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R-2018-32 Complete Plan Set.pdfF&WISIONS BY 07/15/'l 8 PRELIM. DESIGN REVIEW 09/15/'18 DESIGN REVIEW 11/7/'18 DESIGN REVIEW COMMENT P.L. N 89050'50" E 75.00' MC DATE AS NOTED SCALE X >� AS NOTED JOB NO. SHEET A-1 .0 OF f PILE p O O O \ L0 I SEE PLANTING FOR O TREE INFORMATION 12 ABOV GRALO D COVERED PORCH X O Li z Q 24" ROOF .. I' OVERHANG zo I I TREE PROTECT'N UJ 0 I FENCE p Q Q O� 0 W Ld . . . . . \ . . . . . 00 .. ............. 00 0 0 0 o 0 0 29U 0 � oo�o Q �w ° . . Q / Ex. Japanese o 1 2 N' T U N. I Maple to remain U [P [F= MLF01, =r H 0C % a 0 w �a- = , .... f .... O X 9 Z ......................... .. / ;I w I I 12" ABOVE YORCH GRADE 14 2 1 S.F. ^ N 1. 41 o) W 7t 1 1 II st Floor ;o�. ° 2nd Floor ,f DRAWING INDEX PROJECT DATA: 1 w 1. LOT SIZE: 10,519 S.F. APN 326-30-161 2. ZONING: R1-10, (2ND FLOOR SET BACK: 15ft MIN.) A-1.0 SITE PLAN LAND USE : LOW RES. 1-5 = I A-1.1 DEMO. PLAN & AREA CALS 3. CONSTRUCTION TYPE: V-B(W/ FULL FIRE SPRINKLER) I I A-2.0 1ST FLOOR PLAN OCCUPANCY GROUP: R -3/U (2 STORY BLDG) _ D I. f �� 0 A-2.1 2ND FLOOR PLAN 4. OWNER:Suejane Han � w I °' 8 z w � e-mail: suejanehan@hotmail.com, tel: 408-863-0616 Q z I I A-3.0 ELEVATIONS 5. BLDG AREA: w I' 1 LLQLL_ w = A-4.0 SECTIONS 2ND FL. AREA: 1,293.0 SF (A) _ I I w C-0.0 SURVEY MAP 1 ST ) FL. AREA: 2,434.0 SF. ( B Li L-1.0 PLANTING PLAN GARAGE 489.0 SF (C) I GO Q z 2ND UNIT: 504.0 S.F (D) z w o N TOTAL BLDG AREA: 4,720.0 SIF ° PORCH: 291+34+291+89=705 SF(E) 1 ST FL. 24" EAVE AREA 664 S.F. (F) 12 SCOPE OF WORKS: 6. 2ND FL. TO 1ST FL. AREA RATIO: A/(B+C)=37.0% I GRADE 7. LOT COVERAGE : (B+C+D+E+F) 4,796/ 10,519 = 45.0% 1. DEMOLITION UNDER SEPARATE PERMIT. 8. FAR: 4,720 / 10,519 = 44.0% PORCH 291 S.F. 2. PROPOSED A NEW TWO STORY SINGLE FAMILY DWELLING 9. FRONT YARD IMPERVIOUS AREA RATIO: W/ ATTACHED GARAGE & ADU 35.0% (SEE SHEET A1.1 FOR DETAILS) 3. OBTAIN J NUMBER FROM THE BAAQMD FOR DEMOLITION 10. EX. HOUSE (1246 SF) & GARAGE(506 SF) (1951 BUILT) OF EX. BLDG TREE PROTECT N FENCE STAMPED, CONC. O 00 CRAPE MYYRT E VICINITY MAP w Ex 5" Crape 8ft HGT 24" BOX o < Myrtle remain to N » Homestead High School P E Homestead _ The Markham n Apartments r n f0 o 99 Ra P a n m c N 5 ,g ro o °i t y ° °. r t " r n ° 1 6NEW ° Pendleton Avco z P I vg 6 17 10 ° SIDE WALK °&/W ENCROA Noryrywood Dr ° QTY STD. pve � � Pocatello Villages at. Cupertino Gardena Dr Jun ipero Serra Fwy l UNDER SEPARATE PERMIT � ° Apartment Homes � l" ollyexooa sr 0 p Pm°xetA q A ° Apple Infinite Loop Y 'K �' Beekman PI STREET TREE Garden Gate Elementary School 1► 20889 � zm Dunbar Drive 0 ll\.� AR B a a la min y 2 om drive - he rApo Aye � a erri[[ ❑r • a a Millard dr n [ Tlunbarpr m Apple Tree Ln p of y = - Fargo Gr dsrm A a Haxelhrook DF a 9zRumfardDr ; m[nfordor �0 w S Q o LP Collins = O V SITE PLAN Lauretta Dr Elementary Schaal Garden Gate Dr YJoodhury Dr e 75BP Dr ._. Laxaneo Or F4rE5t Ave � 0 0 � 0 � 0 � 0 Glenbrook Apartments _ Q a+n Alves DT 4 a 10= Target /!� Alves Sr G - Q 'P "y whole Foods Market P Y x Win Lat on Dr G 6P reek Blvd Stevens Creek BCvdStevens Creek Blvd C U 4J C f t I 1-1 U Stevens Creek Blvd The Mar e - - $ r>r N GranadaAvc WiiamFaria m {m - �j 1. The Biltmore Apara NOTES: 1. Calgreen checklist shall be included as a art of construction documents. 9 p - - -�-- CTR ❑ F STREET klcrinvsaAvc n t3eArla Elementary School Cale Ave Pfice Ave 2. Prior to issuance of bldg permit, the Landscape Water -Efficiency Checklist in Appendix A Calle a LornitaAE g Community w Sunrise Dr - of Chapter 14.15 will need to be filled out. Pepper Tree Ahmad en Ave Educationn riadrl gue s Ave 3. LANDING IN THE SIDE YARD SHALL NOT EXCEED 18" ABOVE FIN. GRADE. F&WISIONS BY 07/15/'l 8 PRELIM. DESIGN REVIEW 09/15/'18 DESIGN REVIEW 11/7/'18 DESIGN REVIEW COMMENT CHECKED MC DATE AS NOTED � � o Q� NM U Q U O C5 w O a J J C0 W z � z � Q a � V a A Z Co H Vw C-14 Q_� 1:t 0-0 o Z Q W Z W O W MM O �T� Z O W O Oil 0O DFIAWN MC CHECKED MC DATE AS NOTED SCALE AS NOTED JOB NO. SHEET A-1 .0 OF SHEETS i i i 20902 GRMffffMIVE -------- -- --G-----�G---1_ No850950"Eo---- 75000' --F`' ----G ---- G---------I FG O °� ' �' �OhS 00 6' PLE oo �' PG Go�6 00 0 cp6o SHED o FG � Gook 00 G OOG� 0 `o G X00 �kh oo. � o0 00 c, � � o� 6' R oo' il c-4 c LOT 34 G �° AREA = 10,51 gi-S L ooq,63"L ON 00 o � cp �o ooh 12'fiREE ; Oo 1 cp G O. 0 ti a o?o l . F O G 00 4° a GM 00 SHED G cp V G O Doti a 9 4 G F.G p 00 00 . cp'c' ° a G co 4"TREE(S) `ooh . � o� G co. oG G �O a. 20889 DUNBAR DRIVE - Effill 1 H= ° FF • 100 G� 00 ce, G O .\I` '4 �Op� a NQ5 c G 50 CG aQoo 1 44 ° c G Opp 4 \ 4 °' C ' GR E OF SHI"3113 .o°��'G ° 4 G' �Q , - V �eU- ° .. `° O e ° N ti0° ° 4 rl G 1 TR G O ° 4. 12"TREE G 0 �G �p Q ° �O 2'X20' PUE . a ° c 4. Q X00 I X00 c v ° C 4' R ?1 gyp° I GOOK a co. d G tx O. G 49--- N.W17O G Oo G J Afq]OWM Gp°O H IJf�L H UfIL OIO L-OIH RITL G(b�c � P� G000 JP � �G Opp OpG <c. ^�ti ° .FNfI DEMOLITION PLAN S: 1"=10'-0" TREE TO BE REMOVED NOTE: 1. EX. BLDG & IMPROVEMENT SHALL BE REMOVED. 2. DEMOLITION PERMIT SHALL BES\A SEPARATE PERMIT. ?OO EE )875 an ------------------- DUN13AB, DRIVE,o� 60' R/W )EL= 100.00 CD N FLOOR PLAN AREA CALCULATION: SECTION '4 L G 4 .. '° (��G yr X00 °..4 ° B 29.5X11 a. a o• 4 4 ° 4Q'� HE ° G C ti Q ° �p°p�G ° 4 Q ° ° 44 ° a. E a C�� 10.5 F 15X13.5 4.4 ° 14 4 . bg®' C �Q 4 17.83X28.25 503.7 G 17.83X15.5 276.50 H 56.83X23.5 1)338.14 J 58.83X21 1,235.93 K H 20889 DUNBAR DRIVE - Effill 1 H= ° FF • 100 G� 00 ce, G O .\I` '4 �Op� a NQ5 c G 50 CG aQoo 1 44 ° c G Opp 4 \ 4 °' C ' GR E OF SHI"3113 .o°��'G ° 4 G' �Q , - V �eU- ° .. `° O e ° N ti0° ° 4 rl G 1 TR G O ° 4. 12"TREE G 0 �G �p Q ° �O 2'X20' PUE . a ° c 4. Q X00 I X00 c v ° C 4' R ?1 gyp° I GOOK a co. d G tx O. G 49--- N.W17O G Oo G J Afq]OWM Gp°O H IJf�L H UfIL OIO L-OIH RITL G(b�c � P� G000 JP � �G Opp OpG <c. ^�ti ° .FNfI DEMOLITION PLAN S: 1"=10'-0" TREE TO BE REMOVED NOTE: 1. EX. BLDG & IMPROVEMENT SHALL BE REMOVED. 2. DEMOLITION PERMIT SHALL BES\A SEPARATE PERMIT. ?OO EE )875 an ------------------- DUN13AB, DRIVE,o� 60' R/W )EL= 100.00 CD N FLOOR PLAN AREA CALCULATION: SECTION DIMENSIONS AREA A 32.5X19 617.5 B 29.5X11 324.5 C 5.5X13 71.5 D 12X5.5 66 E 7X1.5 10.5 F 15X13.5 202.5 2nd FLOOR AREA 11293 S.F. G 1 17.83X28.25 503.7 G 17.83X15.5 276.50 H 56.83X23.5 1)338.14 J 58.83X21 1,235.93 K 36.33X2 72.77 1st FLOOR AREA 3,427 S.F. TOTAL FLOOR AREA 4,720 S.F. I n' 1 1' F' G" 13' 11 2ND FLOOR AREA CALS i C C IVA ��♦� FRONT YARD PAV'G CALS: Front ►I♦I♦�♦I♦I♦I♦I♦I♦I ..• - �I♦� ►I♦I♦I♦I♦I♦�♦I♦I♦I • 1 X 20 14 sf;��� �I�I��♦I�I�I�I�I�I PavingLn Area: I�Ii ►I♦I♦I♦I♦I♦I♦I♦I♦I CN ,I♦I �I�I�I�I�I�I�I�I�I 411 • sfPaving ratio at Front Yard: ��♦� ►�♦�♦,♦,♦�♦�♦;♦�♦� II /I/I/II NEW SIDE ALK �. PrR QTY STD. UNDER* SEPARATE PERM[STREET TREE 6NB—AR DR. FRONT YARD PAV'G CALS s, 1•=10-0- 400s.f. .4. 9 1 ST FLOOR AREA CALS 1'=10"-0" I 9 FEVMONS BY 07/1 5/'18 PRELIM. DESIGN REVIEW 09/15/'18 DESIGN REVIEW DRAWN MC CHECKED MC DATE AS NOTED SCALE 1 "=8'-0„ JOB NO. SHEET A 1. 1 OF 81EETS m� mQ 52'-6" 3' 00 6' 15 — 6 " 2' — 6 " 5' — 6" 21 ' 00 ' 2' 8 00 01 >4"wer N BE,#1 PH 20, _j I N � `0 3' 0" N Q � LL GARAGE `n I A Z L Z c> F L BR#2 U Uj I I _ (o U I—Cfl I> 6 N LAUN. I �I I PWR. L _ J F IRON BD L J 0 I a 12'-6» 4' 7' 5'-6" 1-6" o0 a Legend• LO I ADU (accessory dwelin unit)- 504 sf I � 2 6 ol STUDY 0 � rY g ) ol N 5' 13'-8" 14'-7" 9'-7" NOOK \ N T - j Z \ MD Iv W 2'X3' CSMT cn TEMP. GL. ENTRY UJ M I v 0 G. A -- ++. ++ ---- 0E: 9'— 7FAMILY R M LU w 10'-2" KITCHEN I >O o CATHERAL CL'G r v J GUEST LI V. ;� CD G. BR Oo I DINT G I LIVING COw �~ T IL J\ EF—F. Ma �Ol _— J .X.o SX<9 L L J o I m N m U Q 17' 18)-71) 13' 13)-61) 8' loo 7r7r 7r v 70'-1" 1 TT FLOOR P LAN S: 1/ 4 1 0 10 0 10 20 30 REMISIONS BY 07/15/'l 8 PRELIM. DESIGN REVIEW 09/15/'18 DESIGN REVIEW DRAWN MC CHECKED MC DATE AS NOTED SCALE AS NOTED JOB NO. SHEET A-2.0 OF SHEETS 1 4259' 2ND FLOOR PLAN S� 1/4"=1'-0" REMIBIONB BY 07/15/'l 8 PRELIM. DESIGN REVIEW 09/15/'18 DESIGN REVIEW DRAWN MO CHECKED MC DATE AS NOTED SCALE AS NOTED JOB NO. SHEET A 2 1 OF SHEETS 12 3.5 TYP. , IN" u`LL W L�; I L L L V ii I 1❑ N S; 1/4„=1,-0„ 12 3.5 1 TYP. Z-13 ROOF DECK- INSULATI❑N TYP, R-38 ROOF INSULATI❑N TYP, _Rf al WALL INSULArION TYP. R-30 ' INSULATI❑N TYP, R-21 WALL — INSULATI❑N TY GARAGE 12 TYP. 13.5 -ROOF SHEAT'G W/ CONT, VAPOR BARRIER TYP, 11 LOFT CDI W.I.C. F -------------------------------------- I �I Qp I I I I c I I I � I I L I CD I I I I L ---i I PWR. I o� 0 I R-30BFLR 1_isULATIH TYP. SECTION B B R-13 ROOF DECK 12 TYP, 13.5 IN ULATI❑N TYP. 11 DINING °� o 0 I R-21 WALL- INSULATI❑N TYP, S: 1/4"=1'-0" REVIBIONB BY 07/15/'l 8 PRELIM. DESIGN REVIEW 09/15/'l 8 DESIGN REVIEW DRAWN MC J CHECKED MC u DATE J AS NOTED W scA�E O C0 AS NOTED � W w � W z A 4. 0 H BHEETB W � a a� � � W 0 00 ocO z `t o c a DRAWN MC !+I CHECKED MC u DATE Z AS NOTED W scA�E O AS NOTED � W w � BHEET A 4. 0 H BHEETB W � � � W 0 00 ocO DRAWN MC CHECKED MC DATE AS NOTED scA�E AS NOTED JOB NO. BHEET A 4. 0 OF BHEETB 20903 DUNBAR DRIVE EXISTING HOUSE RIDGE=119.12± SHED ° ao . 0 +�o�O Ln N °off' FG �G N.8�-50'50"E. 75.00' 6' PILE o° EXISTING HOUSE � o +Go',°3»L ON ° 00� 00 o� +�o . cp G 3" L ON L AREA = G +GO°°° 10'TREE -lp ti 93 OCG ° c§l v � O a G a GM +G ooh �C, N G 0 5 10 20 CB cp G a CORRUGATED METAL PIPE 00 • CLEAN OUT 20903 DUNBAR DRIVE EXISTING HOUSE RIDGE=119.12± SHED ° ao . 0 +�o�O Ln N °off' FG �G N.8�-50'50"E. 75.00' 6' PILE o° EXISTING HOUSE � o +Go',°3»L ON ° 00� 00 o� +�o . cp G 3" L ON L AREA = G +GO°°° 10'TREE -lp ti 93 OCG ° c§l v � O a G a GM +G ooh �C, SHED G 0 ASPHALT CONCRETE G BUILDING CORNER OO Oo�%G O CB cp G SHED G 0 ASPHALT CONCRETE G BUILDING CORNER BW BACK OF WALK CB CATCH BASIN a CORRUGATED METAL PIPE 00 • CLEAN OUT F G CROWN O• DRIVEWAY EC EDGE OF CONCRETE D ELECTRIC METER / EDGE OF PAVEMENT FCOR `1, a k G +G O ° + Fc�� NO a FINISHED FLOOR O F O° O\ c FIRE HYDRANT (�'o� FRONT OF WALK G / GC v GF GARAGE FACE/FRONT GFC � GM GAS METER a �,° INV INVERT G °�1 IRON PIPE ° JOINT POLE GR E OF SH B G 4'fiREE(S) PC G 1 cp. RW RETAINING WALL SL • 10'T�REE ° ° a a �O ° oo �� Fc� SDMH 00 TBC TOP BACK ROLLED CURB TC T 3 4 +c� a a 4 G�+ �G 10,519-SQ.FT. TRC TOP OF ROLLED CURB TW TOP OF WALL °°. a v VCP VITRIFIED CLAY PIPE WV �G ° °�� 2'X20' PUE WATER METER BOX N o -)G CABLE TELEVISION LINE -E- C � -G- a -SS- +�� 110a STORM DRAIN LINE -T- 00 a ° a WATER LINE BASIS OF BEARINGS: G EAST, OF THE CENTER LINE OF DUNBAR a Gj0 oho +'P, +�e°o aN v co OP O 5' REE — — — — — _ PAGE 32, G ° SHOWN ON THIS MAP. °o o �� 4 o a a v — - - - G ° +���� a +�o� SHED ° °QO�G ° 4 a Li O ° a a a a o v ���`+ ° i G � SHED v 20889 DUNBAR DRIVE EXISTING HOUSE FF = 100.53± RIDGE=114.06± a O a G� z 00 + N� 000 G O 20875 DUNBAR DRIVE EXISTING HOUSE RIDGE= 131.33± O 00 - - — - - G - - N.86°17 c-,, 92.36' PER 30 -M -32G wCEIWM G°° o° I GJO NO 00. O MH t�o 0 IO o 0 I � I m°°� JP I I I I I I I I I I I I I I I I I I I 70 + —�_ ----- — I 1.17' PER 30-M-32 ------- - ------- — — o , _ -- - -- -- -------- -- 60 R/W ) DRIVE o( FOUND MONUMENT DUNBAR o� TBM° EL= 100.00 D-32 05 45— L=560.18' R=1000.00' o PER 30-M-32 w CL 0 N � I N _ — — ------- — — — — FOUND MONUMENT AC ASPHALT CONCRETE G BUILDING CORNER BW BACK OF WALK CB CATCH BASIN v CORRUGATED METAL PIPE CO CLEAN OUT CRN CROWN O• DRIVEWAY EC EDGE OF CONCRETE EM ELECTRIC METER / EDGE OF PAVEMENT FCOR FENCE CORNER a k G a v Fc�� NO a FINISHED FLOOR O F O° O\ G FIRE HYDRANT FW FRONT OF WALK G GROUND GC GARAGE CORNER GF GARAGE FACE/FRONT GFC GROUND AT FENCE GM GAS METER HCR �,° INV INVERT G °�1 IRON PIPE JP JOINT POLE GR E OF SH B 0/H oo��G �Go � -��eo° PC PROPERTY CORNER RW RETAINING WALL SL O� +G 10'T�REE ° ° a a �O ° oo �� Fc� SDMH 12'TRREE� TBC TOP BACK ROLLED CURB TC TOP OF CURB +G °off° a a 4 Go TP TOP OF PAVEMENT TRC TOP OF ROLLED CURB TW TOP OF WALL U/G a v VCP VITRIFIED CLAY PIPE WV WATER VALVE 2'X20' PUE WATER METER BOX -CTV- CABLE TELEVISION LINE -E- ELECTRICAL LINE -G- GAS LINE -SS- °° G G 5»TREE STORM DRAIN LINE -T- 00 a ° a WATER LINE BASIS OF BEARINGS: G EAST, OF THE CENTER LINE OF DUNBAR DRIVE, AS SHOWN ON THAT G °�D +° O oho +'P, +�e°o aN v co OP O 5' REE — — — — — _ PAGE 32, WAS USED AS THE BASIS OF ,�o° ° SHOWN ON THIS MAP. °o o �� — - - - 75 16 av °�� O 00 - - — - - G - - N.86°17 c-,, 92.36' PER 30 -M -32G wCEIWM G°° o° I GJO NO 00. O MH t�o 0 IO o 0 I � I m°°� JP I I I I I I I I I I I I I I I I I I I 70 + —�_ ----- — I 1.17' PER 30-M-32 ------- - ------- — — o , _ -- - -- -- -------- -- 60 R/W ) DRIVE o( FOUND MONUMENT DUNBAR o� TBM° EL= 100.00 D-32 05 45— L=560.18' R=1000.00' o PER 30-M-32 w CL 0 N � I N _ — — ------- — — — — FOUND MONUMENT AC ASPHALT CONCRETE BC BUILDING CORNER BW BACK OF WALK CB CATCH BASIN CMP CORRUGATED METAL PIPE CO CLEAN OUT CRN CROWN DW DRIVEWAY EC EDGE OF CONCRETE EM ELECTRIC METER EP EDGE OF PAVEMENT FCOR FENCE CORNER FD FOUND FF FINISHED FLOOR FL FLOW LINE FH FIRE HYDRANT FW FRONT OF WALK G GROUND GC GARAGE CORNER GF GARAGE FACE/FRONT GFC GROUND AT FENCE GM GAS METER HCR HANDICAP RAMP INV INVERT IP IRON PIPE JP JOINT POLE LG LIP OF GUTTER 0/H OVERHEAD PC PROPERTY CORNER RW RETAINING WALL SL STREET LIGHT SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE SDMH STORM DRAIN MANHOLE TBC TOP BACK ROLLED CURB TC TOP OF CURB TOB TOP OF BANK TOE TOE OF BANK TP TOP OF PAVEMENT TRC TOP OF ROLLED CURB TW TOP OF WALL U/G UNDERGROUND VCP VITRIFIED CLAY PIPE WV WATER VALVE WM WATER METER BOX -CTV- CABLE TELEVISION LINE -E- ELECTRICAL LINE -G- GAS LINE -SS- SANITARY SEWER LINE -SD- STORM DRAIN LINE -T- TELEPHONE LINE -W- WATER LINE BASIS OF BEARINGS: THE BEARING, EAST, OF THE CENTER LINE OF DUNBAR DRIVE, AS SHOWN ON THAT CERTAIN MAP FILED IN THE OFFICE OF THE RECORDER OF SANTA CLARA COUNTY, STATE OF CALIFORNIA, IN BOOK 30 OF MAPS AT PAGE 32, WAS USED AS THE BASIS OF BEARINGS SHOWN ON THIS MAP. BASIS OF ELEVATION: $ TBM ELEV=100.00 (ASSUMED) UTILITY NOTE: UNDERGROUND UTILITIES. SHOWN PER SURFACE EVIDENCE AND RECORD MAPS. MAY BE DIFFERENT THAN AS SHOWN. BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT (USA) 1-800-642-2444. LEGAL DESCRIPTION LOT 34, TRACT NO.783, MAP REF: BOOK 30 PAGE 30, 31, 32 AND 33 NOTE: 1. MEASUREMENT OF BUILDING LINE IS TO THE FACE OF STUCCO OR SIDING NEW RESIDENCE 20889 DUNBAR DRIVE CUPERTINO, CA APN: 326-30-161 W E C & A S S O C I A T E S 2625 MIDDLEFIELD RD k658 PALO ALTA CA 94306 TEL: (650) 823-6466 FAX: (650) 887-1294 LICENSE STAMPS AND SIGNATURE �Na -a235 ISSUED DATE: JULY 10, 2018 SCALE: 1"=10' DRAWN: BG JOB: 10078 SHEET TITLE: BOUNDARY& TOPOGRAPHIC SURVEY SHEET NO. coo WEC WATER EFFICIENT COMPLIANCE CHECKLIST NOTES - TURF, PLANTING, SOIL MANAGEMENT 1 LESS THAN 25% OF PLANTING AREA IS TURF 2 AT LEAST 80% OF NON -TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS 3 PLANTS WITH SIMILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES. EACH HYDROZONE SHALL BE CONTROLLED BY A SEPARATE GROUP OF VALVES 4 AT LEAST 6 CUBIC YARDS OF COMPOST (BFI SUPER HUMUS) AND 16 POUNDS OF 12-12-12 FERTILIZER SHALL BE THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL (EXCEPT UNDER CANOPY OF EXISTING TREES TO BE SAVED) OR FOLLOW THE AMENDMENT AND FERTILIZER RECOMMENDATIONS OF A SOIL FERTILITY TEST AND ANALYSIS FROM A SOIL LAB (HIGHLY RECOMMENDED) 5 INSTALL 3 INCH DEEP LAYER OF TOP DRESS MULCH ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN AREAS OF DIRECT SEEDING APPLICATION OR SOD LAWN. USE VISION RECYCLING DARK BROWN MAHOGONY COLORED WONDER MULCH OR DARK BROWN PRO CHIP BARK OR OTHER MULCH APPROVED BY THE OWNER (PROVIDE SAMPLES) 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION, RUN-OFF AND WATER WASTE ADDITIONAL NOTES 7 SEE SHEETS L3 AND L4 FOR PLANTING AND IRRIGATION DETAILS AND SPECIFICATIONS 8 DON'T TRENCH TOO CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE MOST CURRENT SET OF APPROVED PLANS AND MAKE SURE THERE ARE NO CHANGES TO THE PLANT CHOICES 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES, LIGHTS, AND IRRIGATION COMPONENTS. SCREEN VALVES AND UTILITIES WITH PLANTS. DON'T PUT PLANTS TOO CLOSE TO PAVING OR BUILDINGS PRIVACY SCREENING NOTES 11 THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED. IF TREE, MINIMUM HEIGHT OF 8FT MUST BE PROVIDED AT TIME OF PLANTING. IF SHRUB, MINIMUM HEIGHT OF 6FT SHALL BE REQUIRED AT TIME OF PLANTING. 12 PRIVACY PLANTING: THE FINAL PRIVACY -PLANTING PLAN SHALL BE REVIEWED AND APPROVED BY THE PLANNING DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS. THE VARIETY, SIZE, PLANTING DISTANCE SHALL BE CONSISTENT WITH THE CITY'S REQUIREMENTS. 13 PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL RECORD A COVENANT ON THIS PROPERTY TO INFORM FUTURE PROPERTY OWNERS OF THE PRIVACY PROTECTION MEASURES AND TREE PROTECTION REQUIREMENTS CONSISTENT WITH THE R-1 ORDINANCE, FOR ALL WINDOWS WITH VIEWS INTO NEIGHBORING YARDS AND A SILL HEIGHT THAT IS 5FT OR LESS FROM THE SECOND STORY FINISHED FLOOR. THE PRECISE LANGUAGE WILL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. PROOF OF THE RECORDATION MUST BE SUBMITTED TO THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE RESIDENCE. 14 PRIOR TO BUILDING FINAL, A COVENANT WILL BE RECORDED WITH THE COUNTY TO PROTECT THE PRIVACY TREES AND NEW FRONT YARD TREE 15 THERE IS 3980 SQ.FT. OF LANDSCAPE AREA TREE PROTECTION DURING CONSTRUCTION. PROTECTED TREES DESIGNATED FOR PRESERVATION SHALL BE PROTECTED DURING DEVELOPMENT OF A PROPERTY BY COMPLIANCE WITH THE FOLLOWING, WHICH MAY BE MODIFIED BY THE PLANNING DIRECTOR: A. PROTECTIVE FENCING SHALL BE INSTALLED NO CLOSER TO THE TRUNK THAN THE DRIPLINE, AND FAR ENOUGH FROM THE TRUNK TO PROTECT THE INTEGRITY OF THE TREE. THE FENCE SHALL BE A MINIMUM OF FOUR FEET IN HEIGHT AND SHALL BE SET SECURELY IN PLACE. THE FENCE SHALL BE OF A STURDY BUT OPEN MATERIAL (I.E., CHAINLINK), TO ALLOW VISIBILITY TO THE TRUNK FOR INSPECTIONS AND SAFETY. THERE SHALL BE NO STORAGE OF ANY KIND WITHIN THE PROTECTIVE FENCING. B. THE EXISTING GRADE LEVEL AROUND A TREE SHALL NORMALLY BE MAINTAINED OUT TO THE DRIPLINE OF THE TREE. ALTERNATE GRADE LEVELS MAY BE APPROVED BY THE PLANNING DIRECTOR. C. DRAIN WELLS SHALL BE INSTALLED WHENEVER IMPERVIOUS SURFACES WILL BE PLACED OVER THE ROOT SYSTEM OF A TREE (THE ROOT SYSTEM GENERALLY EXTENDS TO THE OUTERMOST EDGES OF THE BRANCHES). Plant Legend KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME GALLONS RATING LN 12 15 8' LOW Laurus nobilis Grecian Laurel 6' tall Screen Shrub - see notes LI 1 24" box 15' LOW Lagerstroemia i. Tuscarora Crape Myrtle 8' tall City required street tree min. 8' tall LII 1 24" box - LOW Lagerstroemia i. Tuscarora Crape Myrtle 8' tall City required front yard tree min. 8' tall SHRUBS RC 7 5 4'- 8' LOW Rhaphiolepis minor or Clara India Hawthorne GROUND COVERS BF 5 1 3'- 6' LOW Bulbine frutescens Yellow DV 8 1 4'- 8' LOW Dietes vegeta (D. irridioides) Fortnight Lily LY 3 1 4'- 8' LOW Lantana SpreadingYellow Low Yellow Lantana C 15 1 2'- 3' LOW Carex divulsa Berkeley Sedge LC 3 1 3'- 5' LOW Loropetalum Razzleberry SL 3 1 5' LOW Salvia leucantha Santa Barbara Mexican Sage MP 16 1 6' LOW Myoporum parvifolium SV 7 1 4'- 5' LOW Santolina chamaecyparissus Lavender Cotton VE 2 1 4'- 5' LOW Verbena peruviana purple Verbena LP 5 1 4'- 5' LOW Limonium perezii Sea Statice LAWN SOD HIGH Turf tall Fescue or Bonsai Fescue Install 2x4 rough redwood header if straight sides Use 1 x4 Epic Plastics Bend A Board if curved edges Plant count is for planning purposes only. Contractor to install all plants shown on plan. Landscape Site Legend 0 Driveway - Impervious stamped conc. - patterna dncolor to be determined later by owner 0 Front walkway - Impervious stamped conc. - pattern and color to be determined later by owner.(Covered porches are impervious concrete) 3❑ Side paths - Concrete - (impervious) med. broom finish, natural color, score jts. 4' O.C. ® Existing fencing to be kept when in good condition and repaired or replaced when necessary 5❑ New 6 foot high gate and fence solid wood © Rear Patio -stamped conc. - color and pattern to be determined later by owner (impervious) - (Covered porches are impervious concrete) 7❑ Tree Protection Fence - 6 foot high chain link fence with 8' posts pounded 2' into soil max. 10' apart. Install at tree drip line unless allowed to locate closer to trunk by certified arborist. D. TREES THAT HAVE BEEN DAMAGED BY CONSTRUCTION SHALL BE REPAIRED IN ACCORDANCE WITH PAVING MATERIAL AND LANDSCAPE AREA SUMMARY ACCEPTED ARBORICULTURE METHODS. PLANTING AREA INCLUDING LAWN 3980 SF E. NO SIGNS, WIRES, OR ANY OTHER OBJECT SHALL BE ATTACHED TO THE TREE. F. PLEASE SEE ADDITIONAL TREE PROTECTION 11.08 OF MUNICIPAL CODE IF NEC SCREEN SHRUB LEGEND NEW SCREEN SHRUBS - MIN. 15 GAL. MIN. 6 FEET HIGH SIZE QUANTITY STAMPED CONCRETE - DRIVEWAY, PATIOS, WALKWAYS 1468 SF CONCRETE WALKS - SIDE YARDS 471 SF RIVERROCK MULCH IN ROW BETWEEN CURB AND SIDEWALK 285 SF LN - LAURUS NOBILIS - GRECIAN LAUREL 15 GAL 12 MULCH WITH NO PLANTING IN SIDE YARDS 270 SF AREA OF COVERED PORCHES WAS NOT CALCULATED "I have complied with the criteria of the Water Conservation in Landscaping Ordinance and applied them for the efficient use of water in the landscape design plan" 6(� i,-- Gregory sGregory Lewis - Landscape Architect Lic. #2176 10-23-18 ® P. L. N 89° 50' 50" E 75.00' 8ftHGT24"BOX ..._....... ._ _ ...._..__.___. _... ...__,_,__...�._.._. _........___. _._... Remove ex. gravel and weeds Top of river rock to be flush with top of sidewalk and curb Keep rock min. 6 inches from street tree trunk Planting Plano 118' �J Revision N U 0 a� W "' Q M U 0 0)o U 0 z IV J a C) co co_0 co J C D000 Y O a (D CD W 01-00 � � p,NDSCApF �S No. 2176 fy� i o ure 4/ 0/2020 �� /02 8 �� ATF of ca���� 0 U� 4� U -,o � O • D cy) 0 N Z O�, Q DO O N Date 10/23/18 Scale As Noted Drawn Greg Job Sheet L I of 5