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HomeMy WebLinkAbout2291-9YP SYME BOTANICAL NAME COMMON NAME SIZE QTY. MIN' MINE REMARKS m 0 HEMEROCALLIS (YELLOW, EVERGREEN) PAY LIL'y 5 GAL. HT. SP. .: _J K0F_LIZEUTERIA B IPIW4ATA CHINESE- FLAME TREE 36" BOX 2. 12 g' GUY ALL TREES MULTI-TFLUMY_ w w _ F1NuS CA cAN,�rZY ._ISLAND PINE 36„ BOX 30" BOX 3 2 1 1, 10 6. -5 GUY 36" BOX TREES: DOUBLE STAKE OTHERS _ _ PST N' °��w �� co A� 619zVlfJ BOX, 'STAKE ~ PYRUS CALLERYANA "BRADFORDI" BRADFORD PEAR 24" BOX Ia I O1 4' DOUBLE ALL TREES- D RST � S CAL. 190 - - T a 6',9N 46N gwo( .3 ` Flo-oM U�u����1T �'�°p uN�) •' �0''.41� BARfiI ESS • LAC-iERSTF_oEMIA FAU1211=1 •• POTOMAC" CRAPE M`( TL.E 24, eo)< 3 101 4 DOUSI-E STAKE • CATHAPANTHUS ROSEUS MADA6ASCAIZ PERIWWK_LE I ylAL_. 35 - - Q p AGAPAWTHUS PETErZ PAWN DWAI-F LIL`(-of=-THE-NILE 5CAL XA -2.-t $3 NoTlr� 3220_ PSR K CSA 14 Yanl DR. 60PI A CA • • ' 009) 277-88W MODii, I tzT12- 9,�PO LID VCw/U0512- E�xN I�t eV FI� AMJPA I. COLoPF, i. 13IOYc1-E` RACK, 10=o" LO+JC, q STALLS, M dD L 6291 C, 131 KAY PRINK RECfZF,AT10N . COP F. (2• 8000) S53 -2`F76 OK APP I¢ovEv EQUAL- , a.- I NSTAL I- PE IZ MAW U FAC -rd KPZ -S 171 REc nos4 S WITH CoNOR�zS FC rrlNG S . O. BICYCLE RACK MEN T4EE TRUNK H Tr r --SEE �uYw ONDER TREE TIE -ATTACH J TURNBUCKLE' JRNBUCKLE GAGE GALV. WIRE PLAN ZD IN TURF AREAS f YARDS i.40 PVC SLEEVE BERM- REMOVE SEEDING RDWD. DEADMAN -1/ 1/2X SIZE BALL. - ...... JLET_ SEE SPECS. CITY O C A L I F O R N I A BUILDING & SAFETY -DIVISION 0 STANDARD CONCRETE BLOCK WALL # NT STANDARD CONCRETE MASONRY UNITSINIMUM WIDTH A IS 8" FOR SLUMPSLOM 6' FOR PREC SION BLOCK) - N . PROPERTY LINE I A AS APPLICABLE BLOCK CAP OR CONCRETE BOND BEAM WITH 1-14 HORIZONTAL CONTINUOUS (SOLID GROUT TOP 2 COURSES) UT STOP (SEE GENERAL NOTE NO. 2) • ERTICAL REINFORCING (PER TABLE BELOW) - = 1 VERTICAL H W 1 REINFORCING A -HOOK 9M 27* 4 O 24. O.C. 1 9- 4 9 C.7. 117 1 #4 A 48 0_C. - WA14IUM. 24• LA? _ HOOKS SHALT. BE THE SALE SIZE AND - (ALTERNATEPCI-A BENDS REINFORCING `L' • :.' A. . 2. FISHED GRADE s I O ICRETE FDOTTNG (12• THICK. WIDTH PER TABLE) _ N VT 1-14 HOR26NTAL CONTINUOUS CLEAR MINIMUM (TYPICAL) I wi CENTER LINE FOonNG THESE DESIGNS ARE NOT TO BE USED TO RETAIN - ANY .EARTHI PERMIT REQUIRED FOR WALLS HIGHER THAN 42". NO GROUT OR CONCRETE TO BE PLACED _ PRIOR TO INSPECTION AND APPROVAL. - # r -op, ADDI-rI.0"N L_ OTES £FZEQU1REMDJTS.) MATMATERIALSPECIFICATIONS: 013,k ,gCTLIAL"NAND-OUT11FROM BIII1-DI96) # SA1=ET-f 1. Cement shall conform to UBC STD No. 21-11 and 211-14 and ASTM C150; Concrete blocks shall conform to UBC STD No. 21-4; Reinforcement shall conform to ASTM A615 Grade 40, and shall be deformed; Aggregate shall conform to ASTM C404 for grout and ASTM C33 for concrete; Water used in mixing concrete, mortar, and grout shall be clean and free from injurious amounts of oils, salts, organic materials or other substances that may be deleterious to the concrete, mortar, grout, or. reinforcement. 2. Footing concrete shall be: 1 part Cement to 2 parts Sand to 3 parts Gravel. (f 'c=2000PSI minimum) 3. Grout shall conform to the requirements of UBC STD No._21-19 and shall be: - 1 part Cement to 3 parts Sand to 2 parts Pea Gravel -maximum size 3/8". (f c=2000PSI minimum) 4. Mortar shall conform to the requirements of UBC STD No. 21-15 and shall be: 1 part Cement to I/4 part Lime to 3 parts Sand. =ONTAtJA G-rM DAtzD 2:4 -OC K IIIA L L ki LvA Pi L-3 wu�m Or- wk.Ks - • INIt{ - 11 U11 =u III .5 z Cort FACap �fGntt'�06e,• • • =x'41. A p o O. ;• •.- J11:10T 111. Norm' I- %L405& J�crcuFL AT W4 tw m,-Ro Z• ON Jqt St lau. Jol r kT=v .- SFIALI. w. CONCRETE PAVING 1211 W IpB M0 W STP,1 P U N DE.R FENCES TY P. n }AOgg -r-(P. :. v. will 60�Tf JLlot r;, TYFICAL- mowcj�lr h I • I� !.y FF0M0LWP • ! P-XFA I V" JOIWT.,,4W 5C; 0. c. (1W SND AT MOW"P IJJT u 11o1`I • 2. p{�ovlt� r✓>cc� l,itJl� 6'-0� o.c• CTYt'� CONCRETE P X011 9 1211P Y v&wv,° o�j01eo,.r�. �. Q, . o m 0 HEMEROCALLIS (YELLOW, EVERGREEN) PAY LIL'y 5 GAL. FJa CC 0 RHAPIOLEPIS INDICA "JACK EVANS" INDIA HAWTHos4,J 5 GAL. 2 14 _ _ PST N' °��w �� co A� 619zVlfJ � No�'7'un �O, DoDoNA>=A VI SCO5A PURPUREA PURPLE HOPSEED 8U SH S CAL. 190 - - T a 6',9N 46N gwo( .3 ` Flo-oM U�u����1T �'�°p uN�) •' �0''.41� Cr ' AWN kn(� cc Q CATHAPANTHUS ROSEUS MADA6ASCAIZ PERIWWK_LE I ylAL_. 35 - - Q IRAN DIWA 00ME511 CA COMPACTA" OWARF RE-,AVENLY 13AMI300 5 GAL. SO Q IZMPIOLEPIS INDICA' pALLt_:9-1 IA" DWARF INDIA RAWTHO" 5 GAL. 2$ - - Z PLAN ENLARGEMENT(ADJACENT TO BUILDING)nn PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. 20 - - AT-rAc.H To WALLS C O TU(RFB>_.00V_W/ MAP-ATHON II SOD DWARF FESCUE SOD - - - 6AASSPAVE 31-rUKFF3L0C.K _SP012TSr-IELD TUIQ1= �NYpRp-S-TOLOWZED _BULOSSYa �• HYBRID se&muDA _ - _ _ SEE SPECS FUIZ MIX . :D w >O � 0 0 AZANIA "MIT G SUWA YELLOW EL LoL.I i yAZA1J I,A - FLATS - _ _ -LINpERPt.��I'r PLANT @ 12 O.C. SHP-US A(cf.,4s -1711P. PLANT MATERIALS_ LEGEND - i177777�7T�7T07 - lB"7 777TpQ7 � I - - - . NoTlr� 3220_ PSR K CSA 14 Yanl DR. 60PI A CA • • ' 009) 277-88W MODii, I tzT12- 9,�PO LID VCw/U0512- E�xN I�t eV FI� AMJPA I. COLoPF, i. 13IOYc1-E` RACK, 10=o" LO+JC, q STALLS, M dD L 6291 C, 131 KAY PRINK RECfZF,AT10N . COP F. (2• 8000) S53 -2`F76 OK APP I¢ovEv EQUAL- , a.- I NSTAL I- PE IZ MAW U FAC -rd KPZ -S 171 REc nos4 S WITH CoNOR�zS FC rrlNG S . O. BICYCLE RACK MEN T4EE TRUNK H Tr r --SEE �uYw ONDER TREE TIE -ATTACH J TURNBUCKLE' JRNBUCKLE GAGE GALV. WIRE PLAN ZD IN TURF AREAS f YARDS i.40 PVC SLEEVE BERM- REMOVE SEEDING RDWD. DEADMAN -1/ 1/2X SIZE BALL. - ...... JLET_ SEE SPECS. CITY O C A L I F O R N I A BUILDING & SAFETY -DIVISION 0 STANDARD CONCRETE BLOCK WALL # NT STANDARD CONCRETE MASONRY UNITSINIMUM WIDTH A IS 8" FOR SLUMPSLOM 6' FOR PREC SION BLOCK) - N . PROPERTY LINE I A AS APPLICABLE BLOCK CAP OR CONCRETE BOND BEAM WITH 1-14 HORIZONTAL CONTINUOUS (SOLID GROUT TOP 2 COURSES) UT STOP (SEE GENERAL NOTE NO. 2) • ERTICAL REINFORCING (PER TABLE BELOW) - = 1 VERTICAL H W 1 REINFORCING A -HOOK 9M 27* 4 O 24. O.C. 1 9- 4 9 C.7. 117 1 #4 A 48 0_C. - WA14IUM. 24• LA? _ HOOKS SHALT. BE THE SALE SIZE AND - (ALTERNATEPCI-A BENDS REINFORCING `L' • :.' A. . 2. FISHED GRADE s I O ICRETE FDOTTNG (12• THICK. WIDTH PER TABLE) _ N VT 1-14 HOR26NTAL CONTINUOUS CLEAR MINIMUM (TYPICAL) I wi CENTER LINE FOonNG THESE DESIGNS ARE NOT TO BE USED TO RETAIN - ANY .EARTHI PERMIT REQUIRED FOR WALLS HIGHER THAN 42". NO GROUT OR CONCRETE TO BE PLACED _ PRIOR TO INSPECTION AND APPROVAL. - # r -op, ADDI-rI.0"N L_ OTES £FZEQU1REMDJTS.) MATMATERIALSPECIFICATIONS: 013,k ,gCTLIAL"NAND-OUT11FROM BIII1-DI96) # SA1=ET-f 1. Cement shall conform to UBC STD No. 21-11 and 211-14 and ASTM C150; Concrete blocks shall conform to UBC STD No. 21-4; Reinforcement shall conform to ASTM A615 Grade 40, and shall be deformed; Aggregate shall conform to ASTM C404 for grout and ASTM C33 for concrete; Water used in mixing concrete, mortar, and grout shall be clean and free from injurious amounts of oils, salts, organic materials or other substances that may be deleterious to the concrete, mortar, grout, or. reinforcement. 2. Footing concrete shall be: 1 part Cement to 2 parts Sand to 3 parts Gravel. (f 'c=2000PSI minimum) 3. Grout shall conform to the requirements of UBC STD No._21-19 and shall be: - 1 part Cement to 3 parts Sand to 2 parts Pea Gravel -maximum size 3/8". (f c=2000PSI minimum) 4. Mortar shall conform to the requirements of UBC STD No. 21-15 and shall be: 1 part Cement to I/4 part Lime to 3 parts Sand. =ONTAtJA G-rM DAtzD 2:4 -OC K IIIA L L ki LvA Pi L-3 wu�m Or- wk.Ks - • INIt{ - 11 U11 =u III .5 z Cort FACap �fGntt'�06e,• • • =x'41. A p o O. ;• •.- J11:10T 111. Norm' I- %L405& J�crcuFL AT W4 tw m,-Ro Z• ON Jqt St lau. Jol r kT=v .- SFIALI. w. CONCRETE PAVING 1211 W IpB M0 W STP,1 P U N DE.R FENCES TY P. n }AOgg -r-(P. :. v. will 60�Tf JLlot r;, TYFICAL- mowcj�lr h I • I� !.y FF0M0LWP • ! P-XFA I V" JOIWT.,,4W 5C; 0. c. (1W SND AT MOW"P IJJT u 11o1`I • 2. p{�ovlt� r✓>cc� l,itJl� 6'-0� o.c• CTYt'� CONCRETE P X011 9 1211P Y v&wv,° o�j01eo,.r�. �. Q, . o ,COQ 4� © � m �o FJa g � 0 tO► r' �O, ' -.hiL1 -�- • li► VMI- MMI . • • - - •' �0''.41� Cr ' AWN I�����%moi ��.PLANTING cc g N PLAN ENLARGEMENT(ADJACENT TO BUILDING)nn NoTlr� 3220_ PSR K CSA 14 Yanl DR. 60PI A CA • • ' 009) 277-88W MODii, I tzT12- 9,�PO LID VCw/U0512- E�xN I�t eV FI� AMJPA I. COLoPF, i. 13IOYc1-E` RACK, 10=o" LO+JC, q STALLS, M dD L 6291 C, 131 KAY PRINK RECfZF,AT10N . COP F. (2• 8000) S53 -2`F76 OK APP I¢ovEv EQUAL- , a.- I NSTAL I- PE IZ MAW U FAC -rd KPZ -S 171 REc nos4 S WITH CoNOR�zS FC rrlNG S . O. BICYCLE RACK MEN T4EE TRUNK H Tr r --SEE �uYw ONDER TREE TIE -ATTACH J TURNBUCKLE' JRNBUCKLE GAGE GALV. WIRE PLAN ZD IN TURF AREAS f YARDS i.40 PVC SLEEVE BERM- REMOVE SEEDING RDWD. DEADMAN -1/ 1/2X SIZE BALL. - ...... JLET_ SEE SPECS. CITY O C A L I F O R N I A BUILDING & SAFETY -DIVISION 0 STANDARD CONCRETE BLOCK WALL # NT STANDARD CONCRETE MASONRY UNITSINIMUM WIDTH A IS 8" FOR SLUMPSLOM 6' FOR PREC SION BLOCK) - N . PROPERTY LINE I A AS APPLICABLE BLOCK CAP OR CONCRETE BOND BEAM WITH 1-14 HORIZONTAL CONTINUOUS (SOLID GROUT TOP 2 COURSES) UT STOP (SEE GENERAL NOTE NO. 2) • ERTICAL REINFORCING (PER TABLE BELOW) - = 1 VERTICAL H W 1 REINFORCING A -HOOK 9M 27* 4 O 24. O.C. 1 9- 4 9 C.7. 117 1 #4 A 48 0_C. - WA14IUM. 24• LA? _ HOOKS SHALT. BE THE SALE SIZE AND - (ALTERNATEPCI-A BENDS REINFORCING `L' • :.' A. . 2. FISHED GRADE s I O ICRETE FDOTTNG (12• THICK. WIDTH PER TABLE) _ N VT 1-14 HOR26NTAL CONTINUOUS CLEAR MINIMUM (TYPICAL) I wi CENTER LINE FOonNG THESE DESIGNS ARE NOT TO BE USED TO RETAIN - ANY .EARTHI PERMIT REQUIRED FOR WALLS HIGHER THAN 42". NO GROUT OR CONCRETE TO BE PLACED _ PRIOR TO INSPECTION AND APPROVAL. - # r -op, ADDI-rI.0"N L_ OTES £FZEQU1REMDJTS.) MATMATERIALSPECIFICATIONS: 013,k ,gCTLIAL"NAND-OUT11FROM BIII1-DI96) # SA1=ET-f 1. Cement shall conform to UBC STD No. 21-11 and 211-14 and ASTM C150; Concrete blocks shall conform to UBC STD No. 21-4; Reinforcement shall conform to ASTM A615 Grade 40, and shall be deformed; Aggregate shall conform to ASTM C404 for grout and ASTM C33 for concrete; Water used in mixing concrete, mortar, and grout shall be clean and free from injurious amounts of oils, salts, organic materials or other substances that may be deleterious to the concrete, mortar, grout, or. reinforcement. 2. Footing concrete shall be: 1 part Cement to 2 parts Sand to 3 parts Gravel. (f 'c=2000PSI minimum) 3. Grout shall conform to the requirements of UBC STD No._21-19 and shall be: - 1 part Cement to 3 parts Sand to 2 parts Pea Gravel -maximum size 3/8". (f c=2000PSI minimum) 4. Mortar shall conform to the requirements of UBC STD No. 21-15 and shall be: 1 part Cement to I/4 part Lime to 3 parts Sand. =ONTAtJA G-rM DAtzD 2:4 -OC K IIIA L L ki LvA Pi L-3 wu�m Or- wk.Ks - • INIt{ - 11 U11 =u III .5 z Cort FACap �fGntt'�06e,• • • =x'41. A p o O. ;• •.- J11:10T 111. Norm' I- %L405& J�crcuFL AT W4 tw m,-Ro Z• ON Jqt St lau. Jol r kT=v .- SFIALI. w. CONCRETE PAVING 1211 W IpB M0 W STP,1 P U N DE.R FENCES TY P. n }AOgg -r-(P. :. v. will 60�Tf JLlot r;, TYFICAL- mowcj�lr h I • I� !.y FF0M0LWP • ! P-XFA I V" JOIWT.,,4W 5C; 0. c. (1W SND AT MOW"P IJJT u 11o1`I • 2. p{�ovlt� r✓>cc� l,itJl� 6'-0� o.c• CTYt'� CONCRETE P X011 9 1211P Y 0 �o FJa g � cc g N C O ez - To � or s+1 IGi�NT I.5t-44TH 7o sUfPROF?-r TF55 j Td or A64F-R .Y S Au-rHovuta b 9EPR1=sENTA-n Vf-= �• N r11t�1.L•r �I� R' �- • o Z -CIES - • EC �o . • 00I I ,ew t=; C VAJ[5 , In* t- _ 501 L' • U ^ ,-72"? ? Zx _ UfJt�I�fUP 19 Uk Ni>✓1R OTE :• a • I hl STA L L DEEP IZooT SAI2R1 EI2s C6 P�wEis a� Ug- 2N• -2 PO(Z A1-1- PAX141 IG ISLAi-4D 'TREES, •� c a � as � :~ 3 PANELS EftCH SIDE NE7c? To GWrq Ea. ~ 's" r- o TREE � " •�.� .� M .- PLANTING & STAKING w 4 Yz?Apovt_�: fiNIT . � t SL til � • I l�. . •� JI �Ilq _Till- It�l., MIX - 12 KB) SHRUB PLANTING 9) TU 12" Z z O O cv �a N + �v xeel ow w U tac Z z 0 z wo U U LL! LL wO-0 � S = LEGEND I. PLASTIC GRASS RINGS FILLED W/ PLASTER SAND - 2. SOD 3. CONC. PAVING. 4. TURF 5. FINE SAND. 6. AGG. BASE. 7. FILL ALL CELLS" W/ AMENDED BACKFILL PER SPECS. NOTE: COORDINATE LOCATION OF IRRIGATION HEADS IN TURF BLOCK CELLS AS REQUIRED. UHAWINU NO. 2211 SHE I NU. 9 OF �G -