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HomeMy WebLinkAbout5685REF-40 o' a n m I W Wi6" l(6" 6 8 S 3 1/4- a ;Fj 11 7 1 6 3 2„1n 6 ° 4 Ai < . a. ' Q v ••°. .• a.. e v 1 + n 2 Uj 1 /2 R. (TYP.) Lu :. „ . (/�PICRADIUS 1 e Z VARIES—SEE PLAN L` :d' FOR HANDRAIL, IF REQUIRED, 1/2 R. (TYP.) DECORATIVE SAWCUT SAWCUT CONTROL EXPANSION JOINT n 1 6°' JOINT JOINT AT VERTICAL SURFACE — 1 SEE DETAIL 5, SHEET L-3 2 12” OR 18'° (SEE PLAN FOR NUMBER OF STEPS) ' / \ ° ' e 12" MIN. r ;'---,—.�—v :—..o �•^� ! 4 Y4" 7 1 °' F.S. • ..> Tq N - 1 6 \ 1/2"R (TYP.) :..:.:..:.. : •....... ,a .°e d A. ® VARIES SEE E 6'° 7 4 3 2 _ ro J °' a d °e e' " 3 1% GRADING PLAN I 4' ®. 6 • 4. o —� F.S. 01 FINISH GRADE 05 CONCRETE SCORE JOINTS "DECORATIVE � BANDS SEE PLAN FOR WIDTH & 5 5 ® SUBBASE PER SOILS REPORT LOCATION \ a r 3 ® ' 03 BASE MATERIAL & DEPTH O6 CONCRETE PAVING TEXTURE TO SAWCUT EXPANSION JOINT 2 01 FINISH GRADE 4 PER SOILS REPORT BE MEDIUM BROOM FINISH UNLESS ° r A � . OTHERWISE INDICATED ON PLAN 01 CONCRETE PAVING FOR COLOR 05 Ve DIA. X 24'° LONG \ / O CONCRETE MOW CURB; STANDARD CONCRETE WITH 5 ® STEEL REINFORCING PER SOILS @DEEPENED FOOTING, AS REQUIRED AND FINISH, SEE PAVING SMOOTH STEEL DOWEL ® MEDIUM BROOM FINISH REPORT. IF NONE IS INDICATED SHEDULE ON SHEET L-1 18" O.C. FOR PEDESTRIAN. THEN INSTALL #3 REBAR ® USE "SPEED DOWEL" BY �� / O BASE MATERIAL & DEPTH 10„ 2 18" O.C. (BOTHWAYS) ®Y4'° EXPANSION MATERIAL AZTEC CONCRETE 1/2- HT.—(1) #3 REBAR — CONTINUOUS (OMIT IN AREAS UNDER 4' WIDE) ENLARGEMENT / ®Y3rd DEPTH OF THE PAVING ACCESSORIES N.T.S. 1/2" HT.—(2) #3 REBAR — CONTINUOUS @CONCRETE STEP 16 05 SUBBASE PER SOILS REPORT THICKNESS © REINFORCING PER ® TOP & BOTTOM 04 BACKER ROD AND "TRAFFIC STRUCTURAL ENG. @ 1/2" THIOKOL EXP. JT. (TYP.) @ PROVIDE 2" WIDE "SLIP RESISTANT" CAULK JOINT SEALANT TO 7 SAW—CUT AND CONTRASTING COLORED MATCH CONCRETE COLOR. Y4 TOOLED RADIUS O 9" LONG #3 REBAR DOWEL ®12" O.C. STRIPING 0 1" BEHIND NOSE OF STEP APPLY SAND FINISH TO CAULK @ VERTICAL SURFACE IN PAPER SLEEVE PER CBC CODES. SURFACE AFTER APPLICATION ® #3 REBAR ® 12 O.C. BOTH WAYS NOTE: PROVIDE MED. BROOM FINISH FOR ALL STEP TREADS AND FACES �1 CONCRETE PAVING 2 CONCRETE PAVING JOINTS 3 6" WIDE CONCRETE MOW CURB 4 O CONCRETE STEPS SECTION 0 0 5' 4" 5' 01 CONCRETE STEPS — SEE 1O CMU CONSTRUCTION DETAIL 4, SHEET L-3 1 GROUT FILL CELLS SOLID 02 1 1/2" DIA. TUBULAR STEEL PROVIDE MANSONARY TIES 5 2 HANDRAIL ® 24" O.C. � @ CONCRETE FOOTING TOP OF FOOTING TO BE O STONE VENEER 13 1 3 5 3" RAD. CONICAL SHAPED TO CAUSE / 2 n ®CORNERS WATER TO DRAIN AWAY FROM 03 3" THICK X 21" WIDE 14 12 MIN. TYPICAL POST ® CENTER POURED—IN—PLACE 21 n tO CONCRETE CAP 5 e ®2" DIA. TUBULAR STEEL PROVIDE Y4°'R O ALL EQ. EQ. "� a SLEEVE—FILL WITH POR— I I 3 1 ROCK AFTER SETTING EDGES I N TREAD HANDRAIL CONCRETE RAMP i° WIDTH ®#3 REBAR ®32 O.C. f • , 12" M ® HANDRAIL EXTENSION ALT. BENDS IN FOOTING 3 2 �0 © HOT DIP GALVANIZE FENCE @ #4 REBAR CONT. ® N, N V ' ,.. • ' POST IN FOOTING TO +12" TOP & BOTTOM 8 2 _ _ e PANEL IMAGE 6 • . ABOVE FIN. GRADE OR FIN. • , A: .•: SURFACE ©EXP.JT. 1 • N FOREST N 6 3 r HANDRAIL NOTES: 07 CONCRETE FOOTING is z M SLOPE TOP OF HANDRAIL ,T777 7 w ^ AT STEPS h I, PARALLEL TO FINISH SURFACE ® CONCRETE PAVING ° 4 4 �T-8"'f— DIA. METAL NOTES: 6 N Ol DECORATIVE METAL PANEL (5° X 6') METAL NOTES: ALL CONNECTORS TO BE w°' THICK STEEL. "FOREST" PATTERN. ALL CONNECTORS TO BE CONTINUOUS WELDED. CONTINUOUS WELDED. 5 " ° a„• a COLOR: "BRONZE—HAMMERTOR” BY ARTISAN PANELS, INC. REMOVE ALL SLAG & SPLATTER AND GRIND ALL ® 4" SQ. TUBULAR STEEL POST, PAINT TO MATCH WELDS SMOOTH. ALL TUBING TO HAVE ENDS REMOVE ALL SLAG &SPLATTER 4 WELDED CLOSED. PAINT STEEL AND HARDARE WITH AND GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS PANEL WELDED CLOSED. PAINT STEEL WITH (1) COAT ZINC CHROMATE PRIMER AND W/ (2) (1) COAT ZINC CHROMATE PRIMER PER @1" ANGLE IRON FRAME. ATTACH TO POST W/ }" WELD COATS RUSTOLEUM (COLOR TO MATCH DECORATIVE STIR. 4 MITER CORNERS. PAINT TO MATCH PANEL PANEL). 24 AND W/ (2) COATS RUSTOLEUM (COLOR: BLACK). ENG. O CONCRETE FOOTING PER STIR. ENG. (TMP.) O J" TAMPER PROOF BOLT AND NUT. PROVIDE ® 12" O.C. TO SECURE PANEL TO ANGEL IRON FRAME. PAINT TO MATCH PANEL. * TO BE STRUCTURALLY ENGINEERED O HANDRAIL 6 STONE VENEER SEAT WALL 7 Y X 6' DECORATIVE PANEL SCREEN 0 0 4° 4' 4' 11 4' Ile I i I 2 3 co I II II II I LIGHT POLE BASE I PER STIR. ENG 6" 2' g' 2' LIGHT FIXTURE to I I I I I I I sl 12" l I e (TYP.) II —..---- —®� e PANEL IMAGE • :.: F.G. F.G. N . N "FOREST" ":' 36" ev F.G. 6 4 1 ;' 2 rJ 5 ° •' '< 3 ~' 01 POURED—IN—PLACE O a �• CONCRETE BENCH -97 [TV— OO #4 REBAR CONT TOP &BOTTOM REFERENCE ONLYI -71 ® COMPACTED SUBGRADE PER O DECORATIVE METAL PANEL (4' X 6') 03 4" X 4" TUBULAR STEEL INTERMEDIATE POSTS. METAL NOTES: ENR• 1/8" THICK COR—TEN STEEL. "FOREST" PATTERN. PAINT "BLACK" ALL CONNECTORS TO BE CONTINUOUS WELDED. ENG. TO BE LEFT NATURAL TO RUST BY ARTISAN PANELS, INC. n „ (TYP-) ®2 X 4 TUBULAR STEEL STRINGER REMOVE ALL SLAG &SPLATTER AND GRIND ALL SECURE W/ J" CONTINUOUS WELD TO POSTS & PAINT "BLACK" WELDS SMOOTH. ALL TUBING TO HAVE ENDS * TO BE STRUCTURALLY ENGINEERED STRINGERS WELDED CLOSED. STEEL TO BE LEFT NATURAL TO @2" X 4" TUBULAR STEEL END POSTS. @CONCRETE FOOTING PER STIR. ENG. RUST. PAINT STEEL AND HARDWARE WITH (1) COAT CITY ®F FONTANA PAINT "BLACK" ©CONCRETE PAVING ZINC CHROMATE PRIMER AND W/ (2) COATS V Call Underground Service Alert RUSTOLEUM (COLOR TO BE LEFT NATURAL RUST) LANDSCAPE PLANS at least 2 days sllowN before you dig TO BE STRUCTURALLY ENGINEERED VALLEY OAK PARK AS O 4' X 6' DECORATIVE PANEL SCREEN DMOM W. CONSTRUCTION DETAILS °"� �a°w llib ore you �9 POURED—IN—PLACE CONCRETE SEAT WALLS 9LIGHT POLE BAS C W. "° D No 4 Call before you dig. p CITY ENGII Ras 5685 61162 EW. DATE 18 I T I'_ � 6 A P e Landscape Architecture and Planning 3190 B2 Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA—#2782 (848) 61 (714) 210-3140 FAX raj ~ > RU op d1 E"! z 7¢' Z SRO M P 01 Hq q�C 2%82 PC* LSPC 17-0016 DATE 02/27/17 JOB # 16-033 L3 4 OF 18 U IIII_ w O Z 3 H ® z C) SRO M P 01 Hq q�C 2%82 PC* LSPC 17-0016 DATE 02/27/17 JOB # 16-033 L3 4 OF 18