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HomeMy WebLinkAbout5164-6SEE DETAIL A TC SEE PLANS FOR MEDM WIDTH SIMILAR PATTERN IS TO BE USED TC NOTE: WHERE CURB ELEVATIONS VARY INSTALL TO DRAIN TO LOW CURB. i;!riot,. aft s i A Ve lilo r r h ,.r I/ �ht•�S. F a.'.�':;' over ter. I �. 1" CONCRETE GAP BETWEEN ROCKS AND BACK OF CURB ROCK HEIGHT r i "-1.5" INCH ABOVE TC 1" CONCRETE GAP BETWEEN ROCKS SET ROCK TO FULL DEPTH IN CONCRETE BED WITH REQUIRED 1"^t.5`EXPOSJRE ABOVE TC. WIRE BRUSH FINISH JOINTS BETWEEN MOCKS • f• 'AAA 8" MIN. PEA GRAVEL CONCRETE BED ..DETAIL A NOT TO SCALE FOR ILLUSTRATIVE PURPOSES ONLY 90% MIN. COMPACTED SUBGRADE OR BASE MATERIAL PER PLANS AND SPECS. 1. ROCK SIZES UNLESS OTHERWISE SPECIFIED SHALL BE: COBBLESTONES: MAX. 12' TO MIN_ 6" , NO MORE THAN 50% OF ANY ONE SIZE. 2. A SAMPLE AREA, MIN. 10 SQ. FT. SHALL BE APPROVED BY THE CITINSPECTOR PRIOR TO PROCEEDING WITH THE REMAI NI NG ROCK WORK. 3. FINAL RESTING POSITION OF ALL ROCKS SHALL BE APPIROVEO BY THE CITY INSPECTOR. 4. ROCKS SHALL BE SMOOTH, ROUNDED, FREE OF OBJECTIONABLE DISFIGURATIONS AND IRON CONTENT AS APPROVED BY THE CITY INSPECTOR 5. CONCRETE SHALL BE CLASS 520-C-2500, 4 INCH SLUMP CONCRETE. 6. WIRE BRUSH ALL JOINTS AFTER THE INSTALLATION OF THE ROCKS. AFTER CONCRETE HAS SET, CLEAN THE RESIDUE FROM SURFACES OF ROCKS. 7. NO JOINTS GREATER THAN 1" BETWEEN ROCKS WILL BE ACCEPTABLE. 4" FILLER ROCKS WILL BE ACCEPTED TO MAINTAIN THE 1" JOINT. 8. WHERE ROCK BORDERS TURF AREA, PLACE 1' CONCRETE EDGE BETWEEN BACK OF ROCK AND TURF. 4" Irn 11 I= III,�IIII=;,,II 6 RADIUS EDGES 1 /2" FINISH GRADE (TURF SIDE) iTAVW IMAM I-.�1 I I=�1 ElI lE I! !I 17111 ;II; !II lI ;III ;III„II�,�l�IIiIIII —#3 REBAR, CONTINUOUS NATIVE SOIL 90% COMPACTED N OTE: MOW CURB SHALL BE PLACED BETWEEN ALL GRASS AND PLANTER AREAS UNLESS OTHERWISE NOTED. �D � pFESSI0 4 Ofr No. 51152 EXP. 0130105 GIS OF CALF t4r4- 1 P ROVED : Y: CITY ENGINEER RICARDO SANDOVAL REVIEWED BY: Timothy Rflc.tedt DATE DATE OF LAST REVISION: 1-28--0° CITY OF FONTANA TYP. ROCK TREATMENT STD. PLAN NO. 5045 SHT 1 OF 1 *of ESS/ a4"`�`�\)a S�XD, cc 1 No. 51152 EXP. 9t30/05 GN:L F OF CAO” AP ROVE BY: CITY ENGINEER RICARDO SANDOVAL REVIEWED 13Y: Timothy Rnsfia_dt DATE DATE OF LAST REVISION: CITY OF FONTANA CONCRETE MOW CURB STD. PLAN Na 5344 SLIT 1 OF 1 TOP OF PLAYGROUN GRADE BEAM 6" HIGH RAISED CURB AT EDGE OF RAMP FLUSH OUT RAISED CURB AT LANDI G 18" 12" MIN. woo �v �. W...—�� III III I I I— II1 11I —111 III III III LII 111 COMPACTED SUB -GRADE PER - SOILS ENGINEER PLAYGROUND BEAM III III III. III. III_ LEVEL OF ENGINEERED BARK CHIPS HANDICAPPED ACCESS RAMP EXTENSION BELOW ENGINEERED BARK CHIPS ENGINEERED BARK CHIPS A. PLAYGROUND RAMP D DATE SUBMITTAL TRACKER ETAIL 06-02-2014 1ST SUBMITTAL EXPANSION JOINT CONTROL JOINT 50 3/4" DEEP TOOLED JOINT 4" EXPANSION JOINT @ WALL 4" 1 ° LEGEND 1� 1/2" X 3" POLYFELT EXPANSION JOINT (TYP.) - NAIL INTO PLACE ® SELF -LEVELING ELASTOMERIC SEALANT. 3 3/4" BACKER ROD ® 1/2" RADIUS. Q5 #4 REBAR DOWEL @ 24" O.C., WRAP ONE END WITH PARAFFIN PAPER. © CONCRETE, 2000 PSI @ 28 DAYS P.C.C, WATER STOP- MODEL # 951 AS MANUF. BY GREENSTREAK - 3400 TREE COURT INDUSTRIAL BLVD., ST. LUIS, MISSOURI, 63122 1-800-325-9504 OR EQUAL ° 4 i ° B. CONCRETE JOINT DETAILS TWO WORKING /DAYS BEFORE YOU DIG 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: REFER TO DETAIL 'A' FOR REINFORCEMENT REQUIREMENTS REFER TO PLAN 0 LEGEND: 1. CONTROL JOINT 2. EXPANSION JOINT NOTE: 1% MIN. CROSS SLOPE 2% MAX 10' 5' C. CONCRETE JOINT LAYOUT DIAGRAM EDGE DETAIL 4" D. CONCRETE PAVING DETAIL MED. BROOM FINISH CONCRETE PAVING MIN. 4" THICK CONCRETE PAVING 2" 4 ° a. ° ° ( ° Da REINFORCEMENT PER SOILS REPORT 1/2" BULLNOSE EDGE -III II 10" EDGE DETAIL - ABUTING EXISTING CONCRETE MIN. 4" THICK CONCRETE %2" BULLNOSE EDGE a 2" ° a 4 • 2" REINFORCEMENT PER < I SOILS REP6RT ° ° ° ° a 4 ° a 4 ° EXISTING CONCRETE a A I I I II \ I I I I I I III_ 95% COMPACTED SUBGRADE E. NEW CONCRETE AT EXISTING PAVING DETAIL SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT CORE AND EPDXY 72" DIA. 24" LONG TAPERED STEEL ROD AT 18" O.C. WRAP EXPOSED END IN PARAFIN PAPER 1" EXTENDED COLLAR AT PERIMETER 95% COMPACTED SUBGRADE PRIOR TO POUR MODEL: CP8821 WABASH TYPICAL 4'-O" TO EDGE OF SIDEWALK BENCH FACING WALKWAY 0 0 2'-8" AYM)f VM AO 3003 O 6' IN -GROUND BENCH ,I: =11 _`l 0 4" CONCRETE PAD `i . . O CONCRETE FOOTING *--12" -- ® 95% COMPACTED SUBGRADE NOTE: FOR REFERENCE ONLY. REFER TO MANUFACTURER'S DETAILS AND SPECIFICATIONS FOR INSTALLATION_ F. BENCH DETAIL FRONTIER COMMUNITIES TR 18657 - CFD LANDSCAPE PLANS DRAWN BY: JB, SF DESIGNED BY: SK CHECKED BY: r SK BM HARDSCAPE DETAILS APPR C ENGINEER SCALE: N.T.S. D V. /4 R.C.E. 51152 DATE: 06-02-14 DRAWING NO.: 5144 6 6 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE REFER TO PLAN 0 LEGEND: 1. CONTROL JOINT 2. EXPANSION JOINT NOTE: 1% MIN. CROSS SLOPE 2% MAX 10' 5' C. CONCRETE JOINT LAYOUT DIAGRAM EDGE DETAIL 4" D. CONCRETE PAVING DETAIL MED. BROOM FINISH CONCRETE PAVING MIN. 4" THICK CONCRETE PAVING 2" 4 ° a. ° ° ( ° Da REINFORCEMENT PER SOILS REPORT 1/2" BULLNOSE EDGE -III II 10" EDGE DETAIL - ABUTING EXISTING CONCRETE MIN. 4" THICK CONCRETE %2" BULLNOSE EDGE a 2" ° a 4 • 2" REINFORCEMENT PER < I SOILS REP6RT ° ° ° ° a 4 ° a 4 ° EXISTING CONCRETE a A I I I II \ I I I I I I III_ 95% COMPACTED SUBGRADE E. NEW CONCRETE AT EXISTING PAVING DETAIL SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT CORE AND EPDXY 72" DIA. 24" LONG TAPERED STEEL ROD AT 18" O.C. WRAP EXPOSED END IN PARAFIN PAPER 1" EXTENDED COLLAR AT PERIMETER 95% COMPACTED SUBGRADE PRIOR TO POUR MODEL: CP8821 WABASH TYPICAL 4'-O" TO EDGE OF SIDEWALK BENCH FACING WALKWAY 0 0 2'-8" AYM)f VM AO 3003 O 6' IN -GROUND BENCH ,I: =11 _`l 0 4" CONCRETE PAD `i . . O CONCRETE FOOTING *--12" -- ® 95% COMPACTED SUBGRADE NOTE: FOR REFERENCE ONLY. REFER TO MANUFACTURER'S DETAILS AND SPECIFICATIONS FOR INSTALLATION_ F. BENCH DETAIL FRONTIER COMMUNITIES TR 18657 - CFD LANDSCAPE PLANS DRAWN BY: JB, SF DESIGNED BY: SK CHECKED BY: r SK BM HARDSCAPE DETAILS APPR C ENGINEER SCALE: N.T.S. D V. /4 R.C.E. 51152 DATE: 06-02-14 DRAWING NO.: 5144 6 6