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HomeMy WebLinkAbout3136-4101 SOIL C.,iillHARACJ'ERISTIC,..S 0 MAXIMUM PRECIPITA RATE: - INCH PEP HOUR SOIL TEXTURE 0 to 5 0/0 slope 5 to 8 0/0 slope 8 to 12 0/0 slope 12 0/0 + slope Cover Bare Cover Bare Cover Bare Cover Bare OF HAR05CAPE. Course sandy soils 2.00 2.00 2.00 1.50 1.50 1.00 1.00 0.50 Course sandy soils over compact subsoil 1.75 1.50 1.25 1.00 1.00 0.75 0.75 0.40 Light sandy looms 1.75 1.00 1.25 0.80 1.00 0.60 0.75 0.40 uniform RECEIVE 9" MIN. MULCH COVER A5 A &ROUND COVER. PVC SCH 80 NIPPLE Light sandy loams 1125 0,75 1 +00 0j50 0,75 0,40 0450 0130 ov4Ii i SPpBk VI II MATERIAL DURIN6 THAT ONE YEAR PERIOD. 8. THE POLL4WIN6 AMENDMENTS SHALL BE UNITOORMALL4e BROADdAS'T Uniform silt looms 1.00 0.50 0.80 0.40 0.60 0.30 0.40 0.20 Silt looms over 0.60 0.30 0.50 0.25 0.40 0.15 0.30 0.10 compact subsoil STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT NOTES THI5 FORMULA 15 A STD. MIX AND WILL CHANGE IF Heavy clay or clay 0.20 0.15 0.15 0.10 0.12 0.08 0.10 0,06 loom SITE SOIL. NOMINAL QUICK COUPLING VALVE INLET SIZE. 101 SOIL C.,iillHARACJ'ERISTIC,..S 0 7 QUIGK-GOUPLIN6 VALVE 4" MIN. CLEARANCE 14 14 PAVING DITCH dI SLEEVES 18» MIN. I -- PVC CAP (TYPICAL) 24" MIN. TO FINISH GRADE PAVING PVC CAP (TYPICAL) NOTES: 1. ALL PVC IRRIGATION SLEEVES TO BE SCH. 40 PIPE. 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO 24 -INCHES MINIMUM ABOVE FINISH GRADE. 4. MECHANICALLY TAMP TO 95% PROCTOR. SLEE\/INr.-; SECTION VIEW MAINLINE, LATERAL, MAINLINE LATERAL WIRING IN AND WIRING IN PIPE PIPE CONDUIT THE SAME TRENCH FINISH GRADE/TOP OF MULCH RUN WIRING UNDER I. CONTRACTOR SHALL VERIFY PLANT COUNT FOR 5IDDIN6 PURPOSES. MAINLINE, TAPE AND QUICK -COUPLING VALVE: BUNDLE AT 10' O.C. TRENCH AS SHOWN CHANGES OF AREASI AT END OF PLANT DIRECTION OF 30? 2. ROOT BARRIERS SHALL BE PROVIDED FOR ALL TREES WITHIN 5' 3 VALVE BOX WITH COVER: REMAINING BASINS) OF HAR05CAPE. NOTEf 6 -INCH SIZE SLEEVE BELOW ALL HARDSCAPE 5. CONTRACTOR TO PROVIDE DRAINAGE SYSTEM FOR ALL PLANTING AREAS. PVC 2 TIMES THE DIAMETER OF THE PIPE WITHIN, PVC SCH 80 NIPPLE FIFE NIRS TRENCCHI,N6 V (LENGTH AS REQUIRED) 4"-6" DEEP TILLED PLANTING 4, SEE ARCH. 4 CIVIL PLANS FOR EXACT DIM. 4 5PEGIFIGATION5. 5. 3 -INCH MINIMUM DEPTH OF BED ' FINISH GRADE) 3/4 -INCH WASHED GRAVEL 6. 5. EX15T'6 TREE INDICATE TO REMAIN SHALL BE PRE5ERY_ED 4 PROTECTED PVC SCH 40 STREET ELL - NATURAL SUBGRADE DURING THE COUR5E OF CONSTR4TION. 7, BRICK (1 OF 2) SECTION 6. PLANTING AREAS WHICH HAVE NO GROUND COVER INDICATED SHALL RECEIVE 9" MIN. MULCH COVER A5 A &ROUND COVER. PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) FQ 1. CONTRACTOR SHALL 6UARANTEE PLANT MATERIAL FOR ONE YEAR PVC SCH 40 STREET ELGq<1 AFTER INSTALLATION AND REPLACE ANY 01515A5150 OR DAMAGED MATERIAL DURIN6 THAT ONE YEAR PERIOD. 8. THE POLL4WIN6 AMENDMENTS SHALL BE UNITOORMALL4e BROADdAS'T GROUND COVER PLANTS AND THROU6HLY INCORPORATED TO A DEPTH OF 12" MIN. BY PVC SCH 40 TEE OR ELL 4 SEE PLANTING PLAN FOR ROTOTILLER EQUAL AMOUNT PER 1000 50. FT. PVC MAINLINE PIPE SPACING REQUIREMENT 6 GU. YD. (29 NITR06EN 5TA5ILIZF0 ORGANIC AMENDMENT PVC SCH 40 ELL < P�. DERMED FROM REDWOOD SAWDUST, FIR 5AWDU5T, OR FINELY 2" x 2" REDWOOD STAKE W/ J 6ROUND BARK 5 L55. AMMONIUM SURF TIE. STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT NOTES THI5 FORMULA 15 A STD. MIX AND WILL CHANGE IF SUPPORT SYSTEM THERE ARE ANY UNUSUAL 501L CONDITIONS AT THE NOTE: SITE. COMPACTED BACKFILL SHALL BE 100 A6 ON 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO PLAN SITE SOIL. NOMINAL QUICK COUPLING VALVE INLET SIZE. 7 QUIGK-GOUPLIN6 VALVE 4" MIN. CLEARANCE 14 14 PAVING DITCH dI SLEEVES 18» MIN. I -- PVC CAP (TYPICAL) 24" MIN. TO FINISH GRADE PAVING PVC CAP (TYPICAL) NOTES: 1. ALL PVC IRRIGATION SLEEVES TO BE SCH. 40 PIPE. 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO 24 -INCHES MINIMUM ABOVE FINISH GRADE. 4. MECHANICALLY TAMP TO 95% PROCTOR. SLEE\/INr.-; SECTION VIEW MAINLINE, LATERAL, MAINLINE LATERAL WIRING IN AND WIRING IN PIPE PIPE CONDUIT THE SAME TRENCH �{- I GROUND CC\iR PLANTING DETAIL CONC. BLOCK WALL STAKE VINE - 1. PLANT AS CLOSE TO WALL AS POSSIBLE 2. REMOVE TIES &TRAIN VINE TOWARD WALL / GROUND COVER PER PLAN ••,< ��I��IIII 11111=�:.. 5 I \/INE PLANTING DETAIL PREPARED BY: TERRY LEE DESIGN GROUP 220 WEST LESLIE DRIVE SAN GABRIEL, CA 91775 TEL: (626) 285-6522 FAX: (626) 285-6479 1, TREE (PER PLAN) 2, FINISH GRADE 3. 3' DIA. x 4'-0' PERFORATED DRAIN PIPE WITH GRATED CAP (2 PER TREE) 4, CONCRETE WALK (WHERE OCCURS) 5. 3/4' GRAVEL BACKFILL 6. LINER ROOT BARRIER 72' FOR EACH PANEL 7. COMPACTED SOIL MIX (SEE SOIL BACKFILL NOTE) 8, 21 GRAM PLANT TABLETS PER TREE PLANTING DETAIL PROJECT: 13 -UNIT P.U.D. TRACT NO. 16027 CATAWBA AVE. / FONTANA AVE. FONTANA, CA I I LANDSCeAFE NOTES I. IRRIGATION 5Y5TEM DE516N PRE55URE 50.19 P51. 4 MAX. OF -516N DEMAND 11-1 GPM. 2. ALL WORK SHALL COMPLY WITH THE LATEST UNIFORM PLUM51N6 CODE A5 WELL A5 LOCAL ORDINANCES. 3. ALL IRR16ATION LINES UNDER DRIVES TO BE INSTALLED IN PVC SLEEVE ® 24" DEPTH MIN. 4. LOCATE ALL RCV'5 4 H5'5 IN PLANTING AREAS. (Ti 5. JET ALL LINES AND TRENCHES UNDER PAVING 95 % MIN. COMPACTION., ALL BACKFILLS SHALL BE COMPACTED TO A MIN. OF 90 5. (7. INSTALL REMOTE CONTROL VALVE IN AMETEX 12" BOX OR EQUAL ( ONE VALVE PER BOX) 4 MARKED " IRRIGATION "., LOCATED BOXES IN GROUND COVER AREAS WHENEVER POSSIBLE AND A MIN. 12" FROM PAVING OR CURBS. 1. THE CONTRACTOR SHALL PROVIDE OANER WITH A COMPLETELY OPERATING 5Y5TEM AND CLEAN SET OF MARKED PRINTS A5 " AS- BUILT " DRAWINGS. REFERENCE ALL TRENCHES WITH DIMEN51ONS TO NEAREST BUILDIN6 OR PAVIN6. 5. THE CONTRACTOR SHALL WARRANT THAT THE SYSTEM WILL BE FREE FROM DEFECTS OF WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR. ALL REPAIRS NECE55ARY SHALL BE MADE AT NO COST TO THE OWNER. 21 IRRIGATION NOTES 1, SHRUB OR VINE PER PLAN PLAN VIEW RUN WIRING UNDER ALL PLASTIC PIPING TIE A 24' LOOP MAINLINE, TAPE AND TO BE SNAKED IN IN ALL WIRING AT BUNDLE AT 10' O.C. TRENCH AS SHOWN CHANGES OF AREASI AT END OF PLANT DIRECTION OF 30? UNTIE AFTER ALL 3 CONNECTIONS REMAINING BASINS) HAVE BEEN MADE. NOTEf FINISH GRADE SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 40 PVC 2 TIMES THE DIAMETER OF THE PIPE WITHIN, - FIFE NIRS TRENCCHI,N6 V �{- I GROUND CC\iR PLANTING DETAIL CONC. BLOCK WALL STAKE VINE - 1. PLANT AS CLOSE TO WALL AS POSSIBLE 2. REMOVE TIES &TRAIN VINE TOWARD WALL / GROUND COVER PER PLAN ••,< ��I��IIII 11111=�:.. 5 I \/INE PLANTING DETAIL PREPARED BY: TERRY LEE DESIGN GROUP 220 WEST LESLIE DRIVE SAN GABRIEL, CA 91775 TEL: (626) 285-6522 FAX: (626) 285-6479 1, TREE (PER PLAN) 2, FINISH GRADE 3. 3' DIA. x 4'-0' PERFORATED DRAIN PIPE WITH GRATED CAP (2 PER TREE) 4, CONCRETE WALK (WHERE OCCURS) 5. 3/4' GRAVEL BACKFILL 6. LINER ROOT BARRIER 72' FOR EACH PANEL 7. COMPACTED SOIL MIX (SEE SOIL BACKFILL NOTE) 8, 21 GRAM PLANT TABLETS PER TREE PLANTING DETAIL PROJECT: 13 -UNIT P.U.D. TRACT NO. 16027 CATAWBA AVE. / FONTANA AVE. FONTANA, CA I I LANDSCeAFE NOTES I. IRRIGATION 5Y5TEM DE516N PRE55URE 50.19 P51. 4 MAX. OF -516N DEMAND 11-1 GPM. 2. ALL WORK SHALL COMPLY WITH THE LATEST UNIFORM PLUM51N6 CODE A5 WELL A5 LOCAL ORDINANCES. 3. ALL IRR16ATION LINES UNDER DRIVES TO BE INSTALLED IN PVC SLEEVE ® 24" DEPTH MIN. 4. LOCATE ALL RCV'5 4 H5'5 IN PLANTING AREAS. (Ti 5. JET ALL LINES AND TRENCHES UNDER PAVING 95 % MIN. COMPACTION., ALL BACKFILLS SHALL BE COMPACTED TO A MIN. OF 90 5. (7. INSTALL REMOTE CONTROL VALVE IN AMETEX 12" BOX OR EQUAL ( ONE VALVE PER BOX) 4 MARKED " IRRIGATION "., LOCATED BOXES IN GROUND COVER AREAS WHENEVER POSSIBLE AND A MIN. 12" FROM PAVING OR CURBS. 1. THE CONTRACTOR SHALL PROVIDE OANER WITH A COMPLETELY OPERATING 5Y5TEM AND CLEAN SET OF MARKED PRINTS A5 " AS- BUILT " DRAWINGS. REFERENCE ALL TRENCHES WITH DIMEN51ONS TO NEAREST BUILDIN6 OR PAVIN6. 5. THE CONTRACTOR SHALL WARRANT THAT THE SYSTEM WILL BE FREE FROM DEFECTS OF WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR. ALL REPAIRS NECE55ARY SHALL BE MADE AT NO COST TO THE OWNER. 21 IRRIGATION NOTES 1, SHRUB OR VINE PER PLAN 3 I SHRUB PLANTING a � Se L�,• ,vu `V� L :L n f �foflat Q Date , j. pF CL� 0 LAtDSe, p V N 6 ca *-,.f...jot *. .n. Dal• CITY OF FONTANA DRAWN BY: SCALE: T.L LANDSCAPE & IRRIGATION NOTES & DETAILS NO SCALE DESIGNED BY: " "� CT N f 7 DATE: T. 10-28-01 CHECKED BY: APPROVED.�� ©� DWG NO: 4 B.L. CITY ENGINEER �, R.C.E. `D ��� 4 2, EARTH WATERING BASIN (RAKE SMOOTH PRIOR TO SEEDING IN HYDROSEED AREASI AT END OF PLANT ESTABLISHMENT PERIOD FOR ALL 3 REMAINING BASINS) 3, FINISH GRADE 4, 7 GRAM PLANT TABLETS - I GAL = 3, 5 GAL = 6, 15 GAL = 9 V 5. ROOTBALL (SET CROWN +/- 3' ABOVE FINISH GRADE) 6. COMPACTED BACKFILL MIX (PER PLANTING SPECS/NOTES) 7, UNDISTURBED NATIVE SOIL 3 I SHRUB PLANTING a � Se L�,• ,vu `V� L :L n f �foflat Q Date , j. pF CL� 0 LAtDSe, p V N 6 ca *-,.f...jot *. .n. Dal• CITY OF FONTANA DRAWN BY: SCALE: T.L LANDSCAPE & IRRIGATION NOTES & DETAILS NO SCALE DESIGNED BY: " "� CT N f 7 DATE: T. 10-28-01 CHECKED BY: APPROVED.�� ©� DWG NO: 4 B.L. CITY ENGINEER �, R.C.E. `D ��� 4