Loading...
HomeMy WebLinkAbout5862-9X6" 1 346 6 8 3 1 /4" 7 1 6 e' 2 4 5 w > < 1 DECORATIVE SAWCUT SAWCUT CONTROL EXPANSION JOINT " R. (TYP.) ¢ O as JOINT JOINT AT VERTICAL SURFACE N �6 50" MIN. ® SIDEWALK � VARIES -SEE PLAN 1/2" R. rn Ya" 7� _z L` ww d d v d (TYP.) V*1/2 0_z6" N oO—%ro .... .. a D_ /_� 7 of : v 0 ®d d I- zo Qdd e d zz L. 3 cc � IN6 6„ILI 7 7/111114 3 2 \ e— .:' ` 5 / / 1O FINISH 6" GRADE " v 3 : 5 2 2O CONCRETE MOW STRIP ENLARGEMENT , a TO BE NATURAL CONCRETE W/ MEDIUM O FINISH GRADE ®CONCRETE SCORE JOINTS "DECORATIVE N.T.S. SAWCUT EXPANSION JOINTBROOM ° FINISH (3250 PSI) BANDS" SEE PLAN FOR WIDTH & ® BASE MATERIAL & DEPTH _ O2 SUBBASE PER SOILS REPORT LOCATION OO CONCRETE PAVING FOR COLOR AND 1/2" HT.-(1) #3 REBAR - CONTINUOUS O FINISH GRADE/ADJACENT PLANTING W/ CRASHED ROCK TOP DRESSING O3 BASE MATERIAL & DEPTH OCONCRETE PAVING TEXTURE TO 1/2" HT.-(2) #3 REBAR -CONTINUOUS BE MEDIUM BROOM FINISH UNLESS FINISH, SEE FINISH SCHEDULE ON V ® TOP & BOTTOM SEE SHEET L-13 FOR TOP DRESSING NOTE. PER SOILS REPORT OTHERWISE INDICATED ON PLAN SHEET L-1 O5 DIA. X 24" LONG SMOOTH STEEL O 6" CONCRETE CURB, SEE DETAIL 3, SHEET L-8 o4 STEEL REINFORCING PER SOILS ����'��,,, (')DEEPENED FOOTING, AS REQUIRED FOR DOWEL ® 18 O.C. FOR PEDESTRIAN. USE O Y4" EXPANSION MATERIAL "SPEED DOWEL" BY AZTEC CONCRETE REPORT. IF NONE IS INDICATED CHANGE IN GRADE THEN INSTALL #3 REBAR ® 18" ACCESSORIES O 3 COMPACTED SUB GRADE PER SOIL REPORT O.C. (BOTHWAYS) (OMIT IN &dl DEPTH OF THE PAVING THICKNESS O REINFORCING PER STRUCTURAL ENG. ® DECOMPOSED GRANITE OVER NATIVE AREAS UNDER 5' WIDE). ADD REQUIRED REINFORCING FOR O4 BACKER ROD AND "TRAFFIC CAULK" ( Ya" JOINT SEALANT TO MATCH CONCRETE TOOLED RADIUS O ADJ. CONCRETE PAVING STRUCTURAL PAD (EVA ACCESS COLOR. APPLY SAND FINISH TO CAULK DRIVE) AS REQUIRED BY SOILD g VERTICAL SURFACE SURFACE AFTER APPLICATION O REPORT AND LOCAL AFENCIES OI CONCRETE PAVING O2 CONCRETE JOINTS 3O 6" CONCRETE CURB O4 D.G. PAVING & CONCRETE CURB 1" GROUT BETWEEN ROCK AND BACK OF CURB COBBLESTONE NOTES: ROCK LCABLEOLE THRU POST /2 INCHGHT ABOVE TC PEA GRAVEL 1. ROCK SIZES UNLESS OTHERWISE SPECIFIED SHALL BE: FOR {- CONC.4 MIN. COBBLESTONES: MAX. 12" TO MIN. 6" WITH ONE SIDE FLAT. THICK BED 2. /z 1NCH MIN. EXPOSURE OF ROCK ABOVE TOP OF CURB. o X"LODGDIA. TREATED $ 3. A SAMPLE AREA, MIN. 10 SQ. FT. SHALL BE APPROVED BY LEPRESSURED STAKE, DRIVE INTO INTO NATIVE SOIL AS REQUIRED THE CITY INSPECTOR PRIOR TO PROCEEDING WITH THE (�7 PLASTIC NURSERY TIE ` REMAINING ROCK WORK. O 08" 24" DOMED CONCRETE FOOTING 4. FINAL RESTING POSITION OF ALL ROCKS SHALL BE APPROVED X O VINE IRRIGATION. REFER TO DETAIL X, 24" BY THE CITY INSPECTOR. SHEET L-X 5. ROCKS SHALL BE SMOOTH, ROUNDED, FREE OF OBJECTIONABLE CURB EDGE SECTION OR%BASE COMPACTEDMATERIAL SUBGRADE LANS DISFIGURATIONS AND IRON CONTENT AS APPROVED BY THE CITY INSPECTOR SEE ENLARGEMENT r - - - - - - - - II - g L 8' O.C. - TYPICAL AND SPECS. 6. CONCRETE SHALL BE CLASS 520-D-2500 4 INCH SLUMP CONCRETE. BELOW I I 5 I ��� 2 TC TC 7. WIRE BRUSH ALL JOINTS AFTER THE INSTALLATION OF THE ROCKS CL 7 SEE PLANS FOR MEDIAN WIDTH NOTE: 8. AFTER CONCRETE MORTAR HAS SET, HYDRO BLAST AS DIRECTED I I o 4 WHERE CURB BY THE CITY INSPECTOR. BRUSH ROCKS TO REMOVE CEMENT COATING. ELEVATIONS 9. WHERE ROCK BORDERS TURF AREA, PLACE 1" CONCRETE EDGE !� I I I I N VARY INSTALL BETWEEN BACK OF ROCK AND TURF. 3 SEE DETAIL A TO DRAIN TO 10. HAND PLACE IN CONC. SETTING BED WITH 1 �-- 2% MIN. 2t MM•----y LOW CURB. FLATTER SIDES UP TO FORM A UNIFORM SURFACE ' I I I to N to �� W WITHIN THE DRAINAGE COURSE.7-1 I I 8 11. PROVIDE LESS UNIFORMITY AS STONE GRADUATES I I I IN SIZE AND PLACEMENT AWAY FROM DRAINAGE I I I SET ROCK TO FULL DEPTH IN CONCRETE COURSE. 1" CONCRETE GAP BETWEEN BED WITH REQUIRED 1 2" EXPOSURE ROCK AND BACK OF CURB / 12. DEPTH OF STONE EMBEDMENT TO BE NO LESS I I ABOVE TC. WIRE BRUSH FINISH JOINTS THAN TWO-THIRDS THE DIAMETER OF THE STONE I I � z I TFFL BETWEEN ROCKS FOR SIZES 4'°-12", NO GREATER THE ONE -THIRDS I � I g ROCK HEIGHT 6" MIN. PEA GRAVEL CONCRETE BED THE DIAMETER FOR SIZES LAGER THAN 12" N 1 /2 INCH ABOVE TC DIAMETER. 8'-0" O.C. TYP. i. I V 8'-0" O.C. TYP. FT DETAIL A 13. COMPACT SUBGRADE TO A HARD, FIRM, UNYIELDING SURFACE, SMOOTH s. NOT TO SCALE FOR AND TRUE TO LINE AND GRADE: TEST FOR REQUIRED COMPACTION PRIOR L - - - - - - - - - - - - - - - - - - - - - - - - - -� ��\ �\ \ PURPOSILLUSTESIVE ONLY TO PLACING ROCKWORK. 14. ADJUST PLANTER AREA GRADES TO FLOW @ 2% MINIMUM INTO 24, 32 , 48 , OR 56 VINEYARD TRELLIS ENLARGEMENT 90% MIN. COMPACTED SUBGRADE OR DRAINAGE COURSE, (TYPICAL) BASE MATERIAL PER PLANS AND SPECS. FULL WIDTH SECTION COBBLE MATERIAL: "SANTA RITA" COBBLE PER CITY STANDARD. VINEYARD TRELLIS TYPICAL ELEVATION 5� DECORATIVE COBBLESTONE PAVING O VINEYARD TRELLIS [�1 PIECES CUSTOM O7 METAL SIGN TO BE " THICK STEEL AND O 28" SQ CUSTOM PRECAST CONCRETE W/ PEAK CAP O TILE THINSET OVER SMU. - - - _ - - 1 @ GABION T T FIT RAW STEEL O GABION TOP. CUT TO FIT RA WELDED. CUSTOM LASER CUT PROJECT O7 BACKLIT LED FIXTURE. CONTRACTOR TO PROVIDE _ _ _ _ _ _ _ _ _ _ _ _ RADIUS. ASSEMBLE ON SITE USING RAW 0 STONE VENEER BY CORONADO STONE. POWER TO LOCATION. LOGO TO BE SELECTED BY OTHERS. 1 II 1 } 1 l II ! II II 6 8 STEEL C-RINGER AT ALL SIDES ® 8" O.C. (EXCEPT VERTICAL EDGES) O8 " #4 X 36 LONG REBAR TIE TO GABION O PRECISION CMU CONSTRUCTION W/ REBAR AND O8 CONCRETE FOOTING PER STIR. ENG. I 1I I I I II 7 I m " " " WALL FRAME ON THE INSIDE ®24 O.C. FOOTING PER STIR. ENG. GROUT FILL CENTER SOLID. O 2x2 L-BRACKET WELDED W/ STEEL FRAME. 11 1 I 6 / I f Il # O ROLL 4 x4 9Ga. RAW STEEL WALL FRAME 30 PROVIDE MASONRY TIES ®24 O.C. 1l I U HT. INSTALL VERTICALLY TO FORM INSIDE & AND DEEPENED INTO COMPACTED SOIL (6 CMU FOR THE 24" SQ. COMMUNITY MARKER) OFFSET FACE OF CMU BLOCK IS REQUIRED j F. G. OUTSIDE RADIUS AS SHOWN. WELD VERTICAL g o ADJACENT D.G. PAVING IN ROUNDABOUT. 10 o TO CREATE 2" DEEP REVEAL BOX f \ r l EDGES TO THE 'L' BAR O Y4" x 4" DEEP STEEL FRAME ANCHORED INTO \ f /1 1 j 5 O3 (2) 1 "X3" GALVANIZED TUBULAR STEEL SET INTO 10 COMPACTED SUB -GRADE CMU WALL CORE AS REQUIRE. p \ \ \ /1 / / j CONCRETE FOOTING AS REQUIRE 11 INFILL 6 TO 10 EAGLE ROCK RUBBLE: O5 FRONT STEEL PANEL W/ 2° 2' ''' O4 DIA 6" X 16" DEEP CONCRETE FOOTING AVAILABLE FROM SEPULVEDA BUILDING MATERIAL. PROJECT LOGO LASER CUT 3 " 4 2 FOR LOGO PANEL ON EXPOSED FACES OF GABIONS, PLACE STONES BY OTHERS. SECURE WITH 2 O Ya STAR FLAT HEAD ZINC COATED METAL BY HAND WITH FLATTEST SURFACE BEARING STAINLESS STEEL ANTI -THEFT \ \ �^ Y / E G• ,. .' -PIN AGAINST FACE MESH TO PRODUCE SATISFACTORY BOLTS. ti� ti i PERSPECTIVE PERSPECTIVE SCREW TOP &BOTTOM ON BOTH SIDES AS ALIGNMENT AND APPEARANCE. "' FLUSH 4 `• I / A. • 8 ' a REQUIRE ©" THICK X 3" W X 36" LONG 'L' BAR TO 12 6"X6" CONTINUOUS CONCRETE FOOTING 7 6 / 12 SECURE GABION WALL FRAME AT CORNERS 9 "= 30" 1 7 ( _ -� �� ✓ 2 1 7 2' 1 24" SQ. 5I 3 7 SECTION -A ;. 5 '- 10 6 - _ 1 .. 4 SECTION-GABION p t i i S„„r ,- ftss',w,t A NiF ui di,'✓i d tt a SN y G.1^, 'l: WALL y , w , fi ' ' --.. .. i '... 1 % - f , t; S t 3 it 4" TYP...DF ^ - `} $5 •0D FRONT ELEVATION TYP. SECTION - SIGN v& 1 1f TYP _-' � a,";' t rr p) n `a`t 9 1 1 i sfi7 yr r `'c fc - N r ;xnr 4, t \ „ „ T a ,�.aW:`'.. F.G. F.G.- I x` -did- (I 10 - tO s I� j'I CONSTRUCT w 4' 4 rO �: �_ 18„ SQ. I'---- o 9 5 r I CMU COLUMN g jL4 •.• •. cn /+ CITY OF F O N T A N A FRONT ELEVATION (UP.) r; . I ..: PER 8 11 STR. ENG. LANDSCAPE PLANS Call Underground Service Alert 4 g" SECTION -SIGCAM N SECTION - GABION WALL M:w APE AS SHOWN least 2 days ® 6at NEIGHBORHOOD �` CONSTRUCTION DETAILS ! before you dig Know what's below. O ROUNDABOUT GABION ICON MARKER ENTRY MARKER O w APPROVED AM �°°, 9 Call before you dig. � SUPZ 34 S I T IEi C A P IE% 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 REVISION � O(7*� 00 w z � N O, Cd O t-i 4-4 O U O w f-� O � O U N F" ZLUF--I � 0 h--1 a Z G o 6� �pNDSCgp� SsvR �gD tv POL pA.•/4 e` e�°a 2782 `r's W CAV PC DATE 07/ 10/ 19 JOB � 19-003 L 8 9 OF 34