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Approval Set Community Development Department Planning Division — Cupertino CUPERTINQ APPROVED Case # R- 6ZfJW 06, A PLANNING SUBMITTAL FOR : Approval Body: Director/ Staff Approval Date 07/06/22 Signature Jeffrey Tsumura CUPERTINO , CA Case Manager 10 59 0 N N Y RIV PROJECT TEAM INFO: SHEET INDEX: ARCHITECTURAL: A.0 TITLE SHEET Developer Landscape A.2 DEMOLITION PLAN Thomas James Homes HMH Landscape Architecture A.3 SITE PLAN 255 Shoreline Dr Suite 428 1570 Oakland Rd. A.4 LOT COVERAGE CALCULATIONS Redwood City, CA 94065 San Jose, CA 95131 Tel: (408) 402-3024 Tel: 408-487-2200 A.5 FLOOR PLAN 1 Contact: Bill Sowa A.6 FLOOR PLAN 2 �.; Alk Architect bsowa@hmhca.com A.7 PRIVACY PLANTING PLAN Dahlin Group A.8 ROOF PLAN - - 5865 Owens Drive A.9 FLOOR AREA DIAGRAMS r - w Pleasanton, CA 94588 a - _.� ,#- * = - __ - A. 10 FLOOR AREA DIAGRAMS -- Tel: (925) 251-7200 A. 11 ELEVATIONS Contact: Jaime Matheron A. 12 ELEVATIONS _ jaime.matheron@dahlingroup.com A. 13 SECTIONS L'' " = A. 14 PERSPECTIVE VIEW r = A. 15 COLORS AND MATERIALS - ��:T �_; __,• � � CIVIL: a 1 TOPOGRAPHIC & BOUNDARY SURVEY LANDSCAPE: 1-1 . 1 LAYOUT AND MATERIALS 1-1 .2 CONSTRUCTION DETAILS DEVELOPMENT SUMMARY L2.1 PLANTING PLAN L2.2 PLANTING DETAILS LOCATION 10459 BONNY DRIVE L2.3 TREE PROTECTION PLAN ASSESSOR'S PARCEL NUMBER 359-13-016 PARCEL AREA - GROSS 7,503 SQ. FT. LL1 .0 LIGHTING PROJECT LOCATION ZONING DESIGNATION R1-7.5 VICINITY MAP: OCCUPANCY GROUP R-3 CONSTRUCTION TYPE V-B or MAX. FLOOR AREA RATIO 3,376 SQ. FT. PROPOSED FLOOR AREA RATIO 3,375 SQ. FT. ' y r� { • (F.A.R. 44.98% OF PARCEL AREA) _p - - MAX. LOT COVERAGE 7,503 SQ. FT. PROPOSED LOT COVERAGE 2,929 SQ. FT. - - { C MAX. BUILDING HEIGHT 28' PROPOSED BUILDING HEIGHT 25-11" FRONTAGE IMPROVEMENTS 4 _ 3 , REQUIRED SETBACKS PROPOSED SETBACKS ALL EXISTING CRACKED OR DAMAGED FEATURES ALONG THE PROPERTY FRONTAGE • %L I FRONT - STREET (FT) 25' FRONT - STREET (FT) 20'-10" MUST BE REPAIRED IN KIND. ADDITIONALLY, ANY FRONTAGE IMPROVEMENTS WHICH ARE r � �l SIDE - (FT) 5' MIN. SIDE - RIGHT (FT) 10'-111, DAMAGED AS A RESULT OF CONSTRUCTION WILL BE REQUIRED TO BE REPLACED. ALL a = A (15' COMBINED) SIDE - LEFT (FT) 6'-6" FRONTAGE IMPROVEMENT WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION - ice• _ � REAR (FT) 20' REAR (FT) 24'-5" OF THE CITY STANDARD DETAILS. 4.0 - _ ANY ENCROACHMENT PERMIT FROM THE ENGINEERING DIVISION IS REQUIRED PRIOR TO ANY CONSTUCTION ACTIVITIES, INCLUDING UTILITY LATERALS, IN THE PUBLIC RIGHT OF r ur a ' A06 lip - - PARKING REQUIRED: WAY. - 2 TOTAL SPACES (1 MUST BE IN A GARAGE) Af- MIN. GARGE DIMENSIONS: 10'X20' PER SPACE 4 BEDROOMS / 3.5 BATH FLOOR AREA FIRST FLOOR: (LIVING + GARAGE) = 2142 SQ. FT. EXISTING USE: ONE SINGLE FAMILY DETACHED RESIDENCE OF APPROX. 2,145 SF TO BE DEMOLISHED. SECOND FLOOR = 1234 SQ. FT. - _ FIRST FLOOR 1678 SQ. FT � PROPOSED USE: ONE NEW SINGLE FAMILY DETACHED RESIDENCE OF 3,375 SF. _ o 0 ,- SECOND FLOOR 1234 SQ. FT 1234/2142 - 57.6/o (>66/o MAX.) CODES AND REGULATIONS GOVERNING THE PROJECT. CURRENT 2019 CALIFORNIA CODES TOTAL LIVING 2912 SQ. FT f 1 �� �� _ � - AC NOTE: AC UNITS AND LOCATIONS ARE NOT APPROVED AS PART OF THIS PERMIT AS PART OF THIS • = ILI PERMIT WILL BE EVALUATED FOR COMPLIANCE WITH THE COMMUNITY NOISE ORDINACE DURING BUILDING GARAGE 464 SQ. FT - 1 • PERMIT REVIEW. FAR: (LIVING GARAGE) 3376 SQ. FT r MAX FAR: 2% 6SFfTT T r � THOMASJAMES HOMES • ` _ ! STANDARD S.F. 2912 SQ. FT r• r (LIVING+?) NOT TO SCALE TITLE SHEET --? AJ' DATE 04-25-2022 JOB NO. 1641.017 DAHLIN5865 Owens Drive Pleasanton, CA 94588 AO 10459 BONNY DRIVE, CUPERTINO THOMAS JAMES HOMES t 925-251-7200 • Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2022-006, A Approval Body: Director/ Staff Approval Date 07/06/22 Signature Jeffrey Tsumura Case Manager I FIRST FLOOR AREA PORCH A 214 SQ. FT P1 87 SQ. FT I B 127 SQ. FT P2 20 SQ. FT I C 499 SQ. FT TOTAL 108 SQ. FT D 192 SQ. FT E 72 SQ. FT OUTDOOR LIVING SPACE F 294 SQ. FT OLS 1 83 SQ. FT I I G 86 SQ. FT OLS 2 384 SQ. FT H 102 SQ. FT TOTAL 467 SQ. FT 92 SQ. FT TOTAL 1678 SQ. FT ROOF OVERHANG - 1ST FLR R1 15 SQ. FT GARAGE R2 10 SQ. FT \ / G1 163 SQ. FT R3 7 SQ. FT R4 29 SQ. FT G2 274 SQ. FT \ / 15'-10"/x\19--1" \ / \ / \ R5 7 SQ. FT G3 27 SQ. FT. \ \\ \\e 464 SQ. FT R6 15 SQ. FT TOTAL 11'-9" -5" / I \\I - - - - � — _/ _24'-11"- - _ — R7 48SQ. FT I I I R8 23 SQ. FT _ _ °°° SECOND FLOOR AREA \ I I — �'— R9 8 SQ. FT A 492 SQ. FT TOTAL 161 SQ. FT B 301 SQ. FT F"II C 292 SQ. FT LOT COVERAGE D 56 SQ. FT -10 \ E 92 SQ. FT. FIRST FLOOR 1678 SQ. FT / \ GARAGE 464 SQ. FT TOTAL 1234 SQ. FT PORCH 108 SQ. FT L - - - - - - - � / I OUTDOOR LIVING467SQ. FT - - J FLOOR AREA LIMIT C PACE — — / /1 �1_1x"�9\ \ STAIR 39 SQ. FT FIRST FLOOR 1678 SQ. FT \ ` ROOF OVERHANG 161 SQ. FT SECOND FLOOR 1234 SQ. FT TOTAL 2916 SQ. FT GARAGE 464 SQ. FT I I I I TOTAL 3376 SQ. FT I I I I I I I I — — — — — — — — — — — — — — — — — — — — — — — -J MAX. F.A.L. 3376 SQ. FT. SECOND FLOOR FAR L — FIRST FLOOR: (LIVING + GARAGE) = 2142 SQ. FT. SECOND FLOOR = 1234 SQ. FT. 1234/2142 = 57.6% (>66% MAX.) 2912 SQ. FT. 0 4 8 16 FLOOR AREA DIAGRAMS - DATE 04-25-2022 JOB NO. 1641.017 NORTH Ti i DAHLIN5865 Owens Drive Pleasanton, CA 94588 10459 BONNY DRIVE, CUPERTINO THOMAS JAMES HOMES I t 925-251-7200 A010 Community Development Department Planning Division — Cupertino -CUPERTINO APPROVED Case# R-2022-006, A 000 ApprRQQ F &Wr ER4AL A r I D �g 07/06/22 5 ppa AlV l�VTJCAlvl I �♦ g y Case Manager ACCENT COLOR �� _ T.O.P. ROOF TRIM r ACCENT MATERIAL CEDAR SIDING �.0 - �O %001 ♦ - BODY COLOR s-� F ��I ♦ o SMOOTH STUCCO ♦ - o 0 0 j• ACCENT COLOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -��- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' - - - - - - - - - - - - - - - - - - - - - - - -`Y' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �`- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O.S.F. �n METALPORCH ELEMENTS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.- - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - + 250 250 ACCENT MATERIAL `o N STONE - ' CD ACCENT COLOR r_ x FRONT DOOR o r 4r o co - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AVE. NATURAL GRADE AT LEFT AVE. NATURAL GRADE AT RIGHT PROPERTY LINE _ +/- 102.21 PROPERTY LINE _ +/- 102.41 10'-11 " TO 6'-6" TO PROPERTY PROPERTY LINE „ - „ LINE EAST ELEVATION 1 /4 - 1 ,-0 ROOF MATERIAL r STANDING SEAM ♦ - ♦ ACCENT COLOR •♦ ♦ � T.O.P. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ROOFTRIM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O�0F1 v o CD CD co co T.O.S.F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =- - - - - - - - - - - - - - - - - - = , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BODY COLOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O.P. \' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + SMOOTH STUCCO 25da 250 - h. ti�xh. 7� 1 N r r � O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4 O ' I , CD p I M FFE _ +/- 103.3 AVE. NATURAL GRADE AT RIGHT AVE. NATURAL GRADE AT LEFT PROPERTY LINE _ +/- 102.41 PROPERTY LINE _ +/- 102.21 6'-6" TO 10'-11 " TO WINDOWS PROPERTY PROPERTY MARVIN ESSENTIAL ALL ULTREX LINE WESTELEVATION 1 /4" _ ' " LINE FIBERGLASS WINDOWS TYP.1 -0 NO GRIDS OR SPACE BARS 0 4 8 16 ELEVATIONS 0 A S J4 DATE 04-25-2022 ' JOB NO. 1641.017 DAHLIN 5865 Owens Drive Pleasanton, CA 94588A10459 BONNY DRIVE, CUPERTINO THOMAS JAMES HOMES 0 t 925-251-7200 • Community Development Department Planning Division — Cupertino -CUPERTINO APPROVED Case# R-2022-006, A Approval Body: Director/ Staff Approva I Date 07/06/22 Signature Jeffrey Tsumura caseRag OF MATERIAL STANDING SEAM ACCENT COLOR T.O.P. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ROOF TRIM CD 0 CD I , co co �I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O.S.F. LO BODYCOLOR - �- - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O.P. + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SMOOTH STUCCO + ACCENT MATERIAL CV STONE r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - ' O O ACCENT COLOR DOORS 0 1 FFE _ +/- 103.3 i cY) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i AVE. NATURAL GRADE AT RIGHT PROPERTY LINE _ +/- 102.41 NORTH ELEVATION 1 /4 P- ROOF MATERIAL STANDING SEAM ACCENT COLOR T.O.P. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ROOFTRIM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ACCENT MATERIAL CEDAR SIDING :z I I - - - - - - - - - - - - - - - - - - - - - - . �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O.S.F. io - - - MEM BODY COLOR - - - - - - - - - -- - - s _ _— - - - T.O.P `N SMOOTH STUCCO ACCENT MATERIAL STONE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , ' i o O O t r� c0 - FFE - +/- 103.3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AVE. NATURAL GRADE AT LEFT PROPERTY LINE _ +/- 102.21 WINDOWS SOUTH ELEVATION 1 /4 MARVIN ESSENTIAL ALL ULTREX FIBERGLASS WINDOWS TYR - NO GRIDS OR SPACE BARS 0 4 8 16 ELEVATIONS O�A J' S J4 DATE 04-25-2022 JOB NO. 1641.017 DAHLIN5865 Owens Drive Pleasanton, CA 94588 10459 BONNY DRIVE, CUPERTINO THOMAS JAMES HOMES L 925-251-7200 • Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2022-006, A Approval Body: Director/ Staff Approval Date 07/06/22 () _ Signature Jeffrey Tsumura r-- F— Case Manager W Q = T.O.P. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 f - - - - - - - - - - - - - - - - - - - - - - -7r - - - - - - - - - - - - - - - 0� Q� POCKET W. I.C. OFFICE/ HALL BATH 2 LAUNDRY STORAGE a, - Q ' T.O.S.F. LO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O.P. cO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + 250 250 *f� co _ _ _ _ _ _ _ _ _ _ _ _ PANTRY POWDER REATROOM DROP 2-CAR GARAGE _ _ _ _ _ _ r ON E C:) I J FFE _ +/- 103.3 AVE. NATURAL GRADE AT LEFT EL - - - - - - PROPERTY LINE _ +/- 102.21 AVE. NATURAL GRADE AT RIGHT PROPERTY LINE _ +/- 102.41 SECTION - A 1 /4)I = 1 '-0" 0z ov = _._ (D ;tQw = T.O.P. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BATH 2 LAUNDRY BEDROOM 2 T.O.S.F. LO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O.P. cv - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - co N 2-CA R GAR GE PLAY/FLEX ROOM GUEST BEDROOM ' o FFE _ +/- 103.3 - - - - - - - - - - - - - - - - - AVE. NATURAL GRADE AT LEFT SECTION — B 1 /4 5) — 1 )-0„ PROPERTY LINE _ +/- 102.21 0 4 8 16 SECTIONS -J4 A), DATE 04-25-2022 JOB NO. 1641.017 i DAHLIN5865 Owens Drive Pleasanton, CA 94588 10459 BONNY DRIVE, CUPERTINO THOMAS JAMES HOMES I t 925-251-7200 A013 Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2022-006, A Approval Body: Director/ Staff Approval Date 07/06/22 Signature Jeffrey Tsumura Case Manager PF wJ — - , - - A I ,t — � I 16 0 i—r .y d r 5 — r# -i _ MF T• I ' _ - - - 0le' I - - 4 ti A - - ,, 1 lip � I IL ALL We I _ r fti • �� ���`'� +-�`��iti.�� ;,, - - —s ', y _ - � — _ } Fhb I � 1� I PERSPECTIVEVIEW � •� � S -= 4A� DATE 04-25-2022 r/ � �� JOB NO. 1641.017 II '� I DAHLIN5865 Owens Drive Pleasanton, CA 94588 Am14 � 10459 BONNY DRIVE, CUPERTINO THOMAS JAMES HOMES � � �� 925-251-7200 Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2022-006, A Approval Body: Director/Staff Approva I Date 07/06/22 Signature Jeffrey Tsumura Case Manager PRODUCT DESCRIPTION FINISHES OPTION _ Indirect exterior lighting not only provides illumination where you want it but also highlights the building structure for a beautiful architectural effect. Our collection of up and down lighting fixtures are available in both Architectural ■_Architectural Bronze Bronze and Brushed Aluminum. They are also available in both Incandescent and LED. The fixtures are sealed with screw lenses that are water tight and allows, for the use of standard light bulbs. LA Brushed Aluminum ■ - MEASUREMENTS MATERIAL 25 DIMENSION 5" W x 9.25" H x 7.75" Ext 9 25p Aluminum �5.5 BACK PLATE 4.5" W x 5.5" H x 5.25" HCO 1. . J HANGING WEIGHT 3.99 lb 4•54 LAMPING RATINGS 5" INPUT VOLTAGE : 120V cETLus I ;, BULB 1 x 75W Incandescent E26 Medium , 75W Total Wet Location BODY COLOR 1 ACCENT MATERIAL ACCENT MATERIAL 7.75 DARKSKY BULB INCLUDED : (Not Included) SMOOTH STUCCO CEDAR SIDING STONE hrip►a Irtio�e,�vlc.#,Lro d,.ecpd dKi�.r 0 DIMMABLE : Yes 7 ADDITIONAL INSTALL UP/DOWN: All OPERATING TEMPERATURE: -20°C (-4°F), 40°C (104°F) EXTERIOR LIGHTING ACCENT COLOR ACCENT COLOR ROOF MATERIAL FRONT DOOR ROOF TRIM/METAL PORCH ELEMENTS/ STANDING SEAM METAL DOORS EXTERIOR LIGHTING PROGRESS LIGHTING - — - — _ Outdoor Up/Down Wall Cylinder — Model # P5675-31 ADDRESS SIGN -- _ _ - -- - Black *APPLICANT/PROPERTY OWNER SHALL INCLUDE A FULL GARAGE DOOR - OUTDOOR LIGHTING PACKAGE TO BE REVIEWED AND — — —_ - - — CLOPAY MODERN STEEL GL-SOL-SOL-SOL APPROVED BY THE PLANNING Frosted Glass — DIVISION PRIOR TO ISSUANCE 4 OF BUILDING PERMITS, FOR PROPOSED OUTDOOR LIGHTING TO COMPLY WITH THE DEVELOPMENT STANDARDS OF CUPERTINO MUNICIPAL CODE SECTION 19. 102.040 OUTDOOR LIGHTING REQUIREMENTS. COLORS & MATERIALS 0 L S J 4 DATE 04-25-2022 ` JOB NO. 1641.017 DAHLIN5865 Owens Drive Pleasanton, CA 94588A15 10459 BONNY DRIVE, CUPERTINO THOMAS JAMES HOMES t 925-251-7200 • Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2022-006, A Approval Body: Director/ Staff Approval Date 07/06/22 Signature Jeffrey Tsumura Case Manager 13 12 14 15 16 I 17 I I I 8 I I I I EXISTING RESIDENCE 6 EXISTING I I 18 RESIDENCE DEMO EXISTING RESIDENCE I I I I I I I I I I I I 5 i I I I I I - - - - - - 2 1 O 4 BONNY DRIVE TREE PROTECTION WILL BE PROVIDED FOR TREES TO REMAIN ON SITE. SEE LANDSCAPE SHEET L2.3 0 4 8 16 DEMOLITION PLAN - DATE 04-25-2022 JOB NO. 1641.017 NORTH I DAHLIN5865 Owens Drive Pleasanton, CA 94588 10459 BONNY DRIVE, CUPERTINO THOMAS JAMES HOMES I t A02 925-251-7200 Community Development Department Planning Division — Cupertino CUPERTINO APPROVED ---------------------------------------------- --- --------------------------------------- Case # R-2022-006, 11 13 AKIV6ZWW,1tQW12 Approval Body: Director/ Staff o a Q + Y Y 15 A rova I Date 07/06/22 10 LL w Q m 14 p P + ° U) m Signature Jeffrey Tsumura O N Y Y -- , o I- + _ - -- g y � � � > 16 SEE LANDSCAPE SHEET L1 .1 Case Manager O W ° Z ° o FOR TYP. FENCE HEIGHT Q Y � ° W Il N U Z ° rn O w @}' m U) q CD > Y W O d of C\J O (� W - -- 0 Q O O d O - - - N � O I W d cM -- --- o L? MIN. SETBACK @ 1ST FLOORC'A + N (D c' I ------------ i I I O -----------I . SETBACK @ 2ND FLOOR ---- -------------------- , ----------- - -------- I I I 7 1 PR USED SETBACK I OUTDOOR LIVING SPACE 2 D FL �' 103.0 l l I I I I I II O 8 i '-0" MIN. SETBAC�@ 2ND F ._ji 15 r - 1 O U) IO NO DESIGN;RlEVIE I i i - -- REQUII1EID � - - -- ----------------- ----------------- F I l u_ I 11 1 \ l l Y� i I I Z I 11 I i I I ELE )DF ------- Q I �'ml� TE�tw m 1 - ;1--------- EXISTING Z l 18 RESIDENCE 10459 BONNY DR. 'I l I 6 FFE=103.3 KSEE CIVIL SHEET GP-1RESIDENCE 1 '-0" MIN. SETBACK 2 FOR MORE INFORMATIONEXISTING 'a�? I�� I i l �ch 103 .0 NO DESIGN REYI�W i1 I 3•0REQUIREDI II Ij I T- O -- '-11"@ RO I c ---------1 m ILL — ------- �+--- I l z H 9'-5"@ AC I I I 102.8 GARAGE 5'-6" I _ ! _____, 1-1--ROOF--- 10'-11 TREE PROTECTION LEGEND " ROROSEP i IVERHAN SETBACK �sT I ------ ----- -- —+-- -- — — — — Keynote Tag# Protected Offsite Common Name Botanical Name DBH(inches) Status Note ' -— -'---- ----- 1 1 15'-7 1/2' E 1 1 N Y Lagerstroemia indica Crape Myrtle 6 Remov Root zoneldrip line occurs outside construction limits 5 j l I PORCH I l SETBACK PROP I i 103.0 ' I � �-- ------ i D FL. 2 2 N Y Lagerstroemia indica Crape Myrtle 6 Retain and Prot t Root zone/drip line occurs outside construction limits �_ 3 3 N N Lagerstroemia indica Crape Myrtle 4 Retain and Protect 6 PROP SED ---- o ----- --- -- _________- I 4 4 N Y Citrus sp. Unknown Citrus Species 4 Retain and ProteSETBACK @ 2ND FLOORI l TI BACK @ ST FL. IO1 5 5 N N Juniperus chinensis Chinese Juniper 14,13,8 Re- _ _ 1,5'-0" 6 6 N N Primus Cherry Laurel 4 Remove 7'-6" MIN. I l ---- ---_---- --, ------ -- - _ _ - - y SETBACK----------� ----- --_--O ------_�- ---------------------_ _ __I_ __i__�SETE3ACK 7 7 N N Prunus dulcis Almond Tree 10 Remove O MIN. SETBACK 1ST FLOOR Z Y - (C ION O DOWN TO 5' (CAN GO DOWN TO 5' Z Il Q SIDE 15' MIN 8 8 N N Prunus caroliniana Cherry Laurel 5 Remove ON ONE SIDE: - 15' MIN = Q Z Y Q COMBINED REQUIRED) 9 9 N N Prunus caroliniana Cherry Laurel 7 Remove COMBINED REQUIRED) w - Q c., Q > m > Y @} co O w 10 10 N N Citrus sp. Unknown Citrus Species 4,2 Remove LL Q U) Y w W 11 11 N N Prunus dulcis Almond Tree 8 Remove m U r0 O 0 Ow w m ° 0 cWn 12 12 N N Prunus armeniaca Apricot Tree 3 Remove w @} z a C O @ 0- 13 13 N N Callistemon citrinus Bottlebrush 4,4,4 Remove — ------- Y O d U _ � z_ Q O U a 14 14 N N Callistemon citrinus Bottlebrush 3,5,5,3 Remove Q a `� �a m 15 15 N N Prunus armeniaca Apricot Tree 4 Remove o 0 0 3 ~ 1 N `� _ N _ 16 16 N N Prunus dulcis Almond Tree 7 Re ve W o -- o N N Z 17 17 N N Feijoa sellowiana Pineapple Guava 3,3,3,3,3,3,3,4,4,5 Remove i� N 18 18 N N Prunus armeniaca Apricot Tree 7,7,5 e 2 11 O 4 4 BEDROOMS / 3.5 BATH FLOOR AREA FIRST FLOOR 1678 SQ. FT SECOND FLOOR 1234 SQ. FT BONNY DRIVE TOTAL LIVING 2912 SQ. FT GARAGE 464 SQ. FT FAR: (LIVING GARAGE) 3376 SQ. FT MAX FAR: 3376 SQ. FT THOMAS JAMES HOMES STANDARD S.F. 2912 SQ. FT _ I (LIVING+?) l� a FIRST FLOOR: (LIVING + GARAGE) = 2142 SQ. FT.. 10479 10459 10439 SECOND FLOOR = 1234 SQ. FT. BONNY DRIVE 1234/2142 = 57.6% (>66% MAX.) 16 32 SITE PLAN _J4 A7 DATE 04-25-2022 JOB NO. 1641.017 NORTH I DANIAN T. 5865 Owens Drive Pleasanton, CA 94588 A3 10459 BONNY DRIVE, CUPERTINO THOMAS JAMES HOMES t 925-251-7200 • Community Development Department 79'-5" Planning Division — Cupertino CUPERTINQ APPROVED LOT COVERAGE Case # R-2022-006, ------------------------------------- A Approval Body: Director/ Staff PARCEL AREA: 7503 SQ. FT. Approval Date 07/06/22 + + 45% MAX. ALLOWABLE COVERAGE Signature Jeffrey Tsumura Case Manager 7503 SQ. FT. x .45 = 3376 SQ. FT. MAX. PROPOSED COVERAGE: 2929 SQ. FT. (39%) MIN. SETBACK @ 1ST FLOOR + C— FIRST FLOOR AREA - --� I I A 214 SQ. FT I -t ------------MIN. SETBACK @ 2ND FLOOR ------ - 'R6 -___ - B 127 SQ. FT +r-------- --------------------- -----I\ � I C 499 SQ. FT OLS 2����/ D 192 SQ. FT 36-0"132-5" 1 I E 72 SQ. FT O R5 LL ------ OLS 1 ------ F 294 SQ. FT. I 3'_6' o I -----------_ -�x -------------------- G 86 SQ. FT p l ✓ Y Z 1126 H 102 SQ. FT III I 92 II T m ✓ v ,-�� EXISTING I FT z v - CO °; cwn \ ,, p \ u o RESIDENCE TOTAL 1678 SQ. FT da � � I EXISTING ° 2 ' I RESIDENCE a GARAGE m 0 W O G 1 163 SQ. FT II 1 cn J LL -----\ ----- ---- — 1A 0 6'1" 13'-4" 6'-11" 13' 20'-7" z II ; � G2 74 SQ. FT I Ili J\F/ G3 27SQ. FT22�9"------- -- P2 ------\ TOTAL 464 SQ. FT I PORCH G1 1�9 21f1'ixG�g � I Q. J I P1 87 S FT �TMIIN-SETBACK 2ND FLOOR - AIP/ \ _____� P2 20 SQ. FT ` - ------ �6 ---- 23'0" x P-0" — —————————— --------�-____ - ------ -------------------- ------� TOTAL 108 SQ. FT 1a'-1r'x r-0' ------------------------ MIN. SETBACK @ 1ST FLOOR OUTDOOR LIVING SPACE OLS 1 83 SQ. FT OLS 2 384 SQ. FT TOTAL 467 SQ. FT I I ROOF OVERHANG - 1ST FLR 79'-511 R1 15 SQ. FT R2 10 SQ. FT R3 7 SQ. FT R4 29 SQ. FT R5 7 SQ. FT R6 15 SQ. FT A� —T R7 48 SQ. FT I � I I I I I FRONT SETBACK R8 23 SQ. FT MAX. IMPERVIOUS SURFACE l SETBACK@ 1ST FLOOR p i 0 IMPERVIOUS SURFACE R9 8 SQ. FT ----- ---------------------------- - C1 7 SQ. FT TOTAL 161 SQ. FT 67 FRONT SETBACK AREA: 1588 SQ. FT. C2 400 SQ. FT 40% MAX. IMPERVIOUS SURFACE ALLOWED ----- ----- , � C3 79 SQ. FT LOT COVE RAGE 1588 SQ. FT. x .4 = 635.20 SQ. FT. MAX. o �,� �' C4 9SQ. FT,39.86% 1678s . FT PROPOSED: 633 SQ. FT. ! ' I ! FIRST FLOOR Q ( ) C5 52 SQ. FT GARAGE 464 SQ. FT C6 66 SQ. FT. PORCH 108 SQ. FT C7 21 SQ. FT OUTDOOR LIVING 467 SQ. FT TOTAL 633 SQ. FT PACE STAIR 39 SQ. FT ROOF OVERHANG 161 SQ. FT TOTAL 2916 SQ. FT c Ill IIS 32 LOT COVERAGE CALCULATIONS - A), DATE 04-25-2022 iP JOB NO. 1641.017 NORTH DAHLIN5865 Owens Drive Pleasanton, CA 94588 10459 BONNY DRIVE, CUPERTINO THOMAS JAMES HOMES L A04 925-251-7200 Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2022-006, A Approval Body: Director/Staff Approval Date 07/06/22 m Signature Jeffrey Tsumura Case Manager 62'-0" 11'-3"' 36'-10" 1 13'-11" 1 1 I I 3050 1 3050 LO I o 1 O co o 1 I I 1 - I 1 � I 0 1 GUES BEDROOM OUTDOOR LIVING SPACE 1 '-1" CLG 10'-1"CLG I 2640 2640 2640 I F-1 0 0 N LICLG . - - F7 T O o N KITCHENI _ _ � BATH 3 1 10'-1°CLG PLAY/FLEX ROOM ° 10'-1"CLG I 10'-1" CLG Y No 1 r a L411 I 1 O I 1 L ° —� I � — WH c0 I — STORAGE j BOOKS/TOYS GREAT ROOM COATS o I 10'-1"CLG N I I I II I \ / - - - - - - - - - - - - - - - - 1 r-7 11J------- I i I I I i i i I 1 • i i _ _ _ _ A rn UP I [I I A.13 PANTRY POWDER _L_i_� ___iD p ZONE 1 10'-1" CL 1 2-CAR GARAGE 10'-1" CLG ABV. T.O.S.1@ 1 ST FLR — — 3030 O/3050 3030 O/3050 3030 O/3050 1 4 BEDROOMS / 3.5 BATH o - - - - - - - - - - - - - - - - - - - - - N I 2650 FLOOR AREA I 1 1 PORCH I — FIRST FLOOR 1678 SQ. FT I I OFFICE 9'-4" CLG I SECOND FLOOR 1234 SQ. FT AC 1o'-1"CLG TOTAL LIVING 2912 SQ. FT 0 I I 0 . 16080 SECTIONPL GARAGE DOOR GARAGE 464 SQ. FT 2050 4050 FAR: (LIVING+GARAGE) 3376 SQ. FT 6'-0" 12'-11" 6-5 1/2" 9'-2" 6-5 1/2" 21'-0" MAX FAR: 3376 SQ. FT THOMAS JAMES HOMES 62'-0" STANDARD S.F. 2912 SQ. FT (LIVING+?) FIRST FLOOR: (LIVING + GARAGE) = 2142 SQ. FT. SECOND FLOOR = 1234 SQ. FT. 1234/2142 = 57.6% (>66% MAX.) 0 4 8 16 FLOOR PLAN 1 OA, DATE 04-25-2022 ' JOB NO. 1641.017 NORTH DANECU T. 5865 Owens Drive Pleasanton, CA 94588A5 10459 BONNY DRIVE, CUPERTINO THOMAS JAMES HOMES t 925-251-7200 • Community Development Department Planning Division — Cupertino CUPERTINQ APPROVED Case # R-2022-006, A Approval Body: Director/ Staff Approva I Date 07/06/22 Signature Jeffrey Tsumura Case Manager 4 - 36'-61 " I I I I I I I I I N I N K 1 N - N I I I I — — — — — — — — — — — — I I I 3050 1 050 3050 3050 3050 SEE SHEET A.7 FOR PRIVACY PLANTING PLAN - I N � I BEDROOM EEDROOM 2 0 1 3'-6°X7PRI ARY BATH O 9'-1" CLG 9'-1" CLG 9'-1" CLG 1 - I O N PRIMARY SUITE 9 1 CLG O ire o N I II I r - - - - - � N I I I N 4 BEDROOMS / 3.5 BATH I I I 1 W.I.C. _ _ _ _ _ LA DRY o FLOOR AREA 9'-1" CLG DN -1"CLG co 1 r OPEN TO BELOW a FIRST FLOOR 1678 SQ. FT ------ ------ POCKET OFFICE/ I SECOND FLOOR 1234 SQ. FT STORAGE i I A 1 9'-1"cLG ; o A.13 TOTAL LIVING 2912 SQ. FT L O OPEN TO BELOW I I I 3030 3030 3030 3050 3050 GARAGE 464 SQ. FT 5020 2050 10/3050 0/3050 0/3050 1 I I o BATH 2 1 N — 0 - - - - - - - 9'-1" CLG co N I 1 FAR: (LIVING GARAGE) 3376 SQ. FT I 1 I 1 2050 MAX FAR: 3376 SQ. FT 1 1 I I I THOMAS JAMES HOMES STANDARD S.F. 2912 SQ. FT (LIVING+?) 1 1 I I I 1 1 L I 1 _ - �_ CID Q FIRST FLOOR: (LIVING + GARAGE) = 2142 SQ. FT.. 19'-4 1/2" 15'-7 1/2" 11'-101/2" SECOND FLOOR = 1234 SQ. FT. 46'-101/2" 1234/2142 = 57.6% (>66% MAX.) lo 0 4 8 16 FLOOR PLAN 2 1A S -J4 A), DATE 04-25-2022 r JOB NO. 1641.017 NORTH i � DANIANT. 5865 Owens Drive Pleasanton, CA 94588 A6 10459 BONNY DRIVE, CUPERTINO THOMAS JAMES HOMES t 925-251-7200 0 Community Development Department Planning Division — Cupertino CUPLRTINO APPROVED Case # R-2022-006, A Approval Body: Director/ Staff Approval Date 07/06/22 Signature Jeffrey Tsumura Case Manager �I AN ---- -------� I I I I \ I I I I I I I I I I I I I I I I I I I I li I I I I I I I I I I I li I I I I I i-- - I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I i I I I I I I I D I I I - ❑ I I I I I I I I I I I \ -------� I I I ! I I I I I I I I I I I I I I I I I I I I I I L- ----------- -------.------------O ------- J I I I I L J I L---------------------------------- -------- -- --------------------- ----� 00 I LINE OF SIGHT AT WINDOW BONNY DRIVE JAMBS FROM 30 DEGREE ANGLE PRIVACY PLANTING REQUIREMENTS PER CMC SECTION 19.28. 120 0 4 8 16 PRIVACY PLANTING PLAN - A), DATE 04-25-2022 r JOB NO. 1641.017 NORTH I DAHLIN5865 Owens Drive Pleasanton, CA 94588 A7 10459 BONNY DRIVE, CUPERTINO THOMAS JAMES HOMES t 925-251-7200 • Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2022-006, A Approval Body: Director/ Staff Approval Date 07/06/22 Signature Jeffrey Tsumura Case Manager w N O . . J N U 1 — — — — — — — — — — — — - - - - - - -7-T I I I I I I I I I I I I I I I I I I I I I 1 I I I I 1 I I 1 w N I 1 1 p 1 U) I 1 I SLOPE 1 I 4 : 12 SLOPE I 1 I 4 : 12 I I I I Cn I O I I I I I O SLOPE SLOPE 4 : 12 4 : 12 O - - — — — — — � - - - - - - - - - - - - - - - - - SLOPE SLOPE - - - - - - .: I I - 4 : 12 4 : 12 I l a I O I Cl) I I SLOPE SLOPE 4 : 12 I 4 : 12 I I I SLOPE SLOPE I I I I I 4 : 12 4 : 12 I M I I I - - — — — — — — — — T - - - - - - - - - - 1'-0" EAVE TYP. 1'-0" RAKE TYP. u1 N 0- O J N POTENTIAL SOLAR ZONE 0 4 8 16 ROOF PLAN - DATE 04-25-2022 JOB NO. 1641.017 NORTH I DAHLIN5865 Owens Drive Pleasanton, CA 94588 10459 BONNY DRIVE, CUPERTINO THOMAS JAMES HOMES I t A08 925-251-7200 Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2022-006, A Approval Body: Director/ Staff Approval Date 07/06/22 Signature Jeffrey Tsumura Case Manager _ R6 _ \ - - - - - - - - - �- FIRST FLOOR AREA PORCH A 214SQ. FT P1 87SQ. FT B 1275 . FT. P2 20SQ. FT 1 I Q \ OLS2� � � \ / 36O�x�10;5" 11 C 499 SQ. FT TOTAL 108 SQ. FT D 192 SQ. FT E 72 SQ. FT OUTDOOR LIVING SPACE R5 F 294 SQ. FT OLS 1 83 SQ. FT OLS 2 384 SQ. FT - - - _ _ oLs1 - - - - - - - - - - - - - - - 11 I \'f / I I G 86SQ. FT II j \\ / - - - - - - - - - - - - - - - - - =36' " X z- = - - - - - - - - - - - - - - - - - 11 3 6 I I H 102 S . FT TOTAL 467SQ. FT ' 10" 26' " i / \ I I I 92 SQ. FT / \ TOTAL 1678 SQ. FT ROOF OVERHANG - ZST FLR R1 15 SQ. FT I I I j 1 / \\ I I GARAGE R2 10 SQ. FT I \6 C I // \\ I I G1 163 S FT, R3 7 SQ. FT / I \ 36�'x 9�-9" I 1 \ I I Q G2 274 SQ. FT R4 29 SQ. FT G3 27 SQ. FT R5 7 SQ. FT 17 R6 15 SQ. FT I TOTAL 464 SQ. FT 2 '-1"� I \ 1 I G3 wH R7 48 SQ. FT II II R8 23 SQ. FT ►I � I I \ \ II SECOND FLOOR AREA R9 8 SQ. FT A 492 SQ. FT. TOTAL 161 SQ. FT B 301 SQ. FT C 292 SQ. FT LOT COVERAGE 9'-2" /x\11'-2" _ \ D 56 SQ. FT I I 6'-0" 12'-0" \ / \c3 i i 1 � `G2'� I I FIRST FLOOR 1678 SQ. FT _ 6'-6" /,y 13'-4" \ i " 13'-4" 20'-7" 131-4" I I E 92 SQ. FT I\` I I S GARAGE 464 SQ. FT I I / , i , i \ \ TOTAL 1234 Q. FT PORCH 108 SQ. FT \F/ / \ / / I \ \ I I OUTDOOR LIVIN 467 SQ. FT - - - - - - - - - - - - - - � � , , `P2, , , - - - - - - -\\ I FLOOR AREA LIMIT C PACE X �' I \ I I STAIR 39 SQ. FT I r — — — — — — — FIRST FLOOR 1678 SQ. FT I I I I I I ROOF OVERHANG 161 SQ. FT SECOND FLOOR 1234 SQ. FT I I — — — — — — I I TOTAL 2916 SQ. FT GARAGE 464 SQ. FT I � � G1 ' � I I I TOTAL 3376 SQ. FT / \ 49 1 21�'�x 7�9" / \ 1'-0" 7-9" 11.0 A$, El I / \ \ STAIFj, � � I I � I MAX. F.A.L. 3376 SQ. FT I / \ SECOND FLOOR FAR 23'-0" x 1'-0" FIRST FLOOR: (LIVING + GARAGE) = 2142 SQ. FT. 14'-11" x 1'-0" SECOND FLOOR = 1234 SQ. FT. 1234/2142 = 57.6% (>66% MAX.) 2912 SQ. FT. IIIIIIIIIIIIIIIIP 0 4 8 16 FLOOR 1 - FLOOR AREA DIAGRAMS - DATE 04-25-2022 JOB NO. 1641.017 NORTH i i DAHLIN5865 Owens Drive Pleasanton, CA 94588 10459 BONNY DRIVE, CUPERTINO THOMAS JAMES HOMES t A09 925-251-7200 Community Development Department � p,S Jq Planning Division — Cupertino GENERAL NOTES 0 �i�� CVPErITIhO APPROVED 1. DRAWINGS Case# R- APPROVED The drawings are for information only. The Contractor shall check and verify all dimensions, A and existing conditions including structures, surface and subsurface utilities, pavements, Approval Body: Director/ Staff and landscaping at site prior to commencement of the work. An discrepancies in drawings Approval Date 07/06/22 S5 6' HIGH WOOD FENCE WITH MATERIALS CALLOUT LEGEND p g p y p g PUBLIC UTILITY EASEMENT KICKERBOARO, SEE CIVIL shall be brought to the attention of the Owners Representative and Landscape Architect. y 0 M 6 S Case Manager S1 Signature Jeffrey Tsumu EXPANSION JOINT(NO DOWEL) No work shall proceed until a resolution has been agreed upon to the satisfaction of the L11Z VEHICULAR CONCRETE PAVEMENT Owner's Representative. 13 STANDARD GRAY CONCRETE WITH ACID ETCH FINISH 11 - TOP CAST#05 SURFACE RETARDANT MANUFACTURED BY GRACE PRODUCTS. 2 SITE ACCEPTANCE �PNDSCgp�, OVERHEAD POWER LINES o P.A. 14 15 .TOOLED SCORE JOINTS AS SHOWN ON PLANS. 12 q 30' 2" " 13' 0" 15 EQ.) 6" 3' 6'" 16 The Contractor shall review the project site to verify that conditions are suitable to receive o S2 CONCRETE PAVEMENT work and that no defects or errors are present which would cause defective installation of Q 10 k8- 5'•3" 5'•3' L1.2 M 1 1 1 I X< STANDARD GRAY CONCRETE WITH ACID ETCH FINISH products or cause latent defects in workmanship and function. Any discrepancies shall be Lo ---- - ---- ----- --- ----- _ ---- S4 --- - c' - - —+— --�—+— S5 TOP CAST#05 SURFACE RETARDANT MANUFACTURED BY GRACE PRODUCTS. brought to the attention of the Owner's Representative in writing. Commencement of work o ----------- 1--- ---$---f--- --- - -- 4r'0rr ---- ---- TOOLED SCORE JOINTS AS SHOWN ON PLANS. s k� o�� M o r—rt— constitutes the Contractors acceptance of the site conditions. NQ� TURF LAWN AREA E0 I S2 I ``' 3 �_ S3 L1 z CONCRETE STAIRISTEP 3. CODES AND ORDINANCES 1 136 Hearst Avenue, Unit A / STANDARD GRAY CONCRETE WITH ACID ETCH FINISH Berkeley, CA 94702 C=? S7 / 8'-9" 5'.3" L7' 0" TOP CAST#01 SURFACE RETARDANT MANUFACTURED BY GRACE PRODUCTS. All work and materials shall be in full accordance with all applicable federal, state, and local 2'3"+1- // P.O.B. _ - laws or codes and the applicable requirements of all regulatory agencies. abich/andarch@gmai/.com I'll (REAR LAYOUT) I I 0 4 (510) 905-7444 1 -9 Q, S4 L1 2 STEEL HEADER P A 4. UTILITIES C, s4 I 1 I I M 1 I S2 I -- Contact Common Ground Alliance (C.G.A.) at 811, at least two working days in advance of Project Title: — s5 5 6' o" HIGH WOOD FENCE work (per CA GOV. CODE 4216). Protect existing features and utilities to remain during P.A. (5 EQ.) 21'-0" 16 EQ.) L1.2 construction until final completion. If live utilities are encountered which were not indicated Lpreviously, protect the same from damage and immediately notify the owner's 9 I j j �S24 STEP AT PORCH 17 GATE re3'. " 6" RISER COVERED PORCH V received from the owner's representative. The contractor is solely responsible and shall pay P.A. (BY ARCH) ( BY ARCH) S2 P.A. m M 0 p for repairs to damaged utilities due to the contractors operations. WOOD MULCH, TYP. (3" DEPTH) P.A. 5. EXISTING CONSTRUCTION z 8 (P)ELECTRICAL PANEL The project involves construction within existing infrastructure systems and adjacent to L.LJ (SEE ARCH) 18 -- existing facilities which are to remain operational and accessible at all times. All existing W Lo 7 EXPANSION JOINT(DOWELED) construction to remain shall be protected. New work shall meet existing construction level, � Q CONTROL JOINT plumb, and consistent. Any existing construction damaged by Contractor shall be replaced O Q C= 2 -0 LAYOUT LEGEND ABBREVIATIONS U 6 PROPOSED at Contractor's expense. Any disturbed areas outside project limit of work are to be RESIDENCE ADJ. ADJACENT restored to original conditions at Contractor's expense. C� S2 I VIEW NUMBER VIEW AVG. AVERAGE C SHEET NUMBER SHT DETAIL CALLOUT 6. CONSTRUCTION MEANS AND COORDINATION � O ---I— C.L. CENTER LINE nn ---I— CLR. CLEAR The Contractor: `v DIMENSION CONC. CONCRETE - Shall be solely responsible for and have control over construction means, methods, 00 (E) EXISTING techniques, sequences, and procedures and for coordinating all portions of work under the C 3 LO PC CENTERLINE E.W. EACH WAY contract. AIC PAD I EQ. EQUAL SPACES (CONTRACTOR TO LOCATE) (P) LOCATION OF IRRIGATION I p Shall supervise and direct the work, using the Contractor's best skill and attention. CONTROLLER ---I— EQPT. EQUIPMENT z O En �L COVERED PORCH I S5 � ALIGN F.G. FINISH GRADE Shall coordinate the location and installation of all site work. 11 1 24" F.T. S3 — -- F.S. FINISH SURFACE Shall coordlnate all trades. Any work that must be removed or relocated due to lack of J czx 5 I II (BY ARCH) CONTROL JOINT F.T. FLUSH TREAD coordination of the trades is sole) the Contractor's responsibility. Lack of specific details ' �' 1 TR.11 RS. 1'-6" 2r.Orr U Y p Y• p I LL_I S5 — P.A. �L 4° RISER S6 HORIZ. HORIZONTAL shall not be an excuse for improper installation of any material, device, or system. a P.A. (EQI (EQ) EXPANSION JOINT (DOWELED) HT. HEIGHT 1, I�-- I `s' JT. JOINT(S) Shall maintain a secure site throughout the construction process. S6 --J: ��_, o _ o __ � EXPANSION JOINT (NO DOWEL) MAX. MAXIMUM I— -- --- --- — 7. LAYOUT NOTES I I I MECH. MECHANICAL S5 - " " 1 1 1 1 S2 o (6 EQ.) Written dimensions take precedence over scaled dimensions. Dimensions indicated on plans I 3'-8 19'-11 (4 EQ.) 7 I I I X (E) TREE TO REMAIN, TYP. (N) NEW for horizontal control are accurate if measured on a level line. Measure horizontal control Stamp: (P) LOCATION OF IRRIGATION P.A. � —4 MIN. MINIMUM _I I I S2 M j S1 I O.C. ON CENTER dimensions on a level line, not parallel with ground slope. Dimensions are to face of finish MANIFOLD I I I I S2 I as I I I I O I N (P) PROPOSED unless otherwise noted. Where dimensions are noted to be verified in field (VIF) the PROPERTY LINE ^' I P.A. PLANTING AREA dimension shown is the design basis but may differ from actual conditions. Contractor shall _ SF' STEP S3 I I I o 3' 0" 18" F.T. S3 `� 6" AVG. RISER I I I _ P.O.B. POINT OF BEGINNING 3 TR.13 RS. 1 I I I `n ,� verify these dimensions while laying out the work and report any discrepancies between the ---I--- ---- p I PROPERTY LINE X IE1 TREE TO BE REMOVED, TYP. R. PAVEMENT design basis and actual dimensions to the owner's representative prior to proceeding with 4" RISERS — — R. RADIUS S2 a 1 1 I I the work. Where dimensions are noted "+I " field dimensions may vary from the noted P A 3 N P A I I I I P.A. RS. RISER I I I I I SIM. SIMILAR dimensions by minor amounts. I -- --- -- 18" F.T. S3 � ~ t I SP. SPACES 2 TR.12 RS.- T.B.D. TO BE DETERMINED 8.VERTICAL CONSTRUCTION 4" RISERS M I I I IE1 NEIGHBORING TREE, TYP. TR. TREAD All vertical construction shall be installed true and plumb. All unit coursing, tops of walls, 3' 8" 6" 8'-6" (2 EQ.) 8'-6" (2 EQ.) 6" TYP. TYPICAL fences, and other vertical elements, shall be level unless otherwise noted. All curves shall be (E) SIDEWALK 1 U. UNIT(S) continuous and consistent tangential arcs, with no breaks or angles at points of tangency or VERT. VERTICAL formwork jointing. I I I S1 I V.I.F. VERIFY IN FIELD Date No. Revision Notes 9. FENCING 311112022 1 CITY COMMENTS 4 2 18'-0" (4 E0.) Fence locations and heights shown are diagrammatic. Final locations and heights are to be 51612022 2 CITY COMMENTS DEMO IEI APRON coordinated in the field by the landscape contractor. CONSTRUCT(N) DRIVE (E)WATER METER B 0 N N Y D R I V E APRON AND CURB (E) CURB (SEE CIVIL DRAWINGS) TREE PROTECTION LEGEND Keynote Tag# Protected Offsite Common Name Botanical Name DBH (inches) Status Note 1 1 N Y Lagerstroemia indica Crape Myrtle 6 Remove Root zoneldrip line occurs outside construction limits EX.SS 2 2 N Y Lagerstroemia indica Crape Myrtle 6 Retain and Protect Root zoneldrip line occurs outside construction limits 3 3 N N Lagerstroemia indica Crape Myrtle 4 Retain and Protect 4 4 N Y Citrus sp. Unknown Citrus Species 4 Retain and Protect 5 5 N N Juniperus chinensis Chinese Juniper 14,13,8 Remove 6 6 N N Prunus caroliniana Cherry Laurel 4 Remove 7 7 N N Prunus dulcis Almond Tree 10 Remove 8 8 N N Prunus caroliniana Cherry Laurel 5 Remove 9 9 N N Prunus caroliniana Cherry Laurel 7 Remove Issue Not Project ID 10 10 N N Citrus sp. Unknown Citrus Species 4,2 Remove DESIGN REVIEW 2201-01 11 11 N N Prunus dulcis Almond Tree 8 Remove Drawn By Reviewed By 12 12 N N Prunus armeniaca Apricot Tree 3 Remove D1 P1 13 13 N N Callistemon citrinus Bottlebrush 4A4 Remove Date CAD File Name 14 14 N N Callistemon citrinus Bottlebrush 3,5,5,3 Remove 516/2022 0459 Bonny v3 v2022 DR.vwx 15 15 N N Prunus armeniaca Apricot Tree 4 Remove Sheet Title 16 16 N N Prunus dulcis Almond Tree 7 Remove LAYOUT A N O 17 17 N N Feijoa sellowiana Pineapple Guava 3,3,3,3,3,3,3,4,4,5 Remove MATERIALS 18 18 N N Prunus armeniaca Apricot Tree 7,7,5 Remove Sheet No. I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPE ORDINANCE AND HAVE APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN. SEE SHEET L1 .2 FOR o 4 s 12 16 20 FT 02��4 SCALE: 118" = 1'-0" CONSTRUCTION DETAILS JORG DANIEL ABICH, PLA (CA#5899) Community Development Department AS Planni�g � 'Division — Cupertino 0� Q�F CUPERTINO 1.GEOAl RR AkRIPPORT RECOMMENDATIONS SHALL SUPERCEDE 318" BITUMINOUS EXPANSION Al. J' Ca Se# P,A2TXFJGN REQUIREMENTS IN THIS DETAIL, IF AND WHEN JOINT WITH BACKER ROD AND NOTE: 318" BITUMINOUS EXPANSION 5 1 114" 1" R 114" n TOOLED CONTROL JOINT SEALANT JOINT WITH BACKER ROD AND WI 114" RADIUS EDGES SEALANT TO MATCH CONCRETE 1.GEOTECHINCAL REPORT RECOMMENDATIONS SHALL SUPERCEDE SEALANT Approval Body: Director/ Staff 113 DEPTH OF SLAB,SEE COLOR PAVEMENT DESIGN REQUIREMENTS IN THIS DETAIL, IF AND WHEN SEALANT TO MATCH 07/06/22 LAYOUT PLAN FOR AVAILABLE. TOOLED CONTROL JOINT CONCRETE COLOR Approval Date WI 114" RADIUS EDGES i14" HAUM, i rr. SPACING, 6' O.C. MAX. Signature Jeffrey Tsumura 12" X 112" DIA. SMOOTH STL. 113 DEPTH OF SLAB, SEE o 12" X 112" DIA. SMOOTH STL. NOTE: // 0 M E S FINISH LAWN DOWEL @ 12"O.C. LAYOUT PLAN FOR DOWEL @ 12"O.C. TOOLED GROOVE WARNING OR MULCH AT PLANTING GREASE ONE SIDE 114" RADIUS,TYP. SPACING, 6' O.C. MAX. GREASE ONE SIDE 1.GEOTECHINCAL REPORT RECOMMENDATIONS SHALL SUPERCEDE PAVEMENT o $C AREAS 2"MIN. FINISH SURFACE OF LAWN 4" CONCRETE SLAB DESIGN REQUIREMENTS IN THIS DETAIL, IF AND WHEN AVAILABLE. �PND 4 6" CONCRETE SLAB OR MULCH AT PLANTING #3 BAR @ 18"O.C. E.W. V� s 'p AREASL2"MIN. 2.FOR SINGLE STEP: ___ _ #4 BAR @ 18"O.C. E.W. CENTERED IN SLAB — tJ S a OMIT 2ND STEP AND ASSOCIATED#4 REBAR @ 12"O.C. E.W. Q 6"MIN. Qo a - a .o CENTERED IN SLAB PLACE/SHIFT EXPANSION JOINT ACCORDINGLY AT FACE OF PORCH DETECTABLE NOSING DETAIL p ----�'--- ————— LASS 2 AB TYP. cO T 6" CLASS 2 AB, TYP. 4"MIN. ——— — ° —�1 _< COMPACT 0 95% RELATIVE 318" BITUMINOUS EXPANSION JOINT WITH TREAD(SEE PLAN) 403 4 COMPACT TO 95% RELATIVE a DENSITY BACKER ROD AND SEALANT #3 NOSING BAR, TYP. 6"MIN. a DENSITY SEALANT TO MATCH CONCRETE COLOR 1 112" � 4 '� O COMPACTED SUBGRADE 1136 Hearst Avenue, Unit A COMPACTED SUBGRADE 6" MIN. @ 95% RELATIVE ADJACENT PORCH a 4 Berkeley, CA 94702 6„ (NON-EXPANSIVE) DENSITY RISER(SEE PLAN) SEE DETECTABLE NOSING DETAIL abichlandarch@gmail.com id — — 8" MIN. @ 95% RELATIVE DENSITY �1 I I I I Q\ 1 112" #4 REBAR, CONT. TYP. (510) 905-7444 12" X 112" DIA. SMOOTH STL. DOWEL @ 12"O.C. _ a #4 REBAR @ 12" O.C. MAX. GREASE ONE SIDE �o Project Title. CONCRETE PAVEMENT (VEHICULAR) CONCRETE PAVEMENT (PEDESTRIAN) __= a FINISH SURFACE OF ADJACENT PAVEMENT 1 SCALE: NTS 2 SCALE: NTS I I SEE LAYOUT AND MATERIALS PLAN a 12" X 112" DIA. SMOOTH STL. DOWEL @ 12"O.C. #4 REBAR,@ 12" O.C. E.W. 4 . GREASE ONE SIDE(AT CONC. PVMT.) a 6" CLASS 2 AB,TYP. NOTE COMPACT TO 95% RELATIVE DENSITY � 3" CLR. AT CONCRETE PAVEMENT CONDITION ADD 318" BITUMINOUS EXPANSION JOINT WITH 1. BLACK ENAMEL PAINTED FINISH,TYP. U.O.N. a Io --- o BACKER ROD AND SEALANT SEALANT TO MATCH CONCRETE COLOR Z 0 STEEL HEADER ►III III W %'... El W 3116" THK. X 4"MIN., 16" LONG STAKES FINISH SURFACE OF LAWN OR 12" MIN. CONCRETES STAIRISTEP QC Lo I FINISH SURFACE OF MULCH AT PLANTING SURFACING COMIPAICTED SUBGRADE O AREAS SLOPE TO DRAIN(PER PLAN) w _6" IN. @ 95°/B RELATIVE DENSITY cm r�1 4" ry U � I IM \ O COMPACTED SUBGRADE CONCRETE STAIR/STEP — O Q) 6" MIN. @ 95% RELATIVE DENSITY 3 SCALE: 1 1I2" = 1'-0" �V SECTION Q ��ryyy�...... 16" MIN. STEEL STAKE, PER MFG. V L J IPC o O z v Q I J I ELEVATION(STEEL HEADER ONLY) 4 STEEL HEADER SCALE. 1 112" = 1'-0" Stamp: 10" X 10" GUSSET PANELS, HEAVY-DUTY HINGE, TYP. REPRESENTATIVE STAIN COLORS EXTERIOR RATED PLYWOOD, EACH (3)PER GATE CORNER ALIGN AND RIP BOARDS TO 2X4 GATE FRAME PROVIDE FULL BLOCKING AT EACH 6X6 POST EQUAL SPACING 8'-0" O.C. MAX. LATCH SIDE OF GATE, BOTH SIDES 2X6 RAIL, TOP &BOT. PRIVATE SIDE PRIVATE SIDE PUBLIC SIDE 4'-0" GATE LEAF PUBLIC SIDE ADJACENT POST OR LEDGER AT Pepperwood 1X6 BOARD,TYP. OVERLAP 1" WALL 1X6 BOARD,TYP. OVERLAP 1" 1X6 TRIM, OPP. RAILS ELE 1X6 TRIM ELE PLAN 2X8 CAP, CENTER ALL JOINTS ON PLAN POSTS Date No. Revision Notes 2X6 RAIL, TOP & BOT. 1X6 TRIM, OPP. RAILS ADJACENT FENCE Bluestone 2X8 CAP, TO MATCH FENCE 6X6 POST NOTES: NOTES: 2X8 CAP, CENTER ALL JOINTS ON PRIVATE SIDE PUBLIC SIDE POSTS 1. ALL FASTENERS SHALL BE LATCH, 60" MAX. ABOVE FINISH i 1. ALL FASTENERS SHALL BE GALVANIZED GRADE(OPP. SIDE) / GALVANIZED I o o I 2X6 RAIL, TOP & BOT. (PRIVATE) 2. ALL WOOD SHALL BE HEAVY-DUTY HINGE, TYP. �� 2. ALL WOOD SHALL BE 1X6 TRIM, TOP &BOT. (PUBLIC) (3) PER GATE i CONSTRUCTION COMMON 1X6 BOARD,TYP. OVERLAP 1' CONSTRUCTION COMMON REDWOOD OR BETTER U.O.N. 6X6 POST / REDWOOD OR BETTER U.O.N. Thatch C 2X4 DIAGONAL BRACE INSIDE o 1X6 BOARD, TYP. OVERLAP 1" c � 12" DIA. CONCRETE FOOTING, FRAME(OPP. SIDE) j � � II + 3. STEP FENCE AT POSTS, FOR SLOPE TOP TO DRAIN AWAY FROM 3. STAIN BOTH SIDES WITH GRADES 1:6(17%) OR POST / /� SEMI-TRANSPARENT EXT. 6X6 POST z GREATER, SLOPE PANELS 2X4 GATE FRAME(OPP. SIDE) STAIN COLOR PER BUILDER WITH GRADE FINISH GRADE i ADJACENT POST OR LEDGER AT (SEE COLOR SAMPLES) ---I WALL(SECURE LEDGER TO BUILDING 0 4. STAIN BOTH SIDES WITH / AL SEMI-TRANSPARENT EXT. FRAMING WITH 114" X 4" LAG SCREWS AND WASHER, Spanish Moss Cn STAIN COLOR PER BUILDER Issue Project ID COUNTERSUNK. APPLY SILICONE DESIGN REVIEW ^� (SEE COLOR SAMPLES) ° / I a CAULKING PRIOR TO INSERTING LAG / 2201 01 2X6 RAIL, TOP & BOT. (PRIVATE) �� SCREW) I o � I _ Drawn By Reviewed By 1X6 TRIM, TOP &BOT. (PUBLIC) z o _ — - D1 P1 2X12 KICKER, NAIL TO BOT. RAIL __ __ _ ____ ` a r 1� - _ Bate CAD File Name -- -- --------- AND POSTS N 10" X 10" GUSSET PANELS, \ i 51612022 c� _ 0459 Bonny v3 v2022 DR.vwx z a. EXTERIOR RATED PLYWOOD(OPP. Sheet Title 12" DIA. CONCRETE FOOTING, ° SIDE) SLOPE TOP TO DRAIN AWAY FROM 4 _ Navajo White CONSTRUCTION POST �; ° 2X12 KICKER, NAIL TO BOT. RAIL U 70 n AND POSTS N DETAILS ELEVATION SECTION ELEVATION Sheet Na. FENCE GATE 5 SCALE: 314" = 1'-0" 6 SCALE: 314" = 1'-0" I I ---�--' L 1 ■ 2 I I _ Community Development Department PLANTING NOTES TREE LEGEND OC A S Jq Planning Division - Cupertino 1. DRAWING CONFORMANCE A`` �'�J, CUPERTINO APPROVED KEY ID BOTANICAL NAME COMMON NAME OTY CONT. WUCOLS NOTES Case# R-2022-006, All work shall conform to drawings and planting details. No deviations shall be accepted AKIV64JWWn4JW unless approved by the Owner's Representative. Approval Body: Director/ Staff ARC DRH Arctostaphylos 'Or. Hurd' Dr. Hurd Manzanita 2 36"B LOW Multi-trunk 2. SITE PREPARATION Approval Date 07/06/22 pp Remove all vegetation and deleterious materials prior to rough grading operations. Test Signatur m Jeffrey Tsuura on-site soils for horticultural suitability and amendments. Preserve all horticulturally suitable y O M 6 S Case Manager 26 SAR CON topsoil by stockpiling on site. Topsoil shall be replaced in planting areas to achieve final finish HIB SYR Hibiscus syriacus 'Marina' P.P.# 'Blue Satin(Tm) Rose Of Sharon 1 15G LOW Standard rates. Rip and till areas to receive topsoil on the same day topsoil is relocated. Areas of PUBLIC UTILITY EASEMENT g p p v p SCgp�, 56 CAR DIV contaminated soil shall be scraped to a depth of 24" and replaced with amended planting soil 0, per soils analysis report. ca Pruning required to maintain clearance from overhead lines v � 22 WES NAR 15 WES NAR LIG LUC Ligustrum lucidum Glossy Privet 11 24"B LOW Species per City of Cupertino Landscape Mitigation 3. DRAINAGE c2 y Measures All softsca es and hardsca es shall slope to drain away from buildings towards drainage p p p Y 9 9 �! 8'HT. MIN @ 10'O.C. for Privacy Screening o 0/o NQ� 'r� Requirement appurtenances at a rate of .5/o minimum to 1 maximum, unless otherwise noted. 4. WORK IN RIGHT OF WAY t A ------ - - - -- ---- „ Berk Hearst Avenue n g- --- ----=-----=---- ---- ----=- --- --- - -- - - 36 e% CA 94702 / 1` - t-�t- i°-- o o y, Any work conducted within the right of way or to be maintained by local jurisdictional agencies shall be installed per the latest edition of the agency construction standards, and all abich/andarch gm-7444 + TURF LAWN-546.471 sq ft .com ° - ° PLANT LEGEND other agency requirements. �5�01 9057444/ / I ° KEY ID BOTANICAL NAME COMMON NAME SPACING OTY CONT. TYPE WUCOLS Project Title: ° + /� 5. UTILITY CLEARANCE ° O APT CDR Aptenia cordifolia Baby Sun Rose 24"O.C. 58 1 G Ground Cover LOW For all trees, a 5' minimum clearance shall be maintained from all water, electric and sanitary + _ ° sewer utility lines. A 10' minimum clearance shall be maintained from all overhead utilities. i `Q I ° I I ° I I ° I I °I I I -� CAR DIV Carex divulsa European(Berkeley)Sedge 24" O.C. 157 1 G Ornamental Grass LOW All planting except low-growing groundcover shall be 3' clear of all fire appurtenances per 6 APT COR - ° NFPA 18.5.7 ° ° _ a 11 APT COR -- ❑ CEA HEA Ceanothus hearstiorum Hearst's Ceanothus 48" O.C. 17 5G Ground Cover, Shrubs LOW 0 I I I ° 11 APT COR COVERED PORCH 4 SAR CON ° 6. SOIL TESTING + I 1 ° Contractor shall submit soil samples to a certified soil testing laboratory for the determination z � V.,4 SAR CON (BY ARCH) + HEL SEM Helictotrichon sempervirens Blue Oat Grass 36" O.C. 45 1 G Ornamental Grass LOW I of soil suitability and amendments. Contractor shall amend soils per the recommendations W 0 provided in the soil analysis report at the rates prescribed by the soil testing laboratory. All Lo ° PHO BRO Phormium 'Bronze Beauty' Bronze Beauty New Zealand Flax PER PLAN 7 15G Perennials LOW tree planting pits shall be backfilled with amended planting soil per the soil analysis report. = Q 0) 25 CAR DIV Contractor shall submit a copy of the soil analysis report to the Landscape Architect for O -- U • • ° � SAR CON Sarcococca confusa Sweet Box 36"O.C. 47 5G Shrubs LOW review of compliance with Water Efficient Landscape Ordinance. QC I o 0 ° ° ° WES NAR Westringia hybrid'WESO1' PBR NARINGAT"' Westringia 36" O.C. 37 5G Perennials LOW 7. PLANT STANDARDS � O PROPOSED ° All plant material shall comply with ANSI Z60.1 "Standard For Nursery Stock," notes, and W I o details on the drawings. m ° o RESIDENCE d TURF LAWN 546 Square Feet 90% Tall Fescue 110% Kentucky Bluegrass 8. SUBSTITUTIONSPC --I- v LC) W ° I Planting substitutions, if necessary, shall be submitted to the Landscape Architect for (� ° ---�- approval. Any substitutions made without the approval of the Landscape Architect shall be Q \ I WATER USE CALCULATIONS rejected. Substitutions shall be made at no additional cost to the owner. z ° ---1- Q II Q j (ETO 49.4 9. TREE PLANTING J All planting pits shall be bermed to allow for appropriate drainage. In soils with slow L Zone Plant Type Plant Factor(PF) Irrigation Method Irr. Efficiency(IE) ETAF(PFIIE) Landscape Area(sq ft) ETAF x Area (ETWU) ° COVERED PORCH percolation rates, planting pits shall be augured 12 dia. X 8 depth and filled with drain rock ° � ;� � - -- Regular Landscape Areas 3 SAR CON (BY ARCH) to prevent ponding. All planting pits shall drain completely within a time frame of 2 hours. LL= 6 SAR CON Al - Front Shrubs 0.2 Drip 0.81 0.247 437 108 3,308 3 HEL SEM 4 SAR CON 19 CAR DIV Al - Front Shrubs 0.2 Drip 0.81 0.247 276 68 2,089 10.ROOT BARRIERS --' 2 PHO BRO + Al - Front Shrubs 0.2 Drip 0.81 0.247 117 29 881 _ Al Front Shrubs 0.2 Drip 0.81 0.247 144 35 1,086 Root control barriers shall be utilized at any sidewalks, curbs, or hardscapes that are within 5 Stamp: + - ZL -- 1-- --- - 1. + Al Front Shrubs 0.2 Drip 0.81 0.247 151 37 1,140 feet of trees. Root barrier panels shall be 18" deep and span 10' feet to each side of the -- I I • I 7 HEL SEM A2 - Rear Shrubs 0.2 Drip 0.81 0.247 49 12 369 centerline of the tree. + ° + ° ° ° ° ° ° ° ° ° ° ° h I ° I ° I A2 - Rear Shrubs 0.2 Drip 0.81 0.247 227 56 1,718 ° - • --�--- ---+--- 2 PHO BRO A2 Rear Shrubs 0.2 Drip 0.81 0.247 453 112 3,427 11.TURF INSTALLATION 0 I I A I �I 0 I I + p + 1 I 14 CAR DIV I I I I I I I A2 - Rear Shrubs 0.2 Drip 0.81 0.247 94 23 709 Rototill or spade the area to a depth of 4 to 6 inches. Rake and smooth the soil, removing + ° ° ° ° ° ° ° ° ° . + A2 - Rear Shrubs 0.2 Drip 0.81 0.247 36 9 273 rocks, roots, and large clods ° A2 - Rear Shrubs 0.2 Drip 0.81 0.247 55 14 419 0 ° ° ° ° ° ° ° ° ° � ° ° p J I 1 -- I 1 - Ensure proper soil compaction of no more than 85/o relative density. + I I 0 I + + 2 CEA HEA A3 - Rear Shrubs 0.2 Drip 0.81 0.247 535 132 4,049 PROPERTY LINE + + + + + ° + + + + ---�--- - +--- Roll the area lightly with a lawn roller 1/3 full of water, maintaining the finish grade of soil 1 I A4- Rear Turf Grass 0.9 Overhead Spray 0.75 1.2 546 656 20, 21 CAR DIV . I. 085 inch below adjacent paving. + + + + + + U CI I ° D I I In, I ° I I Totals: 3,121 1,291 39,553 -- 4 HEL SEM I I I special Landscape Areas - Water the prepared area to settle the soil and provide a moist base for turf. Moisten the soil ~ 3 PHO BRO u u I I Totals: 0 0 o to a depth of 6 inches minimum. Ll Install turf immediately upon delivery. In hot weather, protect unlaid turf by placing stacks ETWU Total: 39,553 gallyr and/or sprinkling. t I 1 in shade, covering with moist burlap sacking, MAWA: 66,908 gallyr Date No. Revision Notes 22 CAR DIV (E) SIDEWALK PROPERTY LINE ETAF Calculations . Begin installing turf along the longest straight line, such as a driveway or sidewalk. Butt and 9 CEA HEA Regular Landscape Areas push edges and ends against each other tightly, without stretching. Avoid gaps or overlaps. s�11�2022 1 CITY COMMENTS o HEL SEM Total ETAF x AreE 1,291 Stagger the joints in each row in a brick-like fashion at a minimum overlap of 2'. Avoid 51612022 2 CITY COMMENTS 1` ° i Total Area: 3,121 leaving small strips at outer edges as they will not retain moisture. On slopes, place the turf I Average ETAF*: 0.41 pieces across the slope. All Landscape Areas Begin watering turf within 30 minutes of installation. To avoid causing indentations or air Total ETAF x Ares 1,291 pockets, avoid repeated walking or kneeling on the turf while it is being installed or just after BONNY DRIVE Total Area: 3,121 watering. sitevvide ETAF: 0.41 - After installation, roll the entire area to improve turf/soil contact and remove air pockets. * = Average ETAF for Regular Landscape Areas must be 0.55 or below for residential areas, and 0.45 or below for non-residential areas. 12.MULCHING EX.SS All planting areas are to receive a 3" layer of bark mulch. Contractor shall submit a sample of proposed mulch material to Landscape Architect for review. All areas to receive mulch shall be treated with an organic pre-emergent herbicide to control weed growth. 13.CERTIFICATE OF COMPLETION Issue Note Project 10 A Certificate of Completion shall be certified by the Landscape Contractor upon completion DESIGN REVIEW 2201-01 and final review of landscape installation and provided to the Owner's Representative for Brawn By Reviewed By D1 P1 submittal to the local governing jurisdiction. Oate CAD File Name 51612022 0459 Bonny_v3 v2022 DR.vwx 14.ESTABLISHMENT PERIOD Sheet Title The establishment period shall be a minimum of 60 calendar days commencing upon written verification of substantial completion by the Owner's Representative. Contractor shall PLANTING PLAN observe and maintain planting material to ensure planting material is acclimatized and displays healthy and vigorous growth. Any planting in need of replacement shall trigger an additional establishment period of 60 calendar days commencing on the date of replacement. Sheet No. I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPE ORDINANCE AND HAVE APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN. SEE SHEET L2.2 FOR o 4 s 12 16 20FT L201 PLANTING DETAILS SCALE: 118" = 1'-0" JORGt DANIEL ABICH, PLA (CA#5899) Community Development Department Planning Division — Cap!�'iI)IVIENTS PER SOIL TILL TOP 8" (MIN.) IN ALL PLANTING O� A S ,/q CUPERTINO APPROVED ANALYSIS REPORT PRIOR TO AREAS RECTANGULAR LAYOUT LINE ,�� 1P R-2022-006 TILLING FINISH GRADE ADJACENT TO One central leader Case# PLANT CENTER, TYP. A FINISH GRADE LEVEL AFTER PAVING SHALL BE 1" BELOW (No codominant Approval Body: Director/ Staff SETTLEMENT PAVEMENT SURFACE leaders) Approval Date 07/06/22 x o Example A Si natur Jeffrey Tsumura `-V / / / / / / / A B Aspect Ratio — y O ►I SC) g Case Manager // // NATIVE SUBGRADE N A 1.50° 0.50° 0.33 1_1 ACCEPTABLE �I 2.50" 0.90" 0.36 IN o = B 2.0 1.00" 0.50 B ENSURE LESS THAN 85% RELATIVE RECTANGULAR SPACING X' TYP. 112'X' 1.60' 0.64 �PNDSC4,0 DENSITY IN PLANTING AREAS, EDGE OF STRUCTURE, PAVEMENT, 9 REPORT EXCESSIVE COMPACTION OR EDGING Aspect ratio is less t TO OWNER'S REPRESENTATIVE 866 'X' 112'X' than 0.66. Aspect ratio of B:A less than 0.66 Q BEFORE PROCEEDING as measured 1" above the top of 0 the branch union. do �y NOTE: ultiple leaders ��sIV03 SOIL PREPARATION 1. 'X' EQUALS PLANT (Several codominai_-7(71 SCALE: NTS SPACING, SEE PLANTING leaders) 1 136 Hearst Avenue, Unit A PLANS AND PLANT \�/ \ x Berkeley, CA 94702 SCHEDULE. yp 6 A B abichlandarch@gmail.com 4" POTS, OR 1 GAL. CONTAINERS, INSTALL TOP OF ROOTBALLS 314" / (510) 905 7444 ABOVE PLANTING SOIL, TYP. �1� TRIANGULAR LAYOUT LINE A B Example A B Aspect Ratio PLANT CENTER,TYP. REJECTABLE 2.50" 1.ao" 0.72 Project Title: %tom IMPORTED WOOD MULCH, DO NOT , 6 2.0° 2.0° 1.0 INSTALL WITHIN 2" OF CROWN t 2.50° 2.0° 0.80 4.0" 3.0" 0.75 -"-------Aspect ratio is AMENDED PLANTING SOIL, TRIANGULAR SPACING greater than 0.66. z i Aspect ratio of B:A greater than or equal to 0.66 as measured CONTINUOUS BED PLANT SPACING 1" above the top of the branch union. Cn 5 Notes: �. SCALE: NTS 1- Aspect ratio shall be less than 0.66 on all branch unions. Aspect ratio is the diameter z of branch(B)divided by the diameter of the trunk(A) as measured 1" above the top of the SCARIFIED SUBGRADE branch union. C 0 cQC 2- Any tree not meeting the crown observations detail may be rejected. LU Q GROUNDCOVER PLANTING O Q 2 SCALE: NTS TREE BRANCHING STRUCTURE V 6 SCALE: NTS C � O WELD COMPLIANCE CERTIFICATE Lu PLANTING FROM 5GAL POTS OR CulNr,nmalSY[?ct 1a�nrr,rr CleyurHnetl! LARGER 1113 l Torte Arenun .><as.7 i 7_,3,,W f F�a x 40&777.3:133 (�\ upertino, CA 95014 pl,nnnlag*cupertino.org CY) CUPERTINa k1lY:f f r�,}rrltrw.cxr�f l,le"""' ACCEPTABLE Structural V L Top of REJECTABLE - � INSTALL ROOTBALL CROWN 1 112" PR"1`{'Aur'>srI n.�_ti roots. Cn Root collar. rootball. 0 ABOVE PLANTING SOIL z rr�11 n�\ CERTIFICATE OF COMPLETION Absorbing roots. IMPORTED WOOD MULCH, DO NOT PROPEM CWKIM ,A W J INSTALL WITHIN 4" OF CROWN vf"FIYiI'CM'NeRAMRM +o'-•T Point where --------------- ------- [rertifyttat[rerrivertrvpiesvtalllhedcx�rnunt5regniredintha[aruir,ape[Jrdir,vxetCkfCCF�pterf1,753 Iunderstvzditss top-most root— Structural roots circle interior of Only absorbing roots reach the periphery near the myre}Noa3slbiLitytoiwordamaintelamceag*ement stating dutOwsubjectlandsapespsotected v,dtoseetl}attEw�vcgedis emerges from root ball. No structural roots are to of WEED BARRIER ,�,mtidnedi,,, we with the Irri&Aio ,1,dw vteani*bpL ,dscapeiy IrripKmMAi�e%zhedt&ro%idM- p the root ball. Structural trunk. horizontal and reach the root ball roots mostly wrap or are deflected on the WNAWRF 07PROURTNCW-'\7R DATE periphery near the top of the root root ball interior. AMENDED PLANTING SOIL, ball.CONTINUOUS BED CERTIFICATE OF INSTALLATION The point where top-most root(s)emerges from the trunk(root collar) Same. should be within the top 2" of substrate. The root collar and the root ball IH / IIIIROOTBALL Interiorshould be free of defects including circling, kinked, ascending, an COMPACTED PLANTING SOIL UNDER AMRF-R�l stem girdling roots. Structural roots shall reach the periphery near the top ROOTBALL :.Acre of the root ball. SCARIFIED SUBGRADE a3.Mwtt- prron,e Root ball periphery - -- - - 2X ROOTBALL WIDTH lser! y that based upon peTiodies1tea>sen•atimIp,the landw.Wepranting►ndinigation,Wauauon has been coa,pleted Structural roots descend into root ball interior. No Structural roots circle and do not radiate SHRUB PLANTING macco+dmwe with th Lmpr dwapeOrdbiwinre4CML CChapter t4.15Y.Irux]erstrind ftrititis gF my topmridethe structural roots are horizontal and reach the root ball from the trunk. [rrigption 5chedu]eand the LuKbw. mxt Isrigalian t{.,intcsw,ae5rttdtulc to 11rr subiVx•I appticd,il f pngxv1y owmw, 3 periphery near the top of the root ball. SCALE: NTS 593•FATLW OF UCE_�iCF3n7FIPJ7 LANZrC,lTT PR0FF%- 1,7AAL DATE — - Roots STAFF NOTES: 1. Fn!4wk h-,w CAFr0irorcr APPfirati[nr 6. rrTrgrrt U"kIT40F (pttarrtr n,prlp%:Wi r 0 YES ❑ Not Required ❑ YES El Not Required growing dnrtl TREE TIES SECURED TO STAKES IN z' "� �� z,nr�scaprr�bikcr,r�! %. lmrdsrrg+cror�l,��grsdw,kr :ram�, say,, tangent to NOTE: A "FIGURE 8" PATTERN AT TREE ❑ YES v Not RequiredU YES ❑ Not Required - Structural root - � trunk. Date No. Revision Notes 3 LipriAwape Rape, S. Smrl A7urwg�urmt!{ ! 1. SET ROOTBALL CROWN 2" .S ❑ CROTCH - 2 PER TREE 0 YE Not Required © YES El Not Requitri 4. rrrigakor,PLvu 9. ImpifrareAuakiR"of Roots radiate from trunk and reach side of root ball without ABOVE TOP OF PLANTING © YES © Not Rcquir d ❑ YES ❑ NatRequirerd SOIL 2" DIA. X 10' LONG WOOD POLE 5 cr,�ing1w� deflecting down or around. Structural roots primarily grow to one side. Structural roots missing from one side, TREE STAKE; 2 PER TREE, INSTALL © YES L Not Requite andlor grow tangent to trunk. MIN. 12", MAX. 30" INTO SUBGRADE Notes: ` 1- Observations of roots shall occur prior to acceptance. Roots and substrate may be removed during the observation process; substratelsoil shall be replaced after observation has been completed. 2-Small roots(1#4" or less)that grow around, up, or down the root ball periphery are considered a normal condition in container production and are acceptable however they should he eliminated at the time of planting. Roots on the periperhy can be removed at the time of planting. IMPORTED WOOD MULCH, DO NOT 3- See specifications for observation process and requirements. INSTALL WITHIN 4" OF TREE TRUNK WEED BARRIER 7 ROOT CONTAINER STRUCTURE AMENDED PLANTING SOIL, SCALE: NTS i CONTINUOUS BED w z SLOW RELEASE FERTILIZER TABLETS Issue Note Project ID / / 16 PER 24", 20 PER 36", DISTRIBUTE DESIGN REVIEW 2201-01 `o / / / EVENLY, 6" DEPTH Drawn By Reviewed By 24" BOX OR 36" BOX ROOTBALL Date CAB File Name51612022 0459 Bonny v3 v2022 DR.vwx Sheet Title / COMPACTED PLANTING SOIL UNDER PLANTING DETAILS ROOTBALL z SCARIFIED SUBGRADE CV Sheet No. 2X ROOTBALL WIDTH 4 TREE PLANTING L202 SCALE: NTS Community Development Department I Planning Division — Cupertino � CUPERTINO APPROVED J' Case# R-2022-006, TREE PROTECTION NOTES A TREE PROTECTION LEGENDApproval Body: Director/ Staff - 1. Refer to the arborist report "CERTIFIED ARBORIST REPORT, August 19, 2021Approval Date 07/06/22 X (E)TREE TO REMAIN, TYP. prepared by "HMH, 1570 Oakland Road, San Jose, CA 95131, William Sowa ISASignatur Jeffrey Tsumura Certified Arborist #WE-12270A Case Manager 2. Trees and shrubs not identified within the arborist report, but as included in survey — 13 drawings, are included for reference only. �PNDSCgp�, o 11 12 14 15 X (E)TREE TO BE REMOVED, TYP. 16 3. Protect all existing items that are not noted for removal. Q t v � 10 I I 1 4. Existing trees to remain unless noted otherwise. Do not stockpile, drive over, or LO �y -____________ ___ _____ -------------------_____---------------____ _-1-t--�_} ___ ____________ ____ otherwise disturb soil under driplines of existing trees, except as required for planting 'l�j�sNQ3 '`'�� (E) NEIGHBORING TREE, TYP. operations. 1 136 Hearst Avenue, Unit A 1 _ 5. Use hand tools only for work under driplines of existing trees to remain. Berkeley, CA 94702 L2.3 I I abichlandarch @gmail.com 6. Trees noted to be removed shall be completely removed, including stump and root (510) 905-7444 I I 17 TREE PROTECTION FENCING mass. Refer to arborist report for instructions on removing tree stumps within 0 protected tree root zones. Project Title: I I I I I I I I I I -- 7. No roots over 2" in diameter shall be cut except under the direction of an arborist. All -- cut roots shall be covered with burlap or straw and shall remain moist until re-buried in 9 I I COVERED PORCH Soil. I I (BY ARCH) 8. Contractor to refer to final arborist report for tree protection fencing locations. V) 8 -- TREE PROTECTION LEGEND LO Keynote Tag# Protected Offsite Common Name Botanical Name DBH(inches) Status Note L U Q 7 1 1 N Y Lagerstroemia indica Crape Myrtle 6 Remove Root zone/drip line occurs outside construction limits -- 2 2 N Y Lagerstroemia indica Crape Myrtle 6 Retain and Protect Root zone/drip line occurs outside construction limits cm 6 3 3 N N Lagerstroemia indica Crape Myrtle 4 Retain and Protect PROPOSED 4 4 N Y Citrus sp. Unknown Citrus Species 4 Retain and Protect C� 5 5 N N Juniperus chinensis Chinese Juniper 14,13,8 Remove G O RESIDENCE O — I 18 6 6 N N Prunus caroliniana Cherry Laurel 4 Remove ryry�� 11 7 7 N N Prunus dulcis Almond Tree 10 Remove �V 8 8 N N Prunus caroliniana Cherry Laurel 5 Remove 9 9 N N Prunus caroliniana Cherry Laurel 7 Remove U �^ PC 10 10 N N Citrus sp. Unknown Citrus Species 4,2 Remove "�+ 11 11 N N Prunus dulcis Almond Tree 8 Remove Q O 12 12 N N Prunus armeniaca Apricot Tree 3 Remove z 13 13 N N Callistemon citrinus Bottlebrush 4A4 Remove Q 14 14 N N Callistemon citrinus Bottlebrush 3,5,5,3 Remove J 5 ' COVERED PORCH � 15 15 N N Prunus armeniaca Apricot Tree 4 Remove I -� (BY ARCH) 16 16 N N Prunus dulcis Almond Tree 7 Remove L 17 17 N N Feijoa sellowiana Pineapple Guava 3,3,3,3,3,3,3A4,5 Remove 18 18 N N Prunus armeniaca Apricot Tree 7,7,5 Remove _J ��_ I I I I I I I I I I I I I I NOTES Stamp: -- ---I--- ------- 1.See arborist report for additional protection requirements. Comply with all I I I I I I tree protection requirements per jurisdiction. I I I I I I I I I I i n 2.Irrigate as needed to maintain health of tree. I I I I PROPERTY LINE (,� 3. Keep exposed roots moist. 11 ol I I I 1 4.No pruning shall be performed except under the direction of approved PROPERTY LINE 1 F---�--- ------- I arborist. Z� ol I I I 1 L2.3 I I I 1 5.No equipment shall operate inside the protective fencing including during 1 1 101 C_ 1. I fence installation and removal. --�--- ---�---- I 6. No materials shall be stored inside fence. I I I I I I I I I TREE PROTECTION FENCE: HIGH (E) SIDEWALK DENSITY POLYETHYLENE FENCING WITH 2 1 3.5" X 1.5" OPENINGS; COLOR-ORANGE. STEEL POSTS I I I I INSTALLED AT 8' O.C. Date No. Revision Notes �G r 311112022 1 CITY COMMENTS 4 �t � 2" X 6' STEEL POSTS OR APPROVED EQUAL. 1 1 L2.3 L2.3 5" THICK LAYER OF MULCH B 0 N N Y D R I V E z K TRP EE OUT o _ PROTECTION o AR A MAINTAIN EXISTING W GRADE WITH THE TREE EX.SS , PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS. 8.5" X 11" SIGN LAMINATED IN SECTION VIEW PLASTIC SPACED EVERY 50' ALONG THE FENCE. Issue Nate Project 10 DESIGN REVIEW 2201-01 1 TREE PROTECTION FENCING Drawn By D1 Reviewed By P1 SCALE: NTS Dole CAD File Name 516/2022 0459 Bonny v3 v2022 DR.vwx Sheet Title TREE PROTECTION PLAN Sheet No. I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPE ORDINANCE AND HAVE APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN. 0 4 8 12 16 20 FT L203 SCALE: 118" = 1'-0" JORGE DANIEL ABICH, PLA (CA#5899) Community Development Department � A S J4 Planning Division — Cupertino �4 CUPERTINO APPROVED '� J' Case# R-2022-006, LIGHTING LEGEND I A SYMBOL DESCRIPTION QTY Approval Body: Director/Staff Approval Date 07/06/22 WALL WASHER Signatur Jeffrey Tsumura y M E S Case Manager UNIQUE, STARBURST = STAR-12-1-430 4 CAST BRASS, GLARE CONTROL LENS KIT, PVC MOUNTING STAKE, J� 25' WIRE LEAD, FLEX SERIES LED 4 WATT LED ��,NpSCgp�, lo o o o o o o ENHANCED AREA LIGHTS/PATH LIGHTS Q t UNIQUE, MERCURY7= M7-12-1_2 17 BRASS, 7"HAT, FROSTED LENS, STABILIZER STAKE, 25' WIRE ------------------------------------------------ - - - - - --- ---- =2 LEAD, FLEX SERIES 2 WATT LED NO3 + 1 136 Hearst Avenue, Unit A I I a a TRANSFORMERS & HUBS Berkeley, CA 94702 + I o UNIQUE, INTELLI-MATIC TRANSFORMER 150SSSL-LED 2 ❑ abichlandarch@gmail.com T# SINGLE CORE, MULTI TAP (12-15V), 12 VOLT TRANSFORMER, (510) 905-7444 A + 0 STAINLESS STEEL HOUSING WITH LIGHT LOGIC CLOCK (LPCU-A) + ° ° -T UNIQUE SMRT LOGIC GATEWAY(SMRT-T) 1 Project Title: a I I I I I I I I I I I 0 + o — — UNIQUE, INTELLI-HUB 3 COVERED PORCH H OH UNIQUE, SATELLITE HUB 5 ° I I (BY ARCH) I O T# TRANSFORMER NO. Cn # HUB NO. ~ ° o HOME RUN WIRE LJJ II , O FROM TRANSFORMER TO INTELLI-HUB. SEE TRANSFORMER LOAD CC L J CALCS FOR SIZE AND QUANTITY. LJJ T O C J HOME RUN WIRE O T1 -- FROM INTELLI-HUB TO S-HUB. SEE TRANSFORMER LOAD CALCS FOR o Q 2 PROPOSED � SIZE AND QUANTITY. � I ° RESIDENCE LEAD WI RE (SEE TRANSFORMER LOAD CALCS FOR SIZE AND QTY) O II O -- LIGHTING GENERAL NOTES : °a I � I � o _ 1 . This plan is intended for landscape lighting purposes only. All lighting fixtures and transformers U LO PC shall be installed per manufacturer's specifications. It is the contractor's responsibility to --_I— maintain compliance with the National Electric Code (current edition) and all local building z O F-� safety codes and ordinances. Q V o + ;;L; — -- 2. Fixtures are shown in approximate location. The contractor shall field verify the actual J COVERED PORCH — I ILL_I (BY ARCH) placement of each fixture upon completion of landscape installation. A I--- +'fi1� ' 3. All pathlights to be installed at a minimum of 18" from any sidewalk edge or structure. ° — I 4. All hubs shall be labeled and installed primarily in planter areas 2" above finished grade; or in SMRT-T + + . + _ I I I I a readily accessible area that does not obstruct pathways, drainage swales or common areas. °° OH + 5. All "Home Run" wire shall be labeled and installed at a minimum depth of 6" or per local Stamp: O I I I I I I I I + electrical codes. All fixture lead wires shall be installed at a minimum depth of 6" or per local + I I I I I I I I I I I electrical codes. + ° ° I I I I o + PROPERTY LINE 6. In order to minimize future disturbance, all wire runs shall be installed parallel and adjacent to ° ° ° ° ° ° ° ° ° o ° + + hard surfaces such as sidewalks, driveways and walls. PROPERTY LINE + + + + + + + ° +T + + ° --�--- ---+--- I I I I I 7. The installing contractor shall be responsible for installing sleeves under the hardscape + + + + + + oI I I I ❑ H ° I I I I surfaces, using a minimum 1-inch dedicated PVC pipe. ----I--- ---+--- I I 8. Contractor shall not cut the wire leads from the fixtures. Coil and bury excess wire at the fixture and leave a minimum of 2' coiled in each hub. 9. All underground splices shall be installed in approved in-ground hubs with water-tight (E) SIDEWALK connections. o � 10. All exterior 120-Volt electrical outlets shall be GFI protected as per National Electrical Code. Date No. Revision Notes ° I I I I 11 . All transformers plugged into an outdoor receptacle shall have an "in use" cover. 311112022 1 CITY COMMENTS Contractor shall install weatherproof covers at all outlets. 12. All plug-in transformers shall have a "Drip Loop" in the power cord. 13. All exposed conduits shall be painted to match surroundings. B 0 N N Y DRIVE 14. All exposed wires shall be UV rated, protected and painted. 15. The installing contractor shall be responsible for adjusting the fixtures at night in order to help EX.88 reduce glare and to archive optimum lighting effect intended by the lighting design. 16. The Glare Control kit shall consist of a rotational shroud, frosted, linear and spread lens and a hex louver to minimize glare up to a 45 degree angle. 17. A frosted lens shall be used in any down light that is placed under 12' in height. FOR ANY QUESTIONS. PLEASE CONTACT UNIQUE LIGHTING SYSTEMS. TOLL FREE @ 1 -800-955-4831 Issue Note Project ID DESIGN REVIEW 2201-01 Drawn By Reviewed By D1 P1 Date CAD File Name 51612022 0459 Bonny v3 v2022 DR.vwx Sheet Title LIGHTING Sheet No. 0 0 4 8 12 16 20 FT LL1 ■ SCALE: 118" = 1'-0" Community Development Department Planning Division - Cupertino -CUPERTINO APPROVED Case# R-2022-006, A TITLE REPORT 280 Approva y: Director/Staff FIDELITY NATIONAL TITLE COMPANY 07/06/22 J r ��l J. �1 �' �� �� O TITLE NO. FSBC-0302101353-DG STEVENS CREEK BLVD Approva I to � J 9 1 �� J Signature JeffreyTsumura r - r� r r DATED JULY 19, 2021 Case Manager r_�1Fr11�1r RESIDr1�Jrr z Q O < z TREE #13 } w w MULTI-STEMS o m �� w Q 4 , 4 , 4 DBH LEGAL DESCRIPTION. MCCLELLAND RD o Q co w +I TREE #11 WOOD FENCE o wCl- TREE #14 THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF CUPERTINO, COUNTY OF SANTA m ¢ L N UTILITY POLE MULTI-STEMS aco 8" DBH 3", 5", 5", 3" DBH CLARA, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: Q BOLLINGER RD - x N00°00 00 E 79.40 DH W OH W OH W i70H OH W OH �� OH W` OH OH W OH W OH W- ALL OF LOT 3, AS SHOWN UPON THAT CERTAIN MAP ENTITLED, "TRACT NO. 3640 PARADISE WEST o w 1.3'f 104.00 103.96 103.80 104.13 �IU, ADDITION", WHICH MAP WAS FILED FOR RECORD IN THE OFFICE OF THE RECORDER OF THE COUNTY SITE TREE 12� 2.3't MAX WOOD TREE #15 OF SANTA CLARA STATE OF CALIFORNIA ON JANUARY 8 1964 IN BOOK 171 OF MAPS, AT PAGE 36. 85 it TREE #10 y103.7 3" DBH 4 DBH o Q MULTI-STEMS Gyx x103.63 RETAINING WALL )1,03.31 V " TREE #16 z 4 , 2 DBH O X " o - - - - - - - - - - - - - -�1- - - - - - - ti� - - - - - - - - TW 103.98 - 101_78 - - - 101.74 - - DBH - - - - - - - - - - - - _ EXCEPTIONS AND EXCLUSIONS: x X 101.91 x101.70 103.38 TW 104.02 TW 104.10 102.10 .01.:88. . 10 . 2 0 102.17 102.15 103.30 103.32 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 101.68 ® INDICATES TITLE REPORT ITEM NUMBER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 ON.C* . . . . . . . . . .1 .. .. . . . . . . . . WOOD DECK 101:86. 1.02.30 EM ITEMS O THROUGH ® RELATE TO TAXES AND LIENS AND CANNOT BE PLOTTED. ... . . . . . . . . 103,29 VICINITY MAP X 10.1:82. . . . . . . . . . . . . . "� 102:2�; : : 102.OQ. . . .�Q� .8 I�--WOOD FENCE 5 EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO .101.88. 102:3.0. 102.24. 102.20 / O AS DELINEATED OR AS OFFERED FOR DEDICATION, ON THE MAP OF SAID TRACT/PLAT; NOTES. NOT TO SCALE TREE #9 101.90 101.91 x x STOOP 102.6.4 . 101:91. . . . . . . . . . . TREE 17 7" DBH . . . . . . . . . 101.85 # 102.07 . . 10266. X102.. . .. . MULTI-STEMS PURPOSE: PUBLIC UTILITY EASEMENT 1) RECORD INFORMATION AND PROPERTY DESCRIPTION ARE PER TITLE REPORT LISTED HEREON. 102:23 . 7-3", 4", 4", 5" DBH AFFECTS: THE WESTERLY 10 FEET AND THE EASTERLY 2 FEET 102.03 , CON.0 . PURPOSE: WIRE CLEARANCE EASEMENT 2) UTILITIES SHOWN ARE BASED ON OBSERVED EVIDENCE AT THE TIME OF THE FIELD SURVEY. 101.98 x j 102.24 ADDITIONAL RESEARCH AND INVESTIGATION WOULD BE REQUIRED TO DETERMINE THE EXACT 102.10 x 2. AFFECTS: THE EASTERLY 5 FEET OF THE WESTERLY 15 FEET LOCATIONS OF UNDERGROUND UTILITIES. DO NOT RELY ON THIS SURVEY FOR SUCH TREE #8 x 102.01 . . . . . . . . . . . . . . . . . . . . . .101.90. 5" DBH 102..28. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .x. LOCATIONS. SOME UTILITIES COULD BE COVERED BY STRUCTURES OR OBJECTS SUCH AS 102:25 102:24 ITEMS © AND O RELATE TO CC&R S AND DEEDS OF TRUST, AND CANNOT 0 10.2.3.3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .t01.97 a, AUTOMOBILES, TRUCKS, CONTAINERS, ETC. Lq 102.35 STOOP 1a2.27 it.69 1.02.25. BE PLOTTED. rn A/C PAD / 102.70 1.01.. 6x x101.94 .1.02.1.1. . X101.92 TREE 7 102:78 0 3) ALL DISTANCES SHOWN ARE FEET AND DECIMALS THEREOF. # r w 10" DBH 102.34 b J J 2 CD TREE #6 LOT 3 171 M 36 STOOP o, L J r �� BENCHMARK. 4) NO SANITARY SEWER CLEANOUT WAS LOCATED DURING THE FIELD SURVEY. r 4" DBH 2.03 !:E - r� r 5 ALL TIES SHOWN HEREON ARE PERPENDICULAR UNLESS OTHERWISE NOTED. CD 102.20 I , 6 ) ( 1 1 l �1 J J ) rn 102.24 EXISTING SINGLE STORY RESIDENCE ( 1 1 1 /1 J J 102;01. . / BENCHMARK ID: LOCAL BENCHMARK r)(1S]ING z x101.91 X FF 103.3 TREE #18 101.52 r��15 rl1\lr DESCRIPTION: SET CUT X IN CONCRETE IN TOP OF CURB OF 10459 BONNY DRIVE. 6) SURVEY UPDATED 11/9/21 TO INCLUDE TREE TAG INFORMATION RELATED TO TREE MULTI-STEMS % ELEVATION: 100.02' (ASSUMED) INVENTORY IN THE PROJECT ARBORIST REPORT DATED 9/19/21 AND PREPARED BY HMH. k r 51 D r 1\1 r r WOOD FENCE` / (2,145 SQ. FT.±) 7» 7 5" DBH R E S I D E IN r r COVERED I PORCH WOOD TRASH BIN {{. CHIMNEY STORAGE CANOPY % 10.1:82 / BASIS OF BEARINGS. REFERENCES. 101.95 101.36 101.95 X 02.01 1... ... . . 3� x 102..63. . . . . . w� THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF MCCLELLAN DRIVE, INDICATES REFERENCE NUMBER > . . . . . . . . . .102:60 10108 TREE #5 101:9.0 . . THE BEARING BEING N89°56'35"E AS ESTABLISHED BY FOUND MONUMENTS SHOWN ON ( ) TRACT 3640 (171 M 36) (2) MULTI-STEMS 101.88 . . . ROOF PEAK TRACT NO. 3640 PARADISE WEST ADDITION (171 M 36). (2) TRACT 5621 (403 M 33) 14", 13", 8" DBH CONC. . . . . . . . . EL. 115.03� I. . . . . . . . . 102.17 p� x 101. 10256. . . . . . . . . . . . . . . . cM. . .°I�. .101.:86 101.85 . 102.00x 102.03 x 102;00. . . . . . . . . . . . . . . . . . "�. 1 ASSESSORS PARCEL NUMBER: FLOOD ZONE: 101.87 101.83 101.82 101.:84 . 101: 0 101.99 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. . . .58 359-13-016 ZONE X SHADED : AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE x 101.62 101.59 ( ) Q 101.77 I FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOD OR WITH DRAINAGE Q SHRUBS AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES 101.68 �,, . . . . . . . . . . . . . . . . .� 0 x 0 code � FROM 1% ANNUAL CHANCE FLOOD. o Z x101.82 D.W SHRUBS AREA. w Z Q 101.45 �I SOURCE: FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), x101.30 TREE #3 N TREE #1 7,503 SQ. FT. MORE OR LESS. FLOOD INSURANCE RATE MAP, MAP NUMBER 06085CO208H 100.86 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w 6" DBH M w 4" DBH X o DATED: MAY 18, 2009 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - co x 100, X 100.45 _ _ _00 73 _00 00 E 79.40 100.40x . . . . . . _ _ i 100.17 I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00 ¢ 1 . . . . . . . . . . . . . . 100.52. .+I 100.57. . . 100:36. . 10O 3O LEGEND & ABBREVIATIONS . . . . . . . . . . . . . . ... . . . .100:14. z m TREE 4 TREE 2 . . . . .i. . . . 100.62 . . # N # 17.2 f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I.'.'. 4 DBH 6 DBH 100. . 3 I 100.23 . - - 100:15 . . . . . I f 100.0.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - Ise - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / AIR CONDITIONER - - - - -,� -�.-,�.-,� -T.-- . . - � - - - - - - - - - - - SEX 2�GAS - - W BOUNDARY LINE A C 100.41 100,37. . . . . 100.. 100.27 X100.31 100.21 99.75 - - - " wM 99.91 W RIGHT OF WAY 99.92 199.98 99.83 99.77 99.72 100.17 99.59 99.69 99.52 99.43 �' o BM BENCHMARK o - STREET CENTERLINE 1 H 99.87 99.83 99.72 99.56 � o CONC CONCRETE 99.95 I 2" GAS MAIN PER o TREE 1 TREE ;I, J 99.90 o i EDGE OF N x J TOP OF x z -------------------- TIE LINE DBH DIAMETER AT BREAST HEIGHT YELLOW USA MARKINGS 1 C 1 PAVEMENT 100.13 I�„I VERTICAL CURB LOCAL BM �-) ADJACENT PROPERTY LINE SS LATERAL PER I"'Ix100.20 SET CUT X IN CONC 100.01 I 0 DW DRIVEWAY SSMH RIM 103.00 100.44 » » x EL. 100.02 I X99.94 SSMH RIM 98.68 EXISTING STRUCTURE I I '� S MARK IN CONC �'1'J I I EL ELEVATION - - - - - - - - EXISTING UTILITY PIPE - - - - - - E EX SS�- - - - - - - OH W OVERHEAD WIRES EX EXISTING I/ - - I I/ FF FINISHED FLOOR 1 I FENCE LINE I 1 _ LAT LATERAL - 189.68' - 00.55 - �100.48 - NO°00 00 E 583.94 - - _ _ - - ■ O FOUND STREET MONUMENT 1 (1)(2) 100.40 X 100.32 x I � 1 0 (1)(2) (1)(2) LS LANDSCAPE 100.20 I EM EXISTING ELECTRIC METER OHW OVERHEAD WIRES GM EXISTING GAS METER BONNY DRIVE n n R=300.00 PUE PUBLIC UTILITY EASEMENT (56' RIGHT OF WAY) IXI Ixl A=0°32 45 0 EXISTING WATER METER SS SANITARY SEWER +I >< >, L=2.86 0 WATER FAUCET Co LJ U SSMH SANITARY SEWER MANHOLE N i x 103.30 GROUND ELEVATION SW SIDEWALK - - FIRE HYDRANT -- - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - EXISTING FIRE HYDRANT TW TOP OF WALL - - - - - - - - - - SEX W� - - - - - - - - - - - - - - - - - - 0 SANITARY SEWER MANHOLE W WATER WS WATER SERVICE 0 L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10459 BONNY DRIVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOPOG C & BO DA SU y SURVEYOR'S STATEMENT: CITY OF CUPERTINO SANTA CLARA COUNTY CALIFORNIA THIS TOPOGRAPHIC AND BOUNDARY SURVEY REPRESENTS A SURVEY BY ME OR UNDER MY DIRECTION. LAND SCALE: V = 10' DATE: NOVEMBER 9, 2021 SHEET NO. 11/9/21 7960 SAN RAMON (925) 866-0322 Cb SACRAMENTO (916) 375-1877 MARK H. WEHBER DATE r� ��Q WWW.CBANDG.COM REGISTERED L.S. NO. 7960 qTF OF OA��FO� a 0 10 20 30 CIVIL ENGINEERS SURVEYORS PLANNERS OF 1 SHEETS JOB NO.: 3085-000 cli N FA3085-0001CUPERTINOM459 BONNY DRIVEMADIEXHIBITSM-LOT SURVEY 10459 BONNY DR.DWG