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Combined Set_30.pdfFEVI61ON8 BY 02/1 0/'17 PRELIM. DESIGN REVIEW 6/30/'l 7 CHECKED DESIGN REVIEW S . STELLING R X--- 2 0' 21'— 10" DATE 7/07/'l 8 DESIGN REVIEW 2 9/26/'l 8 BCA -E DESIGN REVIEW 3 12/1/'18 DESIGN REVIEW 4 JOB NO. 12/31/'18 DESIGN REVIEW 5 d ^ V T • id .. �. it . a. SIDEWALK .: °'•' c� d: 90 TV OF sll- TB . �,.. � � ", �' PAC N 0°00'09" W 8800' a: 6' d. . U RES DENCE O ♦ •: 1W d 0 60"0 PINE A—W 2ND UN TN ° O El Q U O a- DRIP 80 °–OT IW N -?-O> a o I 9ry o a 11 C U D IF= o 0 CAD1 0 ORCH :.1. a � , AC1 cz 4 ° 1st Floor I. ° 2 LJ ° , Ln U WL' --I Q 2 a ° CU Ln _ a CU (fl w z o O ° a ° W 12,-6„ a O \ ° Ln __j 117- >> a° a s M w 2nd Floor a o z o ° C) 0 100 Q� J 15 LO z DRAWING INDEX PROJECT DATA: ° .. °a ° I '20 a Q APN 375-07-43—A 10400 S. STELLING RD. 1. LOT SIZE: 8,512 SF 1 A-1.0 SITE PLAN 2. ZONING: R1-7.5, (2ND FLOOR SET BACK: 15ft MIN.) Ln �. ° w Q0 A-1.1 EXIST. TREE PLAN 3. CONSTRUCTION TYPE: V—B W FIRE SPRINKLER ( / ) : z UO A-2.0 FLOOR PLANS OCCUPANCY GROUP: R-3/1-1Ln - a a�. ° ° J A-3.0 ELEVATIONS 4. DESIGNATE LAND USE: LOW DENSITY RESIDENT L 1-5(DU/AC) 11 Q A-4.0 SECTIONS 5. BLDG AREA: ° Q `� A-5.0 ROOF PLAN 2ND FL. AREA: 1,097 SF(A)^ L-1.0 LANDSCAPE PLAN 1 ST FL. AREA: 1,582 SF(B1) 5 ° `- L-2.0 IRRIGATION PLAN 2ND UNIT: 648 SF(B2) GARAGE: 441 SF(CI 3 _ 4 ° WORKS:SCOPE OF TOTAL BLDG AREA: 3,768 SF(D) CAR PORT 211 SF(E) M 0 a ° a 1. EX. BUILDINGS AND IMPROVEMENT TO REMOVE PORCH : (34+116+292+77)=519 SF(E1) (UNDER SEPARATE PERMIT). 1 ST FL. 24" EAVE AREA 565 SF(F) ° ° 2. PROPOSED A NEW SINGLE FAMILY DWELLING W/ 2ND FL. TO 1ST FL. AREA RATIO: A/(B 1 +B2+C)=41.07% ° ATTACHED GARAGE & 2ND UNIT. 7. LOT COVERAGE : 3,976(B1 +B2+C+E+E1 +F)/8,512=46.71 % 00 a 4 8. FAR: 3,766 / 8,512= 44.24% \ 9. FRONT YARD IMPERVIOUS AREA RATIO: (� CAR ° 38.40% (SEE FRONT YARD CALS) PORT ° 10. EX. HOUSE (2062 SF) & GARAGE(360 SF) (1953 BUILT) a 1 1. CITY CONTACT: JEFFREY TSUMURA C. 20' a ° TEL:408-777-1356, E—MAIL: jeffreyMT@cupertino.org LJ AN ELEC. COPY OF THE PLANS IS AVAILABLE BY REQUEST. � a ° 12. THE DEADLINE FOR THE SUBMISSION OF PUBLIC COMMENTS a SHALL BE TWO WEEKS AFTER THE DATE OF THE NOTICE r� ° IS POSTED(______, 2019). N NEW 6'H FENCE � 4 ° a � V I N I C I TY IVI A P W/ GATE ° Pome[on Avc •.• dl G 5 r; ? t uni aro Serra fiNy Q o p Junies _ .._ = n I',u2r'r]q 4 vim, o ' Mirt 6r ° Z B5 — K o W u' U S 0°00'09"E 8800' $ g a Vallco Shopping Mail clipeftln0 Alves Dr Vallcop Pros' Prra W a o Memorial Park ��y c ® Amam Sushi Stevens CreekBlvU Cupertino Stevens CrsekBlvd Stevens Creek Blvd N Q DTE PLAN o De Anza College©— m w RQdrigus w vD5s Ave 'n R1 Q��111n $011114 mCupertino Library � a vLZ ry s1eRosa 7 min drive' hurne Paclflca Dr i Barnhart Ave 10 0 10 20 30 < a ,a kkrwin Ln P t Hrarieaporl dr ollrRgerRcn S°c C7 BBIIIr1 ryi^ Y C O G2 - 9L'f Rrt AllpoSlis " V T° 4 5CountsyPakk § � @5 � co � � FPave �� � NOTES: 1. Calgreen checklist shall be included as a part of construction documents. Tenncedr 5 W m 2. Prior to issuance of bldg permit, the Landscape Water—Efficiency Checklist De"°"hire Dr o w�sr sArr is + = R in Appendix A of Chapter 14.15 will need to be filled out. RalnbowDrRaina6�ilr roWWal6r* }© � 3. LANDING IN THE SIDE YARD SHALL NOT EXCEED 18" ABOVE FIN. GRADE. 4 Go glee CALABAZAS WiBteria�aY � r��l [.,t `. a SOUTH FEVI61ON8 BY 02/1 0/'17 PRELIM. DESIGN REVIEW 6/30/'l 7 CHECKED DESIGN REVIEW 1/31/'18 DESIGN REVIEW 1 DATE 7/07/'l 8 DESIGN REVIEW 2 9/26/'l 8 BCA -E DESIGN REVIEW 3 12/1/'18 DESIGN REVIEW 4 JOB NO. 12/31/'18 DESIGN REVIEW 5 A-1.0 DRAWN MC CHECKED DATE AS NOTED BCA -E AS NOTED JOB NO. SHEET A-1.0 OF sll- TB SECTION DIMENSIONS AREA A 18X9 162.00 B 12.5X3.67 45.88 C 15.67X3 47.01 D 38.92X19 739.48 E 8X13.83 110.64 2nd FLOOR AREA 1,105 S.F. F 39.25X16.5 647.63 G 28.92X20.5 592.86 H 11 X7.5 82.5 i 2.5X30.33 75.83 K 35.83X33.83 1212.13 L 7.5X2 15.00 M 5.42X12.33 66.83 N (7.33+11.42)2 2 18.75 1 st FLOOR AREA 2712 S.F. TOTAL FLOOR AREA 3,817 S.F. 15'— 8„ SIDEWALK Ln cu N 0°00'09" W Ln 31 0 N U� lm W dr dam. d U-) -) •a d .. ad d Y ' •d J d. °l 78' () FRONT YARD PAV'G CALS: Front Yard Area: S:1 =10 —0" 78 X 20 = 1,560 sf Paving Area: 139+255+205= 599 sf Ln m m `D 0 co a 16' 2ND FLOOR AREA CALCULATION: 1'=10'-0" I ST FLOOR AREA CALCULATION: 1'=10'-0" S 0000'09" E 88.00' FE\MlONB BY 02/1 0/'17 PRELIM. DESIGN REVIEW 6/30/'l 7 DESIGN REVIEW a N I po QN r1 Q � U U o ow O S a J J C W z M 0 Q z x z o w 7t �o Q p U W� W o W � � WO O�P4 O� o �D U DRAWN MC CHECKED MC DATE AS NOTED SCALE 1 "=8'-0„ .SOB NO. A-1.1 SHEET OF BI -EFTS D D � D 39'-3" 1l'—,3" 15' 'n 13' lo lo 10'— 3" F00 5,_6„ 2, - 5,_5„ 1* ol ol .00 . . . . . . . . . . . . . . . . . . . . . . . I LIVING /DINING GUEST RM 1.. . . . . GUEST RM 2 . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ❑❑ (o . .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . El ..... _ BA. NOOK BA. :i �i A. . . . . . . . . . . . . . . . . . . . Oo = �o REF. + + WjD I I - o KITCHEN oIn � a ■ o ...... ........................... ■ WH FAMILY LAUNDRYEl F—IF REF. FUR. ■ W D PANTRY L B—B B—B nI I � ATH 3 L', Lo CAR PORT GARAGE BA H #4 ri �T— F I 5'-6" 9' I � UP 20' lo STUDY DINING ENTRY LIVING � N N i� LEGEND: 2ND UNIT �' �' ■ PORCH A—A A-4 10'-3" 20'-6" 11' 7'-6" 10'-4" 8'-1" 15'-3" 72'-9" I ST FLOOR P LAN A S: 1/4 - 1/-0' 10 0 10 20 30 REVISIONS BY 02/10/'l 7 PRELIM. DESIGN REVIEW 6/30/'l 7 DESIGN REVIEW 1/31/'18 DESIGN REVIEW 1 CHECKED 7/07/'l 8 DESIGN REVIEW 2 9/26/'l 8 DESIGN REVIEW 3 12/1/'18 DESIGN REVIEW 4 DATE AS NOTED DRAWN MO CHECKED MC DATE AS NOTED SCALE AS NOTED JOB NO. SHEET A 2. 0 OF SHEETS A—A F-4 ET - 5 —6" 11'-6" 3' 12'--8" 13'-3" 10' Q o BE OOM 2 co I M. BATH 0-) - BEDROOM 3 BA. # 00 � 1 D I o I B -B N B -B W.I.C. Qo I DD O a_ ll� 7 1 1 < ------ NI U`7—a 5'-6" 14' ol 5'-1 " oll 13'-3" 1 ' 0 z O OPEN I I PORCH 3.5/12 17 zr 70, 8 A—A A-4 2ND FLOOR PLAN -AS:„ _ 1/4 — 1 0 10 0 10 20 30 REVISIONS BY 02/10/'l 7 PRELIM. DESIGN REVIEW MO 6/30/'l 7 DESIGN REVIEW CHECKED 1/31/'18 DESIGN REVIEW 1 MC 7/07/'l 8 DESIGN REVIEW 2 DATE 9/26/'l 8 DESIGN REVIEW 3 AS NOTED 12/1/'18 DESIGN REVIEW 4 SCALE AS NOTED JOB NO. DRAWN MO CHECKED MC DATE AS NOTED SCALE AS NOTED JOB NO. SHEET A 2.1 OF SHEETS so O 22'-3" 12 3,5 0) / < CAR / DD DR I i� ���� ELEVATI❑N NOTES: O ROOF: CONC. TILE ROOF ('MONIER LIFETILE' ESR1647-ICC ES CO. OR APPRO. EQ.) ON (2)30 LB BLDG FELT OVER PLYWOOD SHEATING. ROOF SHALL BE CLASS "A" & 20 LB/SF DESIGN WEIGHT. O 5" 26 GA. G.I. PROFILE GUTTER ON 2X8 S4S SURFACE FASCIA BOARD WITH DOWNSPOUT AT PROPER LOCATIONS (ALL ROOF DRAINS SHALL BE DRAINED TO LANDSCAPE AREA) O DOUBLE GLAZED WINDOWS (TYP.) OCUSTOM SOLID CORE DOORS. O 3 -COAT CEMENT PLASTER IN 17 GA. STUCCO NETTING ON 2 LAYERS GRADE 'D' BLDG PAPER. (WITH 26 GA. G.I. 'Z' FLASHING AT TOP EDGE OF BLDG PAPER). OSTUCCO SILL OR TRIM. OSCREEN VENT WITH 1/4" WIRED MESH (TYP.) O WEEP SCREED (TYP.) NOTE; CONTRACTOR SHALL OBTAIN THE APPROVED COLOR AND MATERIAL SCHEME FROM OWNER BEFORE STARTING THE WORKS. Note: 1. The property owner shall record a covenant on the property for the new and existing privacy trees and the required front yard tree. 2. Following completion of construction, an affadavit from an ISA -certified arborist shall be provided confirming that the new trees have been planted properly and according to plan, and that the existing trees to remain are in good health. 3. A planning Division inspection is required to verify exterior material/ finishes, trees, landscaping and site work. Note: Any proposed chaanges to the approved colors and materials on this subject shall be reviewed by the City of Cupertino Planning Division prior to installation/ application. I nom° 10400 ooeo NORTH ELEVATI❑N-A 12 Q4 a o \ I \ N N 20' 0 0 EAST ELEVATI❑N-A S; 1/4"=1'-0" WEST ELEVATI❑NA S: 1/4"=1'-0" / / I i� \ a o \ I \ N N 20' 0 0 EAST ELEVATI❑N-A S; 1/4"=1'-0" WEST ELEVATI❑NA S: 1/4"=1'-0" A -A A-4 3.5:12 3.5:12 N 3.5:12 I N Ull N 0— \,A-4 N A-4 a 0 Q U 3.5:12 4:12 4:12 3.5:12 3.5:12 --- —� �— 3.5/12 — 0 PORCH A -A A-4 ROOF PLAN_ S� 1/4„ - 1 0 10 0 10 20 30 ------------ REVISIONS BY 02/1 0/'17 PRELIM. DESIGN REVIEW 6/30/'17 DESIGN REVIEW 1/31/'18 DESIGN REVIEW 1 CHECKED 7/07/'l 8 DESIGN REVIEW 2 9/26/'l 8 DESIGN REVIEW 3 12/1/'18 DESIGN REVIEW 4 DATE AS NOTED DRAWN MC CHECKED MC DATE AS NOTED SCALE AS NOTED JOB NO. A-1 SHEET .0 OF SHE 0 I F- 0 0 n C - Ln O I \ L /\ I `) I. I I\ L L I L -r-\ I V S: 1"= 10'-0" / \ 1. Protected trees will require a Tree /Removal Permit Iz \ and filing fees through a separatd application. Ln Cd Ln Cd 31 LO I W e Coo - SECTION DIMENSIONS AREA W Q 17X9 153.00 I 11.5X3.67 42.21 I < 47.01 D 38.92X19 739.48 E 8X14.07 112.56 2nd FLOOR AREA 1,097 S.F. F 39.25X16.5 647.63 G 28.92X20.5 592.86 H 10.5X3.5 36.75 i 2X30.33 60.66 K 36.33X33.83 1229.04 L 8X2.25 18 M 5.42X12.33 66.83 N (7.33+11.42)2 2 18.75 1 st FLOOR AREA 2,671 S.F. TOTAL FLOOR AREA 3,766 S.F. I — 0 I F- 0 0 n C - Ln O I \ L /\ I `) I. I I\ L L I L -r-\ I V S: 1"= 10'-0" / \ 1. Protected trees will require a Tree /Removal Permit Iz \ and filing fees through a separatd application. Ln Cd Ln Cd 31 LO I W e Coo - SECTION DIMENSIONS AREA A 17X9 153.00 B 11.5X3.67 42.21 C 15.67X3 47.01 D 38.92X19 739.48 E 8X14.07 112.56 2nd FLOOR AREA 1,097 S.F. F 39.25X16.5 647.63 G 28.92X20.5 592.86 H 10.5X3.5 36.75 i 2X30.33 60.66 K 36.33X33.83 1229.04 L 8X2.25 18 M 5.42X12.33 66.83 N (7.33+11.42)2 2 18.75 1 st FLOOR AREA 2,671 S.F. TOTAL FLOOR AREA 3,766 S.F. SIDEWALK 59'-4" 0 15 1 —8 2ND FLOOR AREA CALCULATION: PLANT'G AREA 1;39" .S.I� d - , e°ea e e ' 6 8' FRONT YARD PAV'G CALS: Front Yard Area: S:1 =10 -0" 68 X 20 = 1,360 sf Paving Area: 139 sf Paving ratio at Front Yard: 139/ 1360= 10.22% 1'=10'-0" TV 9co-'0 ICAIL F7 PAC In I IW I Ln M I 2 I ST FLOOR AREA CALCULATION: 1'=10'-0" BREAKDOWN OF SAVE, PORCH & CARPORT s, i• = io'—o• REVISIONS BY 02/1 0/'17 MC PRELIM. DESIGN REVIEW CI-IECI<En- MC 6/30/'l 7 DATE DESIGN REVIEW AS NOTED 1/31/'18 SCALE DESIGN REVIEW 1 1 "=8'-0„ 7/07/'l 8 JOB NO. DESIGN REVIEW 2 BFEET 9/26/'l 8 1. 1 DESIGN REVIEW 3 BI-IEETB /'18 N REVIEW 4 1/'18 r N REVIEW 5 DRAWN MC CI-IECI<En- MC DATE AS NOTED SCALE 1 "=8'-0„ JOB NO. BFEET A 1. 1 OF BI-IEETB I / / / 20' S❑UTH ELEVATI❑N-A S: 1/4"=1'-0" 12 Q3,5 22'-3' A 0 1m BA 11 LAUN. -ol I I BATH III PORCH be SECTI❑N A -A S: 1/4"=1'-0" SECTI❑N B -B S: 1/4"=1'-0" REV DATE PROPOSED RESIDENCE DESIGN REVIEW 6 3017 10400 S. STELLINGRD. DESIGN REVIEW 1 1/30'18 CUPERTINO, CALIFORNIA F, AST AYM DESIGN REVIEW 2 7 07'18 DESIGN REVIEW 3 12 1 '18 ELEVATIONS 8c SECTIONS No. C 21230 DRAWN JOB NO SHEET J` REN.01-31-19 �Q H.M.C. ASSOCIATES. LLP 9 ARCHITECTURAL AND PLANNING Mc TFOF CAS-�F�� SCALE DATE A — 4 12-1-2018 12280 SARATOGA SUNNYVALE RD. #209 SARATOGA, CA 95070 TEL: 408 446-8418 email hmikechenCwgmail.com AS SHOWN AS SHOWN T I V I S: 1/4"=1'-0" 12 Q3,5 22'-3' A 0 1m BA 11 LAUN. -ol I I BATH III PORCH be SECTI❑N A -A S: 1/4"=1'-0" SECTI❑N B -B S: 1/4"=1'-0" REV DATE PROPOSED RESIDENCE DESIGN REVIEW 6 3017 10400 S. STELLINGRD. DESIGN REVIEW 1 1/30'18 CUPERTINO, CALIFORNIA F, AST AYM DESIGN REVIEW 2 7 07'18 DESIGN REVIEW 3 12 1 '18 ELEVATIONS 8c SECTIONS No. C 21230 DRAWN JOB NO SHEET J` REN.01-31-19 �Q H.M.C. ASSOCIATES. LLP 9 ARCHITECTURAL AND PLANNING Mc TFOF CAS-�F�� SCALE DATE A — 4 12-1-2018 12280 SARATOGA SUNNYVALE RD. #209 SARATOGA, CA 95070 TEL: 408 446-8418 email hmikechenCwgmail.com AS SHOWN AS SHOWN WATER EFFICIENT COMPLIANCE CHECKLIST NOTES - TURF, PLANTING, SOIL MANAGEMENT 1 LESS THAN 25% OF PLANTING AREA IS TURF (there is no 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 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). D. TREES THAT HAVE BEEN DAMAGED BY CONSTRUCTION SHALL BE REPAIRED IN ACCORDANCE WITH ACCEPTED ARBORICULTURE METHODS. 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 LOT 1 CS - CUPRESSUS SEMPERVIRENS - ITALIAN CYPRESS 15 GAL 29 LOT 2 CS - CUPRESSUS SEMPERVIRENS - ITALIAN CYPRESS 15 GAL 9 PU - PITTOSPORUM UNDULATUM - VICTORIAN BOX 15 GAL 8 EXISTING TREES SEE BUILDING ARCHITECT'S SHEET A -1.1 FOR EXISTING TREE PLAN FOR EXISTING TREES TO BE REMOVED AND EXISTING NEIGHBORING TREES Landscape Site Legend Plant Legend 1 3'- 6' LOW ❑1 Driveway - Pervious Pavers - pattern and color to be determined KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME Fortnight Lily later by owner 2 1 4'- GALLONS RATING Lantana SpreadingYellow Low Yellow Lantana ❑2 Front walkways, side walkways, rear walkways - Concrete PU 8 15 8' LOW Pittosporum undulatum Screen Shrub - see notes Victorian Box 2 (impervious) - pattern and color to be determined later (Covered CS 38 15 5' LOW Cupressus sempervirens Italian Cypress 1 4'- porches are impervious concrete) LOW Myruts communis Myrtle LB Screen Shrub - see notes 1 3'- 8' LOW PC 1 15 30' LOW Pistacia chinensis Keith Davies Chinese PistacheCity ❑3 Rear patios -Pervious Pavers -pattern and color to be determined Plant quantities are for planning purposes only. Contractor to do own plant count. Street Tree later by owner ® Existing fencing to be kept when in good condition and repaired or SHRUBS RC 16 5 4'- 8 LOW Rhaphiolepis minor or Clara India Hawthorne replaced when necessary N 10 5 31- 5' LOW Nandina Gulf Stream Heavenly Bamboo ❑5 New 6 foot high fence solid wood CB 7 5 8'- 10' LOW Rosa banksiae double yellow or white Lady Banks rose trained on fence like vine on lattice GROUND COVERS BF 10 1 3'- 6' LOW Bulbine frutescens Yellow DV 12 1 4' - 8' LOW Dietes vegeta (D. irridioides) Fortnight Lily LY 2 1 4'- 8' LOW Lantana SpreadingYellow Low Yellow Lantana LM 8 1 4'- 8' LOW Lantana montevidensis purple Low Purple Lantana CK 2 1 4'- 8' LOW Calamogrostis Karl Foerster Pacific Reed Grass MC 8 1 4'- 8' LOW Myruts communis Myrtle LB 5 1 3'- 8' LOW Lomandra Breeze LO 7 1 3- 5' LOW Loropetalum Razzleberry Plant quantities are for planning purposes only. Contractor to do own plant count. "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( (mow is Gregory Lewis - Landscape Architect Lic. #2176 8-31-18 0 Planting Plan omo(17\� Revision 6/29/18 paving 8/25/18 - added Italian Cyp. south property line 8/3118 - added Italian Cyp. south property line U N N LL � Q W "' a- (0 U � 0 o U Z IV J ` a U � U) E U) co co W Ln J C Cl000 Y O a O W 01-00 pNDSCApF �S No. 2176 fy� i o ure 4/ 0/2020 Ronemt te ATF of ca���� Q U cry o C � U N cy-i O Q�Cy O" O LO cy-) � Z n Z �< O� c� O O O Date 5/15/18 Scale As Noted Drawn Greg Job Sheet L I of 5 WATER EFFICIENT LANDSCAPE CHECKLIST - IRRIGATION 1 THE AUTOMATIC IRRIGATION CONTROLLER USES EVAPOTRANSPIRATION DATA AND UTILIZES A RAIN SENSOR 2 THE IRRIGATION CONTROLLER DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE PRIMARY POWER SOURCE IS INTERRUPTED 3 PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE THE DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE RANGE 4 MANUAL SHUT-OFF VALVES ARE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT OF CONNECTION OF THE WATER SUPPLY 5 ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, ASABE/ICC 802-2014 "LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD". ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 6 IRRIGATION SUBMETERS ARE REQUIRED FOR RESIDENTIAL PROJECTS WITH MORE THAN 5000 SQ.FT. OF LANDSCAPE AREA - THEY ARE NOT REQUIRED ON THIS PROJECT WITH 4335 SF 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. THERE IS NO LAWN. ADDITIONAL NOTES 8 SEE SHEET L3 AND L4 FOR DETAILS AND SPECIFICATIONS 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 5 GPM AT MINIMUM 45 P.S.I. AT THE POINT OF CONNECTION. IF THIS CONDITION IS NOT MET CONTACT THE LANDSCAPE ARCHITECT FOR POSSIBLE REDESIGN. (YOU CAN ADD SOME VALVES TO REDUCE THE FLOW THRU THE VALVES WITH MORE FLOW). THERE IS 65 STATIC PSI IN THIS AREA. IF PRESSURE EXCEEDS 75 PSI AT POINT OF CONNECTION INSTALL A WILKINS 600 V PRESSURE REGULATOR STATIC PRESSURE IS APPROX. PSI IN THIS AREA. 10 THE ROUTING OF SPRINKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT VALVES TOO CLOSE TO TREES. STAY 8' TO 10' AWAY IF POSSIBLE. DO NOT PUT PRESSURE LINES UNDER TREES. INSTALL LINE IN PLANTING AREAS INSTEAD OF UNDER PAVING WHENEVER POSSIBLE. 11 POINT OF CONNECTION WILL TYPICALLY BE JUST BEFORE WATER ENTERS HOUSE. INSTALL 3/4" TEE AND A BALL VALVE AND RUN 1"SCH 40 PVC TO VALVE LOCATIONS. KEEP ANTISIPHON VALVES IN INCONSPICUOUS PLACES, INSTALLED 6" TO 12" ABOVE HIGHEST SPRINKLER OR DRIP EMITTER ON THE CIRCUIT. KEEP VALVES OUT OF PATHS. 12 MAKE PROVISIONS TO ADD AN EXTRA CONTROL WIRE TO THE LOCATIONS OF THE VALVES WITH LARGE GPM FLOWS SO THAT EXTRA VALVES CAN BE ADDED IF THERE I� WATER VOLUME AVAILABLE AT THE NECESSARY PRESSURE 13 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HA LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF IN THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN IRRIGATION S( PLANTINGS AND MATURE PLANTINGS AND A LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. READ A COPY OF THE CUPERTINO WELO COMPLIANCE CERTIFICATE AND W LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT Drip Irrigation Notes 1) SECURE LARGER 3/4" DRIP TUBING 1" BELOW GRADE WITH 7" OR 11" U -SHAPED STAKES 3 FEET ON CENTER OR CLOSER SO THAT THE TUBING CAN BE FOUND EASILY BUT DOES NOT SHOW IF THE MULCH GETS BRUSHED AWAY. COVER TUBING WITH SOIL AND MULCH AND INSTALL MANUAL FLUSH VALVES AT ENDS OF TUBING AND MARK THEM SO THEY CAN BE FOUND EASILY. 2) RUN LARGE TUBING OVER AND NEXT TOROOTBALL OF PLANTS TO MINIMIZE LENGTH OF SMALLER 1/4" TUBING. SECURE EMITTERS ON 3/4'' TUBING AT PLANT ROOT BALLS. WHEN NECESSARY RUN SHORT LENGTHS OF 1/4" TUBING FROM EMITTERS TO PLANT ROOT BALLS. INSTALL STAKES ON 1/4'' TUBING AT 12'' ON CENTER AND COVER TUBING WITH 1" OF SOIL PLUS MULCH. 3) AS THE PLANT AND PLANT ROOTBALL INCREASE IN SIZE, THE LOCATIONS OF THE EMITTERS MAY NEED TO BE ADJUSTED SO THEY ARE EVENLY SPACED OVER THE ROOTBALL. 4) INSTALL PRESSURE COMPENSATING EMITTERS (WITH MINIMAL DIFFERENCE IN FLOW BETWEEN 10 PSI AND 40 PSI) AT EACH PLANT ON ROOT BALL (NOT RIGHT AT STEM). USE AGRIFIM PC PLUS (PRESSURE COMPENSATING EMITTERS). USE THE ONES THAT 1/4 TUBING CAN BE CONNECTED TO. OTHER EMITTERS MAY HAVE A HIGHER DISCHARGE RATE AT STARTUP REQUIRING LARGER PIPE SIZES. EMITTER SCHEDULE: TWO 2 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) LM,LY,BF THREE 2 GPH EMITTERS AT MEDIUM SHRUBS DV,RC,LB,LO,MC,CK,CB,N FOUR 2 GPH EMITTERS AT LARGE SHRUBS PU, CS WITH SHRUBS THAT HAVE MULTIPLE EMITTERS, PUT SOME OVER ROOT BALL (NOT RIGHT ON STEM) AND SOME OUT UNDER FUTURE CANOPY. SPACE EMITTERS EVENLY IN ROOT ZONE AREA. FOR TREES INSTALL FIVE 2 GPH EMITTERS ON AND AT EDGE OF ROOTBALL AND AN ADDITIONAL TEN 1 GPH EMITTERS AT 2 FOOT GRID UNDER FUTURE CANOPY SEE NOTES AT VALVE KEYS FOR DRIP EMITTER RATES AT EXISTING SHRUBS AND TREES PL LINES UNDER PAVING - 24" deep with sand backfil • • — 3/4" Sch 40 PVC pressure line in 1-1 /4 " sleeve • • W 1-1 /4 " gray elec PVC sleeve NP _ 3/4" Sch 40 PVC nonpressure line in 1-1 /4 " sleeve E 3/4" PE drip tubing with compression fittings - see drip notes L3 "I have complied with the criteria of the Water Conservation in Landscaping Ordinance and applied them for the efficient use of water in the irrigation design plan" 6r�Lew is Gregory Lewis - Landscape Architect Lic. #2176 8-31-18 Irrigation Plan '-m o 10Zo�i Revision 6/29/18 paving 8/25/18 - added Italian Cyp. south property line 8/3118 - added Italian Cyp. south property line W N N LL � Q W "' U U') 0 o U Z IV J ` a U � U) E U) ImIm _0 co W Ln J C D000 Y O a O W 0 � \p,N�CApF �S No. 2176 fy� a ure 4/ 0/2020 Ronemt te qTF OF CAL��� Q U cry o C � U N M O O" O LO c� � Z n Z �< O� c� O O O Date 5/15/18 Scale As Noted Drawn Greg Job Sheet L2 of 5 Irrigation Legend KEY MANUF. MANUF. # DESCRIPTION L3 3 © Hunter IC -600 PL 6 station controller with enough modules for 6 stations exterior wall mount with multiple programing, cycle start, and calender program Hunter SOLARSYNC Install Solarsync weather sensor in sunny location that receives rain System will adjust valve run times according to weather C L3 Hunter PGV-ASV 075 3/4" antisiphon valve with 3/4" Amiad Filter, Senniger PR30 pressure regulator, and adaptor to drip tubing Run 3/4" Sch 40 PVC pressure line from point of connection to valves A L3 3/4" manual brass ball valves B 3/4" Nonpressure line - Sch 40 PVC 3/4" unless noted for larger L3 1 size - 12 of cover Pressure line - Sch 40 PVC : 1" unless noted for smaller size - 18" of cover PL LINES UNDER PAVING - 24" deep with sand backfil • • — 3/4" Sch 40 PVC pressure line in 1-1 /4 " sleeve • • W 1-1 /4 " gray elec PVC sleeve NP _ 3/4" Sch 40 PVC nonpressure line in 1-1 /4 " sleeve E 3/4" PE drip tubing with compression fittings - see drip notes L3 "I have complied with the criteria of the Water Conservation in Landscaping Ordinance and applied them for the efficient use of water in the irrigation design plan" 6r�Lew is Gregory Lewis - Landscape Architect Lic. #2176 8-31-18 Irrigation Plan '-m o 10Zo�i Revision 6/29/18 paving 8/25/18 - added Italian Cyp. south property line 8/3118 - added Italian Cyp. south property line W N N LL � Q W "' U U') 0 o U Z IV J ` a U � U) E U) ImIm _0 co W Ln J C D000 Y O a O W 0 � \p,N�CApF �S No. 2176 fy� a ure 4/ 0/2020 Ronemt te qTF OF CAL��� Q U cry o C � U N M O O" O LO c� � Z n Z �< O� c� O O O Date 5/15/18 Scale As Noted Drawn Greg Job Sheet L2 of 5 Y J Q w 0 DRIVEWAY .86 7.12 288.12 87. 4 WIV )28.90go 287.88 Li E:]247.67 187.73 60"0Q 28'80 DRIP 80'287.98 2 2 7. 2PG .72 287.17 DRIVEWAY O I 00 00 0-) O O O 2. � ° ..�3287. 9 z Y IJ Q Li 0 U) 87.8'3 0287.86 FH 287.93 TS c� WM Q87.�8 U SSMH O RIM 287.68 INV 276 38 88.04 287.27 2E 287.37 87.67 287.53 287.18 287.26 287.25 287.60 287.33 287.40 DRIVEWAY 287.35 10400 S. Stelling Road Cupertino AP N : 359-13-037 (E) --HOUSE RIDGE 12.87 SH UB X 286. 4 87.13 287.13 287.10 WWI e: X 286.86 288.3 286.69 87.44 X 286.61 P P 286. CONC 3.61 96 AC 286.88 286.78 286.79 N 89°56'35" E 222.50' 9198 286.30 35SHRUB 285.91 285.81 .80 7 (E) HOUSE FF 287.04 RIDGE 298.31 0 '7x6.88 8110 DRIP 30' 286.52 0 286.176 j ' P 286.93 2x6:. 9-8 286.72 286.58 WOOD DECK C 0"o 0 286.14 DRIP 30' S 89056'35" W /222.50 (E) HOUSE RIDGE 317.38 SMP ENGINEERS CIVIL ENGINEERS -LAND SURVEYORS 1534 Carob Lane Los Altos, CA 94024 Tel. (650) 941-8055 Fax (650) 941-8755 DRIVEWAY 285.90 Scale: 1" - 10' Prepared by: Checked by: Date: 2/4/2016 Project No: 216008 8110 DRIP 25' 0285.36 x 285.73 285.79 CONC. CARPORT 286.50 286.01 286.22 286.19 '86.68 4X6"O x 285. 285.93 DRIP 25' W285.34 (E) HOUSE RIDGE 310.85 x 285.05 65 5.27 284.99 285.28 285.83 285.61 285.81 284.90 285.11 284.98 284.98 36",0 285.51 DRIP 60 x 285.85 285.75 28 •95 285.70 285.41 285.35 85.48 285.37 / 285.43 284.89 2X8"O DRIP 40' 285.07 284.90 6"0 x 284.52 DRIP 20' 84.61 284.63 10' PIPELINE EASEMENT 284.83 284.85 ¢� 284.41 b Cn O 284.77 x 28 48 ° O O ¢ LO fT1 284.86 28 .88 00 00 O O 283.70 284.66 28 6 / 284.01 283.77 83.93 283.50 283.60 8"0 DRIP 30' )28 283.84 . -294-.04-- (E) 284.-04-(E) HOUSE RIDGE 313.58 TOPOGRAPHIC SURVEY MAP Sheet No: T-1 LEGEND: ABBREVIATIONS: DISCLAIMER: SMP ENGINEERS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN. NOTE: THIS MAP REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND UTILITIES CALL "USA" (1-800-642-2444). SURFACE FEATURES ARE LOCATED BY MEANS OF A STATION AND OFFSET FROM THE CONTROL LINE. BASIS OF BEARINGS: THE BEARING N 89°56'35" E OF THE CENTERLINE OF McCLELLAN RD. AS SHOWN UPON CERTAIN TRACT NO. 7976, RECORDED IN BOOK 574, AT PAGES 6-7, WAS TAKEN AS BASIS OF BEARINGS FOR ALL BEARINGS SHOWN HEREON. REFERENCED ASSUMED BENCHMARK: SANTA CLARA VALLEY WATER DISTRICT BENCHMARK NO. BM462 BRASS DISK ON TOP OF CURB NEAR CATCH BASIN AT SOUTHWEST CORNER OF McCLELLAN & S. STELLING RD. EL: 290.15' SITE BENCHMARK: SURVEY CONTROL SET MAG NAIL ELEVATION=100.00' (ASSUMED DATUM) NOTES: 1. ALL DIMENSIONS ARE GIVEN IN FEET AND DECIMALS THEREOF. 2. THE GROSS AREA OF LAND OF RECORD IS 19,580 SQ. FT. f. 3. THE MAP WAS BASED ON A GRANT DEED DOC.# 12036744 BY FIRST AMERICAN TITLE CO. DATED 08/06/1993, RECORDED IN SANTA CLARA COUNTY. 4. ALL EXISTING BUILDINGS ARE WOOD. 5. FOR PRECISE SPECIES OF TREES A CERTIFIED ARBORIST SHALL BE CONSULTED. 6. THIS DRAWING REPRESENTS A TOPOGRAPHIC SURVEY PREPARED IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYORS ACT. THE PROPERTY LINES SHOWN HEREON ARE COMPILED FROM RECORD DATA AND REPRESENT THE BEST GRAPHICAL FIT BETWEEN RECORD INFORMATION AND THE TOPOGRAPHICAL FEATURES SURVEYED AND SHOULD NOT BE RELIED UPON OR USED FOR ANY OTHER PURPOSES. PURSUANT TO THE CLIENT'S DIRECTION A BOUNDARY SURVEY WAS NOT PERFORMED AT THIS TIME WHICH MAY HAVE DETERMINED THE ACTUAL PROPERTY LINES. SCALE 1"= 10' GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft. O REVISIONS DESIGN DESIGN CITY APPR. BY DATE APPR. DATE CITY OF CUPERTINO AC ASPHALT - - - - - - PROPERTY LINE AD AREA DRAIN ANC ANCHOR EXISTING LOTS B SB L BUILDING SETBACK LINE CENTERLINE C &G CURB AND GUTTER C13 CATCH BASIN .. ... EASEMENT LINE CO CLEAN OUT - - - -ss- SANITARY SEWER LINE DW DRIVEWAY EB ELECTRIC BOX - - - - _SD - STORM DRAIN LINE EM ELECTRIC METER - OH OVERHEAD POWER LINE EP EDGE OF PAVEMENT FH FIRE HYDRANT WOOD FENCE GA GUY ANCHOR GM GAS METER GV GAS VALVE POWER POLE V IRRIGATION VALVE FIRE HYDRANT LP MB LIGHT POLE MAIL BOX MH UTILITY MANHOLE JOINT POLE P.U.E. PUBLIC UTILITY EASEMENT P BRICK GONG PILLAR Op SURVEY MONUMENT FOUND PP POWER POLE (R) RADIAL BEARING SL STREET LIGHT TEM (ELEVATION) SDMH STORM DRAINAGE MANHOLE SSMH SANITARY SEWER MANHOLE wv WATER VALVE SSC0 SANITARY SEWER CLEAN OUT TO D THROUGH CURB DRAIN TS TRAFFIC SIGN VG VALLEY GUTTER WM WATER METER WV WATER VALVE DISCLAIMER: SMP ENGINEERS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN. NOTE: THIS MAP REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND UTILITIES CALL "USA" (1-800-642-2444). SURFACE FEATURES ARE LOCATED BY MEANS OF A STATION AND OFFSET FROM THE CONTROL LINE. BASIS OF BEARINGS: THE BEARING N 89°56'35" E OF THE CENTERLINE OF McCLELLAN RD. AS SHOWN UPON CERTAIN TRACT NO. 7976, RECORDED IN BOOK 574, AT PAGES 6-7, WAS TAKEN AS BASIS OF BEARINGS FOR ALL BEARINGS SHOWN HEREON. REFERENCED ASSUMED BENCHMARK: SANTA CLARA VALLEY WATER DISTRICT BENCHMARK NO. BM462 BRASS DISK ON TOP OF CURB NEAR CATCH BASIN AT SOUTHWEST CORNER OF McCLELLAN & S. STELLING RD. EL: 290.15' SITE BENCHMARK: SURVEY CONTROL SET MAG NAIL ELEVATION=100.00' (ASSUMED DATUM) NOTES: 1. ALL DIMENSIONS ARE GIVEN IN FEET AND DECIMALS THEREOF. 2. THE GROSS AREA OF LAND OF RECORD IS 19,580 SQ. FT. f. 3. THE MAP WAS BASED ON A GRANT DEED DOC.# 12036744 BY FIRST AMERICAN TITLE CO. DATED 08/06/1993, RECORDED IN SANTA CLARA COUNTY. 4. ALL EXISTING BUILDINGS ARE WOOD. 5. FOR PRECISE SPECIES OF TREES A CERTIFIED ARBORIST SHALL BE CONSULTED. 6. THIS DRAWING REPRESENTS A TOPOGRAPHIC SURVEY PREPARED IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYORS ACT. THE PROPERTY LINES SHOWN HEREON ARE COMPILED FROM RECORD DATA AND REPRESENT THE BEST GRAPHICAL FIT BETWEEN RECORD INFORMATION AND THE TOPOGRAPHICAL FEATURES SURVEYED AND SHOULD NOT BE RELIED UPON OR USED FOR ANY OTHER PURPOSES. PURSUANT TO THE CLIENT'S DIRECTION A BOUNDARY SURVEY WAS NOT PERFORMED AT THIS TIME WHICH MAY HAVE DETERMINED THE ACTUAL PROPERTY LINES. SCALE 1"= 10' GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft. O REVISIONS DESIGN DESIGN CITY APPR. BY DATE APPR. DATE CITY OF CUPERTINO