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Home My WebLink About5290-382k DIA, OF ROOT BALL_ SHINGLE NAIL. LODGE POLE TREE TRUNK CINCH TIE (DO NOT T'vVIST) .REVAILWIG W11`4D DIRECTION 2" DIA LODIGZPOLE PINE TREE STAKE COPPER NAPTHENATE REATED AND DRIVEN IN GROUND F0 217T. I'41N. DEPTH. 2 REQ'D CINCH TIE` (4) REO`D ARBOR GUARD IN TURF AP.EAS DR -PARED BACKFILL MIX, SEE SPECIFICATIONS 3" HIGH WATER, BASIN. NT 'FlIViE OF PLANTING INISH GRA[1E ,GRIFORM TABLE75 TO IBE ,DOEu PER MF(3. RECONI DS. FVr;aatU*4; s--APRKOVE",Y: No. 51182 CITY ENGINE DATE RICARDO SANDOVAL a -� ExF. 3l3bJQ9 RE`JIEWFED BY^ — Tirrif� r! 3Y. yr CIVIL. LTi f LATE OF LASTrREVISION. REVI SION:— G0 L Fr 6 1� A NOT USED DATE SUBMITTAL TRACKER 05/31/2013 FIRST SUBMITTAL 04/13/2015 SECOND SUBMITTAL 07/10/2015 MYLAR SUBMITTAL PERMANENT BASIN 1 1/2"X MIN. RO( 2X THE WIDTH OF PUDDLE AND SETTLIl UAI-tt-IL - PRIOR TO PLACEMENT OF SHRUB BERM TO FORM -ER BASIN TILIZER TABLETS OOTBALL BACKFILL MIX. CITY OF FONTANA �Q 4WVE S51pygj OVED BY: / CITY OF FONTANA TREE STAKING Na. 51152 ;ITTYENGINEER DATE SHRUB PLANTING TCP OF 'WALL. BACKFILL ESPALIERED PLANT PER SPECS OR VINE NOTE PAINT tt3OL.T OR SCREW TO MATCH SURFACE BEHINQ r —WALL 6-xo, CQNGRETE VINE CCLLORS [N rJR: AREk; MILY ?LAI VIEW , ¢ROVED BY ,' CITY OF FONTANA 5115L CITY ENGINEER DATE VINE PLANTING RICARDO SANDOVAL RICARDO SANDOVAL * EXP. 9130105 EXP. 015108 REVIEWED BY: Tima# v Rastedt REVIEWED BY il�° othy Eastrcit CIVIL - ST IJ. PLAN NO, Su31 SHT OF °i �rg7F �F CAt 1G�DATE. OF LAST REVISION: 1 —28 -Do STD. PLAN NG. 8035 , � Ivn_ '�� DATE 01 LAST REVISION: -DoSTD, PLAN SID: fl 7 SIi1 `� OF! SHT OFF �A1iF REFER TO PLAN LEGEND 1 6" X 6" CONCRETE CURB PER CIVIL ENGINEER'S PLANS 2 6" X 6" X 12' CONCRETE MAINTENANCE OUT STRIP 3 LANDSCAPING PER PLANTING PLANS B CONCRETE MAINTENANCE CURB TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION 1. 6" ROUND VALVE BOX: RAINBIRD VB-6RND 2. TOP OF MULCH 3. FINISH GRADE 4. AIR RELIEF VALVE KIT: RAINBIRD X17000AIR VALVE KIT 5. LANDSCAPE DRIPLINE TUBING:RAINBIRD DRIPLINE XFS 6. 3" MINIMUM DEPTH OF %4' WASHED GRAVEL C AIR RELIEF VALVE DATE I ENGR. I CITY I DATE SIMILAR PATTERN IS TO BE USED TC TC SEE PLA,Ns F'OR MEDIAN WIDTH --- - - -� NOTE: WHERE CURB ELEiATIONS I 'JARY INSTALL TO �I SFE DETAIL A GRAIN TO LOW CURB. ` (� J i 1" CONCRETE CAP 9FTWEEN ROCKS I" CONCRI=TE GAP E3r7_ WEEN ROCKS AND BACK OF CURB SET ROCK TO FUi..L DEPTH IN CONCRETE aED WITH REQUIRED 1 "— I.5`EXPOSURc ABOVE TC. WIRE BRUSH FINISH JOINTS BETWEEN ROCKS f' ROCK HEIGHT 1/ 1� 6" MIN, PEA G-,A'v'EL CONCRETE BED INCH ABOVE TC I �� t_ DETAIL A NOT TC) SCALE F"OR ILLUSTRATNE PURPOSES ;ONLY q. 90 MIN. COMPACTED SUBGRZADE OR RASE MATERIAL PER PLANS AND SPECS. 1- ROCK SIZES UNLESS OTHERWISE SPECIFIED SHALL BE: COBBLESTONES: VAX. 12' TO MI N. 6", NO MORE THAN 50% OF ANY ONE SIZE. 2. A SAMPLE AREA. MIN. 10 SQ. FT. SHALL BE APPROVED BY THE CITY INSPEC70P PRIOR TO PROL EEOING WITH THE FIEMANING ROCK WORK. 3, FINAL RESTING POSITION OF ALL ROCKS SHALL BE APPROVED BY THE CITY INSPECTOIR, 4. ROCKS SHALL BE SMOOTH. ROUNDED, FREE OF OBJECTIONABLE DISFIGURATIONS AND IRON CONTENFT AS APPROVED BY THE CITY INSPECTOR 5. 00bl-,RI TF_. SHALL. BE CLASS S20 -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 V BETWEEN R00—KS WILL BE ACCEPTABLE. 4" FILLER ROCKS WILL BE ACCEPTED TO MAINTAIN THE l" JOINT. r3. WHERE ROCK BORDERS TURF AREA, PLACE V CONCRETE EDGE BETWEEN BACK OF POCK AND TURF. RADIUS EDGES 1/2" FINISH GRADE (TURF SIDE) #3 REIBAR, 'CONTINUOUS NATIVE SOIL 90% COMPACTED NATE: MOV: CURE3 SMALL BE PLACED BMNEEN ALL GRASS AND PLANTER AREAS UNLESS OTHERWISE NCS -IED. RnVI70 Y: CITY OF FONTANA o��wEss;� � '�AP BOvBY: CITY OF FONTANA No, 51152 CITY ENGINEER DATE TYP. ROCK TREATMENT No51152 CITY ENGINEER DATE CON CRETE MOW CURB RICARDO SANDOVAL RICARDO SANDOVAL * EXP.913Gi05 * -k EXP.9134f05 REVIEWED BY:--__Bmat�_Rnste�d� REVIEWED BY: "myth} Rested# CiYIS. ` CN1 \4 sir �F CA111�� DATE OF LAST REVISION: 1-28--00 STD. PLAN N0. 5045 SHT OF s9pk OF CAL1EpDATE OF LAST REVISION: Oi� _ STD. PLAIT' N0. 5p44 SHT 1 OF DSCAPE DRIPLINE TUBING USH PLUG JLTI-DIAMETER COUPLING SIN BIRD MDCF-COUP OR EQUAL :K (1 OF 2) NOTES: 1 Iviril11v1UM DEPTH OF 3/4 -INCH WASHED GRAVEL 1. ALLOW A SMALL AMOUNT OF TUBING PLAY INSIDE THE VALVE BOX IN ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX D FLUSH VALVE 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 �p,ND S Cq p� M. FER 5 6 0 C 9'A SQ P # lfgL �--A 0 rn I n I-, n n '-1 J UHII \F OF CA��FO/ !111iowl 1. LIGHT POST MOW APRON 2. LIGHT POST BASE (REFER TO ELECTRICAL PLANS FOR DETAIL). 3. NOT USED 4. SCORE LINE (TYPICAL) 5. EXPANSION JOINT NOTE: LIGHT POST MOW APRON TO BE POURED MONOLITHIC W/ ADJACENT SIDEWALK E TYPICAL LIGHT POST APRON LAN DSCAPE DRAWN BY: ARCHITECTURE SK, SF, YM DESIGNED BY: SK 310 NORTH JOY STREET I CORONA, CA 92879 CHECKED BY: T: 951.737.1124 1 F: 951.737.6551 SK BM D. R. HORTON TR 18859 - CFD LANDSCAPE PLANS PLANTING AND SCALE:N.T.S. jf�RIGATION DTAILS DATE. 11-07-14 \PPROV BY:DRAWING NO.:740 DA : S/5290 CITY ENGINEER 11 WALL OR FENCE / J SCREW OR BOLT -AS GORI)ITIONS REQUIRE 10 GA, STAINLESS STEEL WIRE STAINLESS STL. � WASHER -AS CON DMO NS P REoulRE ._ I . NN" -WONDER TIE OR —t EQUAL -AS NEEDED BACKFILL ESPALIERED PLANT PER SPECS OR VINE NOTE PAINT tt3OL.T OR SCREW TO MATCH SURFACE BEHINQ r —WALL 6-xo, CQNGRETE VINE CCLLORS [N rJR: AREk; MILY ?LAI VIEW , ¢ROVED BY ,' CITY OF FONTANA 5115L CITY ENGINEER DATE VINE PLANTING RICARDO SANDOVAL RICARDO SANDOVAL * EXP. 9130105 EXP. 015108 REVIEWED BY: Tima# v Rastedt REVIEWED BY il�° othy Eastrcit CIVIL - ST IJ. PLAN NO, Su31 SHT OF °i �rg7F �F CAt 1G�DATE. OF LAST REVISION: 1 —28 -Do STD. PLAN NG. 8035 , � Ivn_ '�� DATE 01 LAST REVISION: -DoSTD, PLAN SID: fl 7 SIi1 `� OF! SHT OFF �A1iF REFER TO PLAN LEGEND 1 6" X 6" CONCRETE CURB PER CIVIL ENGINEER'S PLANS 2 6" X 6" X 12' CONCRETE MAINTENANCE OUT STRIP 3 LANDSCAPING PER PLANTING PLANS B CONCRETE MAINTENANCE CURB TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION 1. 6" ROUND VALVE BOX: RAINBIRD VB-6RND 2. TOP OF MULCH 3. FINISH GRADE 4. AIR RELIEF VALVE KIT: RAINBIRD X17000AIR VALVE KIT 5. LANDSCAPE DRIPLINE TUBING:RAINBIRD DRIPLINE XFS 6. 3" MINIMUM DEPTH OF %4' WASHED GRAVEL C AIR RELIEF VALVE DATE I ENGR. I CITY I DATE SIMILAR PATTERN IS TO BE USED TC TC SEE PLA,Ns F'OR MEDIAN WIDTH --- - - -� NOTE: WHERE CURB ELEiATIONS I 'JARY INSTALL TO �I SFE DETAIL A GRAIN TO LOW CURB. ` (� J i 1" CONCRETE CAP 9FTWEEN ROCKS I" CONCRI=TE GAP E3r7_ WEEN ROCKS AND BACK OF CURB SET ROCK TO FUi..L DEPTH IN CONCRETE aED WITH REQUIRED 1 "— I.5`EXPOSURc ABOVE TC. WIRE BRUSH FINISH JOINTS BETWEEN ROCKS f' ROCK HEIGHT 1/ 1� 6" MIN, PEA G-,A'v'EL CONCRETE BED INCH ABOVE TC I �� t_ DETAIL A NOT TC) SCALE F"OR ILLUSTRATNE PURPOSES ;ONLY q. 90 MIN. COMPACTED SUBGRZADE OR RASE MATERIAL PER PLANS AND SPECS. 1- ROCK SIZES UNLESS OTHERWISE SPECIFIED SHALL BE: COBBLESTONES: VAX. 12' TO MI N. 6", NO MORE THAN 50% OF ANY ONE SIZE. 2. A SAMPLE AREA. MIN. 10 SQ. FT. SHALL BE APPROVED BY THE CITY INSPEC70P PRIOR TO PROL EEOING WITH THE FIEMANING ROCK WORK. 3, FINAL RESTING POSITION OF ALL ROCKS SHALL BE APPROVED BY THE CITY INSPECTOIR, 4. ROCKS SHALL BE SMOOTH. ROUNDED, FREE OF OBJECTIONABLE DISFIGURATIONS AND IRON CONTENFT AS APPROVED BY THE CITY INSPECTOR 5. 00bl-,RI TF_. SHALL. BE CLASS S20 -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 V BETWEEN R00—KS WILL BE ACCEPTABLE. 4" FILLER ROCKS WILL BE ACCEPTED TO MAINTAIN THE l" JOINT. r3. WHERE ROCK BORDERS TURF AREA, PLACE V CONCRETE EDGE BETWEEN BACK OF POCK AND TURF. RADIUS EDGES 1/2" FINISH GRADE (TURF SIDE) #3 REIBAR, 'CONTINUOUS NATIVE SOIL 90% COMPACTED NATE: MOV: CURE3 SMALL BE PLACED BMNEEN ALL GRASS AND PLANTER AREAS UNLESS OTHERWISE NCS -IED. RnVI70 Y: CITY OF FONTANA o��wEss;� � '�AP BOvBY: CITY OF FONTANA No, 51152 CITY ENGINEER DATE TYP. ROCK TREATMENT No51152 CITY ENGINEER DATE CON CRETE MOW CURB RICARDO SANDOVAL RICARDO SANDOVAL * EXP.913Gi05 * -k EXP.9134f05 REVIEWED BY:--__Bmat�_Rnste�d� REVIEWED BY: "myth} Rested# CiYIS. ` CN1 \4 sir �F CA111�� DATE OF LAST REVISION: 1-28--00 STD. PLAN N0. 5045 SHT OF s9pk OF CAL1EpDATE OF LAST REVISION: Oi� _ STD. PLAIT' N0. 5p44 SHT 1 OF DSCAPE DRIPLINE TUBING USH PLUG JLTI-DIAMETER COUPLING SIN BIRD MDCF-COUP OR EQUAL :K (1 OF 2) NOTES: 1 Iviril11v1UM DEPTH OF 3/4 -INCH WASHED GRAVEL 1. ALLOW A SMALL AMOUNT OF TUBING PLAY INSIDE THE VALVE BOX IN ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX D FLUSH VALVE 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 �p,ND S Cq p� M. FER 5 6 0 C 9'A SQ P # lfgL �--A 0 rn I n I-, n n '-1 J UHII \F OF CA��FO/ !111iowl 1. LIGHT POST MOW APRON 2. LIGHT POST BASE (REFER TO ELECTRICAL PLANS FOR DETAIL). 3. NOT USED 4. SCORE LINE (TYPICAL) 5. EXPANSION JOINT NOTE: LIGHT POST MOW APRON TO BE POURED MONOLITHIC W/ ADJACENT SIDEWALK E TYPICAL LIGHT POST APRON LAN DSCAPE DRAWN BY: ARCHITECTURE SK, SF, YM DESIGNED BY: SK 310 NORTH JOY STREET I CORONA, CA 92879 CHECKED BY: T: 951.737.1124 1 F: 951.737.6551 SK BM D. R. HORTON TR 18859 - CFD LANDSCAPE PLANS PLANTING AND SCALE:N.T.S. jf�RIGATION DTAILS DATE. 11-07-14 \PPROV BY:DRAWING NO.:740 DA : S/5290 CITY ENGINEER 11