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HomeMy WebLinkAbout3263-7SEE DETAIL A 1" CONCRETE GAP BETWEEN ROCK AND BACK OF CURE SET ROCK TO FULL DEPTH IN CONCRETE BED WITH REQUIRED 1/2"' EXPOSURE ABOVE TO. WIRE BRUSH FINISH JOINTS BETWEEN ROCKS ROCK HEIGHT 6- MIN. PEA GRAVEL CONCRETE BED 1/2 INCH ABOVE TO f DETAIL A • .:'.r. . r . "F' - ' ^ NOT TO SCALE FOR IL'LUST'RATIVE PURPOSES ONLY \90% MIN. COMPACTED SUBGRADE OR BASE MATERIAL PER PLANS AND SPECS, 1. ROCK 51ZE5 UNLE55 OTHEKWI5E 5PECIFIED SHALL DE: C035LE5TONE5: MAX. 12" TO MIN, 6" WITH ONE 5IDE FLAT. 2. 1/a INCH MIN. EXP05URE OF ROCK ABOVE TOP OF CURS.. 3. A SAMPLE AREA, MIN. 1050. FT. 5HAL. 6E AFF OVED BY THE CITY IN51"ECTOR PRIOR TO PROCEEDING WITH THE RE-MA`.N.'NG ROCK WORK, 4. FINAL RESTENG F051TION OF ALL ROCK5 5HAI-L BE APPROVED 5Y THE CITY iN5PECTOR. 5. ROCKS 5HALL BE 5MOOTH, ROUNDED, FKEE OF 05JECTIONA13LE 0I5FIGURATION5 AND IRON CONTENT A5 AFPROYED 5Y THE CITY IN51`ECT�OR 6. CONCRETE 5HALL 5E CLA65 520-D-2500 41NCH 5_UMF WKGFETE. 7. WIRE BRU5H ALL JOINTS AFTER THE IN5TALLAT O d CF 1 -HE ROCKS e, AFTER CONCRETE MORTAR HA5 5ET, HYCRO 5LA5T A5 DIRECTED B"irE CITY IN5FECTOR. DRU 5H ROCKS TO REMOVE CEMENT COATING. 9. WHERE ROCKS BOARDER TURF/PLANTER AREA, PLACE 2" CONCRETE EDGE BETWEEN BACK OF ROCK AND TURF/PLANTER. TYP. ROCK TREATMENT TOP OF WALL WALL OR FENCE SCREW OR BOLT—AS CONDMONS REQUIRE 5'—p„ 1 1/2X ROOTBALL N.T.S. 10 VINE PLANTING 10 G,4. STAINLESS WIRE SEE PLANS FOR MEDIAN WIDTH s N WHERE CURB ELEVATIONS VARY INSTALL TO DRAIN TO LOW CURB. 1" CONCRETE GAP BETWEEN ROCK AND BACK OF CURE SET ROCK TO FULL DEPTH IN CONCRETE BED WITH REQUIRED 1/2"' EXPOSURE ABOVE TO. WIRE BRUSH FINISH JOINTS BETWEEN ROCKS ROCK HEIGHT 6- MIN. PEA GRAVEL CONCRETE BED 1/2 INCH ABOVE TO f DETAIL A • .:'.r. . r . "F' - ' ^ NOT TO SCALE FOR IL'LUST'RATIVE PURPOSES ONLY \90% MIN. COMPACTED SUBGRADE OR BASE MATERIAL PER PLANS AND SPECS, 1. ROCK 51ZE5 UNLE55 OTHEKWI5E 5PECIFIED SHALL DE: C035LE5TONE5: MAX. 12" TO MIN, 6" WITH ONE 5IDE FLAT. 2. 1/a INCH MIN. EXP05URE OF ROCK ABOVE TOP OF CURS.. 3. A SAMPLE AREA, MIN. 1050. FT. 5HAL. 6E AFF OVED BY THE CITY IN51"ECTOR PRIOR TO PROCEEDING WITH THE RE-MA`.N.'NG ROCK WORK, 4. FINAL RESTENG F051TION OF ALL ROCK5 5HAI-L BE APPROVED 5Y THE CITY iN5PECTOR. 5. ROCKS 5HALL BE 5MOOTH, ROUNDED, FKEE OF 05JECTIONA13LE 0I5FIGURATION5 AND IRON CONTENT A5 AFPROYED 5Y THE CITY IN51`ECT�OR 6. CONCRETE 5HALL 5E CLA65 520-D-2500 41NCH 5_UMF WKGFETE. 7. WIRE BRU5H ALL JOINTS AFTER THE IN5TALLAT O d CF 1 -HE ROCKS e, AFTER CONCRETE MORTAR HA5 5ET, HYCRO 5LA5T A5 DIRECTED B"irE CITY IN5FECTOR. DRU 5H ROCKS TO REMOVE CEMENT COATING. 9. WHERE ROCKS BOARDER TURF/PLANTER AREA, PLACE 2" CONCRETE EDGE BETWEEN BACK OF ROCK AND TURF/PLANTER. TYP. ROCK TREATMENT TOP OF WALL WALL OR FENCE SCREW OR BOLT—AS CONDMONS REQUIRE 5'—p„ 1 1/2X ROOTBALL N.T.S. 10 VINE PLANTING STORM DRAIN/ N.T.S. 17 UNDERGROUND STRUCTURE CATCH BASIN TRASFORMER VAULT. R SIDEWALK F, z DRIVE APPROACH s.L. ❑ y CURB AND GUTTERS � 5 5 10 10' MIN MIN MIN MIN NOTES: 1. TREE 5 -PACING SHALL CONFORM TO PLANS APPROVED BY IT F CITE' ENGINEER 2. ALL rVEEt IN THE R.O.W. ARE SUBJECT TO LIIIIE.OF.SIGHT CRITERIA AS APPROVED BY TRAFFIC ENGINEER, 3. AT ALL LOCAL RESIDENTIAL INTERSECTIONS THE FIRST TWO PARKWAY TREES AT ALL APPROACHES TO BE PLACED BEHIND SIDEWALK. 4. MAINTAIN "10 FEET FROM CENTER OF STREET TO EDGE OF ALL UNDERGROUND FACILITIES. 4. MAINTAIN 10 FEET FROM ALL STREET LIGHTS, UTILITIES STRUCTURES AND VALVE BOXES. 2 1" r— FINISH GRADE 6 CONCRETE HEADER — WITH COLD JOINTS _—_ 611 AT 5'-0" O.C. G. = 311 #3 REBAR - CONTINUOUS COMPACTED 3" SUBGRADE 6„ NOTES: 0 CLEAN 6" - 8" DIAMETER NATIVE STONE, HAND -PLACED, ROUND SIDE UP, WITH SIDES TOUCHING. 2O MINIMUM 30% SET IN DRY SAND / CEMENT MIXTURE. MATERIAL NOTE: TO BE WETTED IN PLACE. FACE OF ROCK SHALL BE FREE OF 1. POURED CONCRETE HEADER SHALL BE FORMED ON BOTH SIDES WITH SMOOTH MIXTURE. 6" DEEP MIXTURE CONSISTS OF 80% MASONRY SAND STEEL TROWEL FINISH ON THE TOP AND RADIUS EDGES. 2. TOP OF HEADER SHALL BE 1" ABOVE FINISH GRADE AND CURVES SHALL AND 20% CEMENT. BE UNIFORM AND FREE FLOWING. 0 DEEP -WOVEN WEED BARRIER: HIGH UV, NON -BIODEGRADABLE BY BELTON INDUSTRIES (800) 562- 5283 O4 90% COMPACTED SOIL SUBGRADE I COBBLESTONE PAVING N.T.S. j 4 CONCRETE MOWSTRIP SHINGLE NAIL LODGE POLE TREE TRUNK n A ) v)� �1 � CINCH TIE �. J ���,' (DO NOT TWISRT) 2 - 2" DIA. X I O' LEDGEPOLE �� y`' PINE STAKE SET PLUMB AND ✓U � Lf� LOW ENOUGH SO BRANCHES \� ���� NOTES: Do NOT Toucx. POLE EXPOSED �� �, A/'� UNDER NO CIRCUMSTANCES IS 5' MIN. FROM TOP TO GROUND LEVEL. ROOT CROWN OF TREE TO BE PREVAILING WIND _ BURIED BELOW SOIL LEVEL. �� �) 1 4 -18" CLINCH TIES 1 REMOVE NURSERY STAKE AS 1 ° ORGANIC MULCH MIN. NAIL TO STAKES WITH MEDIUM TO HEAVY GRIND. l GALVANIZED ROOFING REQUIRED FOR HEALTH OF THE (WIND RESISTANT)\J�j NAIL, AT 9" AND 18" FROM TOP TREE. (GONE AT END OF OF POLE. MAINTENANCE PERIOD) 3" HIGH WATER BASIN, AT TIME OF PLANTING. EXPANDABLE TRUNK -GUARD TO BE PLACED AROUND BASE GRADE AWAY FROM TRUNK)CE PERIOD - SCARIFY SIDES OF E OF TRUNK -LAWN ARFAC 0M v / PLANTING HOLE V ORGANIC MUL( MEDIUM TO HEA` (WIND RESISTANT SCARIFY PLANTIN, AND ROO IAGRIFORM BE ADDED PI WHEN PLANTED WITHIN 8' OF HARDSCAPE. AND ROOTBALL. PLANTING TABLETS PER NOTES. N.T.S. 11 EARTH BERM (REMOVE AT END OF MAINTENANCE PERIOD - GRADE AWAY FROM TRUNK.) FINISH GRADE PREPARED BACKFILL (SEE SPECIFICATIONS) HOLE DEPTH NO \Tv DEEPER THAN ROOTBALL. 2X DIA. ROOTBALL NOTE: UNDER NO CIRCUMSTANCES IS ROOT CROWN OF SHRUB TO BE BURIED BELOW SOIL LEVEL. NOT USED N.T.S. 11 TREE PLACEMENT N.T.S. 8 TREE PLANTING AND STAKING N.T.S. 5 SHRUB PLANTING N.T.S. 2 11 1 TREE ORATE i' PERFORATED " POE 11146 IROOTWL � � N •1IN " ORGANIC MULCH M. WALL OR € MEDIUM TO HEAVY GRIND. FENCE RATE OPFNING s (WIND RESISTANT) RM VI NTS}NN9 DETiL WAII wX C, _ FLOOD I � t P.V.r- self IN LASER PNTC FkL FEEWF TWWM FOR RL';ER k SOl4EM TEED .UNtS v AUSSETi C T[ CR AF'PRMTO U- lI ass 2M UITW EQU4, F" PM M to NDSE � ( �� � CENTER VINE ND AWIRE DO NOT rOST 1' . � sEa� MOH W TO Im WM INSIDE POCKET +.rte ( ) 4' rfff0V0 46 WA ' 2 D i 6" X 6" CONCRETE �— iAti L0DOE1'OEE PINE TREE M To wrol or AWll w STAKE, COPi M HAKHENnTE MOWSTRIP PER RI AQpEMl TREATED it DRII II R l; UN0 TO 2 FF. WK D" (2) RM'a DETAIL 1 THIS SHEET. MUR DETAIL U MIN. 18" INSIDE RADIUS IF SETTLEMENT OF ROO-BALL OCGURS. ADJUST TREE SO I '� THAI NURSERY 500. UNE I5 I �� AT AIDE LEVEL COBBLESTONE ���% +' mNc srrrlx ������ R/w PAVING • %4 RESAIR y w 6" COND. SQflAA4x ONE PECE NOUX) # READ R= 22' DK TDP NOTE: NATNE SOIL OMW)ST R D--�� dirt o- Fs 11 V& rr W I�If1tlr 1. POURED CONCRETE HEADER SHALL BE FORMED ON BOTH SIDES WITH SMOOTH WW. DR s-uwrowtl 00. OR 1v - 012 MAIL IM _ A1'Twww Ems. STEEL TROWEL FINISH ON THE TOP AND 3/4" RADIUS EDGES. AWFORU TA&F's TO EE ` 2. TOP OF HEADER SHALL BE 1" ABOVE FINISH GRADE AND CURVES SHALL ADDED PER WIPJFACFURERS ROOT841 CINIETER +' pERrDRATEO (Ktlpl PPw «* ■�■�oe� - Trs s>� BE UNIFORM AND FREE FLOWING. 3. HEADER SHALL BE INSTALLED PER MOWSTRIP DETAIL ON THIS SHEET, NOT USED112VINE POCKET N.T.S STREET TREE PLANTING N.T.S. 9 N.T.S. 16 CITY OF FONTANA , CALIFORNIA Landscape Architecture Urban Design & Planning 455 W. 4th St., Ste. C San Bemardino, CA 92401 phone: (909) 888-5568 e-mail: rpa91 @msn.com fax: (909)384-9854 Richard Pope, Landscape Architect CA# 2664 N DSCA pF pOPE L /C 9 i 0 &Lij EC — �1 *�Cc �* ,F OF CAL1F� Client: VJestern Pacific Development & Construction Co. 6710 Beryl Street Alla Loma, CA 91701 (999) 989-2134 Attn: Jack Hull R quo ■ co �! Q ca LL: cc Q cc 011■0 IC C.3 0 C 06 i a as ca Q � co Co R _ C Ift" a ,® C CW ca L6 A.. CO CL uCi C It H cL A LU O C tC H :2 L6 v J I Sheet Description: Planting Details Date: Aug. 21, 2002 Rf'�A Job No.: 02-20 Drawn by: KD SMc RCV151on5: Drawn By: Scale: SMC C.F.D. LANDSCAPE IMPROVLANS 1„_ 20, Designe-d By: f0rFL5-1�zI"Ynt Sheet: ,��A2 No. 16027DFAWI 2 1 / 2002) APPROVED: 6. wg. No. /741Z � CITY ENGINES : RIA . i :AN 0 ,�L LIC.#51'1 52 EXP.1 �/31 /C J i 6 J 9 N.T.S. 3 Of: 9 10 G,4. STAINLESS WIRE p s N STAINLESS STL WASHER—AS e CONDITIONS N REQUIRE N WONDER TIE OR EQUAL—AS NEEDED 00 BACKFILLESPAUERED PLANT PER SPECS OR VINE /T/"%" i;/i T" NOTE PAINT BOLT OR SCREW TO MATCH SURFACE BEHIND ROOTBALL ELEVATION VIEW WALL 0'A' CONCAEIE VINE COLUM N AW AREAS ONLY PLAN VIEW STORM DRAIN/ N.T.S. 17 UNDERGROUND STRUCTURE CATCH BASIN TRASFORMER VAULT. R SIDEWALK F, z DRIVE APPROACH s.L. ❑ y CURB AND GUTTERS � 5 5 10 10' MIN MIN MIN MIN NOTES: 1. TREE 5 -PACING SHALL CONFORM TO PLANS APPROVED BY IT F CITE' ENGINEER 2. ALL rVEEt IN THE R.O.W. ARE SUBJECT TO LIIIIE.OF.SIGHT CRITERIA AS APPROVED BY TRAFFIC ENGINEER, 3. AT ALL LOCAL RESIDENTIAL INTERSECTIONS THE FIRST TWO PARKWAY TREES AT ALL APPROACHES TO BE PLACED BEHIND SIDEWALK. 4. MAINTAIN "10 FEET FROM CENTER OF STREET TO EDGE OF ALL UNDERGROUND FACILITIES. 4. MAINTAIN 10 FEET FROM ALL STREET LIGHTS, UTILITIES STRUCTURES AND VALVE BOXES. 2 1" r— FINISH GRADE 6 CONCRETE HEADER — WITH COLD JOINTS _—_ 611 AT 5'-0" O.C. G. = 311 #3 REBAR - CONTINUOUS COMPACTED 3" SUBGRADE 6„ NOTES: 0 CLEAN 6" - 8" DIAMETER NATIVE STONE, HAND -PLACED, ROUND SIDE UP, WITH SIDES TOUCHING. 2O MINIMUM 30% SET IN DRY SAND / CEMENT MIXTURE. MATERIAL NOTE: TO BE WETTED IN PLACE. FACE OF ROCK SHALL BE FREE OF 1. POURED CONCRETE HEADER SHALL BE FORMED ON BOTH SIDES WITH SMOOTH MIXTURE. 6" DEEP MIXTURE CONSISTS OF 80% MASONRY SAND STEEL TROWEL FINISH ON THE TOP AND RADIUS EDGES. 2. TOP OF HEADER SHALL BE 1" ABOVE FINISH GRADE AND CURVES SHALL AND 20% CEMENT. BE UNIFORM AND FREE FLOWING. 0 DEEP -WOVEN WEED BARRIER: HIGH UV, NON -BIODEGRADABLE BY BELTON INDUSTRIES (800) 562- 5283 O4 90% COMPACTED SOIL SUBGRADE I COBBLESTONE PAVING N.T.S. j 4 CONCRETE MOWSTRIP SHINGLE NAIL LODGE POLE TREE TRUNK n A ) v)� �1 � CINCH TIE �. J ���,' (DO NOT TWISRT) 2 - 2" DIA. X I O' LEDGEPOLE �� y`' PINE STAKE SET PLUMB AND ✓U � Lf� LOW ENOUGH SO BRANCHES \� ���� NOTES: Do NOT Toucx. POLE EXPOSED �� �, A/'� UNDER NO CIRCUMSTANCES IS 5' MIN. FROM TOP TO GROUND LEVEL. ROOT CROWN OF TREE TO BE PREVAILING WIND _ BURIED BELOW SOIL LEVEL. �� �) 1 4 -18" CLINCH TIES 1 REMOVE NURSERY STAKE AS 1 ° ORGANIC MULCH MIN. NAIL TO STAKES WITH MEDIUM TO HEAVY GRIND. l GALVANIZED ROOFING REQUIRED FOR HEALTH OF THE (WIND RESISTANT)\J�j NAIL, AT 9" AND 18" FROM TOP TREE. (GONE AT END OF OF POLE. MAINTENANCE PERIOD) 3" HIGH WATER BASIN, AT TIME OF PLANTING. EXPANDABLE TRUNK -GUARD TO BE PLACED AROUND BASE GRADE AWAY FROM TRUNK)CE PERIOD - SCARIFY SIDES OF E OF TRUNK -LAWN ARFAC 0M v / PLANTING HOLE V ORGANIC MUL( MEDIUM TO HEA` (WIND RESISTANT SCARIFY PLANTIN, AND ROO IAGRIFORM BE ADDED PI WHEN PLANTED WITHIN 8' OF HARDSCAPE. AND ROOTBALL. PLANTING TABLETS PER NOTES. N.T.S. 11 EARTH BERM (REMOVE AT END OF MAINTENANCE PERIOD - GRADE AWAY FROM TRUNK.) FINISH GRADE PREPARED BACKFILL (SEE SPECIFICATIONS) HOLE DEPTH NO \Tv DEEPER THAN ROOTBALL. 2X DIA. ROOTBALL NOTE: UNDER NO CIRCUMSTANCES IS ROOT CROWN OF SHRUB TO BE BURIED BELOW SOIL LEVEL. NOT USED N.T.S. 11 TREE PLACEMENT N.T.S. 8 TREE PLANTING AND STAKING N.T.S. 5 SHRUB PLANTING N.T.S. 2 11 1 TREE ORATE i' PERFORATED " POE 11146 IROOTWL � � N •1IN " ORGANIC MULCH M. WALL OR € MEDIUM TO HEAVY GRIND. FENCE RATE OPFNING s (WIND RESISTANT) RM VI NTS}NN9 DETiL WAII wX C, _ FLOOD I � t P.V.r- self IN LASER PNTC FkL FEEWF TWWM FOR RL';ER k SOl4EM TEED .UNtS v AUSSETi C T[ CR AF'PRMTO U- lI ass 2M UITW EQU4, F" PM M to NDSE � ( �� � CENTER VINE ND AWIRE DO NOT rOST 1' . � sEa� MOH W TO Im WM INSIDE POCKET +.rte ( ) 4' rfff0V0 46 WA ' 2 D i 6" X 6" CONCRETE �— iAti L0DOE1'OEE PINE TREE M To wrol or AWll w STAKE, COPi M HAKHENnTE MOWSTRIP PER RI AQpEMl TREATED it DRII II R l; UN0 TO 2 FF. WK D" (2) RM'a DETAIL 1 THIS SHEET. MUR DETAIL U MIN. 18" INSIDE RADIUS IF SETTLEMENT OF ROO-BALL OCGURS. ADJUST TREE SO I '� THAI NURSERY 500. UNE I5 I �� AT AIDE LEVEL COBBLESTONE ���% +' mNc srrrlx ������ R/w PAVING • %4 RESAIR y w 6" COND. SQflAA4x ONE PECE NOUX) # READ R= 22' DK TDP NOTE: NATNE SOIL OMW)ST R D--�� dirt o- Fs 11 V& rr W I�If1tlr 1. POURED CONCRETE HEADER SHALL BE FORMED ON BOTH SIDES WITH SMOOTH WW. DR s-uwrowtl 00. OR 1v - 012 MAIL IM _ A1'Twww Ems. STEEL TROWEL FINISH ON THE TOP AND 3/4" RADIUS EDGES. AWFORU TA&F's TO EE ` 2. TOP OF HEADER SHALL BE 1" ABOVE FINISH GRADE AND CURVES SHALL ADDED PER WIPJFACFURERS ROOT841 CINIETER +' pERrDRATEO (Ktlpl PPw «* ■�■�oe� - Trs s>� BE UNIFORM AND FREE FLOWING. 3. HEADER SHALL BE INSTALLED PER MOWSTRIP DETAIL ON THIS SHEET, NOT USED112VINE POCKET N.T.S STREET TREE PLANTING N.T.S. 9 N.T.S. 16 CITY OF FONTANA , CALIFORNIA Landscape Architecture Urban Design & Planning 455 W. 4th St., Ste. C San Bemardino, CA 92401 phone: (909) 888-5568 e-mail: rpa91 @msn.com fax: (909)384-9854 Richard Pope, Landscape Architect CA# 2664 N DSCA pF pOPE L /C 9 i 0 &Lij EC — �1 *�Cc �* ,F OF CAL1F� Client: VJestern Pacific Development & Construction Co. 6710 Beryl Street Alla Loma, CA 91701 (999) 989-2134 Attn: Jack Hull R quo ■ co �! Q ca LL: cc Q cc 011■0 IC C.3 0 C 06 i a as ca Q � co Co R _ C Ift" a ,® C CW ca L6 A.. CO CL uCi C It H cL A LU O C tC H :2 L6 v J I Sheet Description: Planting Details Date: Aug. 21, 2002 Rf'�A Job No.: 02-20 Drawn by: KD SMc RCV151on5: Drawn By: Scale: SMC C.F.D. LANDSCAPE IMPROVLANS 1„_ 20, Designe-d By: f0rFL5-1�zI"Ynt Sheet: ,��A2 No. 16027DFAWI 2 1 / 2002) APPROVED: 6. wg. No. /741Z � CITY ENGINES : RIA . i :AN 0 ,�L LIC.#51'1 52 EXP.1 �/31 /C J i 6 J 9 N.T.S. 3 Of: 9