.375"). ro Q _ _ O TUBULAR STEEL f tO 1" _ - T-A LATTICE (2"x6"). O r i ALIGN BA or TYP QQ} MONUMEN WALL To - - REVEL DETAIL a r THE PERIMETER WALL O3 BOLTED AND SECURED Z STRUCTURE W/ IL - COLUMN AND WALL v O1 OVERHEAD STRUCTURE PER STR. ENG. . - 1 SEE DETAIL 8, SHEET L-5 °.IGN WRAPS x _ 3 O4 MONUMENT WALL BELOW AROUND I <r _ -; - - O PRECISION CMU COLUMN E SEE DETAIL 5, SHEET L-5 CORNER CV ^ - '' - ---Q4 CONSTRUCTION W/ REBAR AND O FOOTING PER STR. ENG. GROUT — — — - - 5 FILL CENTER SOLID. PROVIDE ------ ----- I - _ _ MASONRY TIES ® 24" - I�FR� L RADIEND US 6 TYP. _ - OF COLUMN 3 21 "x32" PROJECT LOGO BY 1 4 _ OTHERS. RECESS INTO COLUMN 5 FRONT AS REQUIRE. BOLTED W/ 3 ELEVATION = L-BRACKET AS REQUIRE ; L v GRANDE u — SCALE: wESt PLAN viEUJ ------ SCALE: , =1m'-m CASA GRANDE AvE. SECONDARY MONUMENTS AT GREENWAY PLAN VIEW _ O OFFSET FACE OF CMU BLOCK IS REQUIRED TO CREATE 2" DEEP _ � _ _ _ 7 SIDE REVEAL BOX 1 1 ELEVATION IL O ELECTRICAL CONDUIT - - - - AS REQUIRE © TILE THINSET OVER CMU. HO PER STR. ENG. O2x2 L-BRACKET WELDED W/ STEEL FRAME. Og BACKLIT LED FIXTURE. CONTRACTOR TO PROVIDE POWER TO LOCATION. O9 PRECAST CONCRETE CAP OG STONE VENEER COLUMN „ OOVERHEAD STRUCTURE METAL NOTES: ALL CONNECTORS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG & SPLATTER AND GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEEL WITH (1) COAT ZINC CHROMATE PRIMER AND W/ (2) COATS RUSTOLEUM (COLOR SEE FINISH SPEC.). CITY OF FONTANA LANDSCAPE PLANS M"""'" CASA GRANDE AVENUE ps SHOWN �secesa m STA. 25+82.89 TO 52+00.00 m CONSTRUCTION DETAILS ¢g eai CHECKED ew APPROVED BY.° w,FA 1S T I_ C A P e Landscape Architecture and Planning 3190 B2 Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA—#2782 (949) 644-9370 (714) 210-3140 FAX FNON(. REVISION W5 Z W W in W Z p�H 0 a 00 o ® 00 wN® UE�-I� U ^�v1U I --I � OONN 00 w z N ONN IM�T� W O N d Z o U z � Cd o 0 o O1 U O ZLU o U I CA C O U 60 \0DSC4pe A. Poq 4.f, 2782 PCLSPC 19-000010 DATE 12/10/18 JOB # 18-023 L 5 63 OF 19