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Approval Set Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2021-052 Application Number(s) Approval Body: Director/ Staff Approval Date 04/22/22 Signature Jeffrey 1 Case Manage 4 La F:arge L:) r. OWNER: Cupeilino, SHEET INDEX Thomas James Homes ARCHITECTURAL LANDSCAPE 255 Shoreline Dr STE 428 A0.0 Cover Sheet 1-1 . 1 Layout Plan Redwood City, CA 94065 D1 .0 Demo Plan 1-1 .2 Construction Details A1 .0 Proposed Site / Data L2. 1 Irrigation Plan January25th, 2022 Phone: 650.382.0648 A1 . 1 Lot Coverage L2.2 Irrigation Details A2.0 First Floor Plan L3. 1 Planting Plan PlanningCnthia Thiebaut Contact A2. 1 Second Floor Plan L3.2 Planting Details y A2.2 Square Footage L3.3 Tree Protection Plan cthlebaut@t�husa.com A3.0 Exterior Elevations / Roof CIVIL A3. 1 Sections 1 Topographic Survey ARCHITECT: A4.0 Privacy Planting KTGY Group, Inc. SQUARE FOOTAGE 1814 Franklin St. Suite 400, e Square Footage Per CityStandard : Oakland, CA 94612 q g 1st Floor (Excluding Garage) : 1234.68 s.f. Phone: 510.272.2910 2nd Floor: 1099.48 s.f. Garage: 431 .90 s.f. Contact Total Area: 2766.06 s.f. Franklin La Pointe flapointe@ktgy.com ADU Area: 522.58 s.f. Square Footage Per Industry Standard : CIVIL ENGINEER: 1 st Floor: 1235 s.f. 2nd Floor: 1068 s.f. CBG Total Living: 2303 s.f. 2633 Camino Ramon #350 Garage: 432 s.f. San Ramon, CA 94583 Total Area: 2735 s.f. son* VICINITY MAP Phone. 925.866.0322 rT - ` 1.UV,xn' 7480 - A1 LANDSCAPE . e+ Jul Jul I a all i to ,WW ROACH & CAMPBELL i i'gall o 4 y 1 , + - r' - • do 111 Scripps Drive - _ -•' = , Sacramento, CA 95825 f1lAS F a i. •a. 4 F 0 6 .. Phone: 916.501 .4646 1 ' — r' a l Y '« *`• t [ - o ; 3 v ■. a i� •di. oM AS JQ�,s K28A-F H Architecture + Planning 888.456.5849 7480 De La Farge Drive SCHEMATIC DESIGN COVER SHEET • Tj► ktgy.com Cupertino, CA #2021-0609 JAN 25, 2022 AOmO i 'yOMF-S ` I Community Development Department EXISTING Planning Division - Cupertino j CUPERTINO APPROVED TABLE 1: PROJECT DATA RESIDENCE j Case # R-2021-052 Address: 7480 De La Farge Drive APM: 359-26-037 ApplicationNumber(s) Zoning District: R1-6 Lot Area: 6,164 SQ FT Approval Body: Director/ Staff Land Use: Low Density Approval Date 04/22/22 Lot Width: 60' Lot Depth: 103' Signature . Jeffrey Tsumura Residential (1-6 du/ac) (OFF-SITE) TREE #175 Case Manager DEMOLISH EXISTING ONE-STORY SINGLE FAMILY HOME WITH ATTACHED GARAGE. CONSTRUCT A NEW NON-PROTECTED TWO-STORY HOME 4 BEDROOMS WITH ATTACHED 2-CAR GARAGE AND ATTACHED ADU. cHINESE PRIVET DBH) EXISTING TOO R REMAIN DEVELOPMENT STANDARDS (OFF-STE) TREE #176 NON-PROTECTED TREE #174 STANDARD EXISTING CODE REQUIREMENT PROPOSED EKSTING 6' WOOD NON-PROTECTED CHINESE PRIVET (4.5 DBH) FENCE TO BE TULIP POPLAR 19 DBH SETBACKS: CUPERTINO MUNICIPAL CODE CMC Chapter 19.28.070 EKSTING TO REMAIN ( ) ( � h R OVED TYP. TO BE REMOVED FIRST SECOND FIRST SECOND FIRST SECOND NEW 6' OOD 60'-0" FENCE TYP. MHO MHO MHOFx _1 HO M 0 MHO MHO Mid MHO MHO — MHO MHO MHO FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR _ — x — x x x >: � c�ri x FRONT 23' N/A 20' 25' 20' 30' T - - � 0 NOTE: THE m _ — — — — — m o p SPECIFICATION FOR _ __ _ _ ---- _ - - - - - - _ — — — — Q — -o -- — REAR 27' N/A 20' 25' 20' 29' `� vi N � � I THE AC SHALL BE _ J = PROVIDED THAT SIDE (LEFT) 7' N/A 5' 15' 10' 15' - ------ -- -- °' - - - - " - - - - - - ! iNOIcaTESTHE DBa - - - - -- - - - - - - - � - o % z LEVEL AT THE SIDE (RIGHT) 7' N/A 5' 15' 5' 15' N N - N �O RECEIVING PROPERTY TOTAL SIDE 14' N/A 10' 30' 15' 30' M o "' - I LINE CANNOT EXCEED co CN 50 dBa. F ___ _-_ �- S NEW 6' WOOD i FENCE TYP. 77/77777777 0 II II I LOT COVERAGE: CUPERTINO MUNICIPAL CODE (CMC) Chapter 19.28.070 j TOTAL LOT COVERAGE 11820 SQ FT 2,773.80 SQ FT* 2,385.61 SQ FT II II SQUARE FOOTAGE: ExISTING 6' WOOD I _� F i�J FENCE TO BE - BELOW GRADE N/A N/A N/A REMOVED TYP. 1'I Second r-f Floor Line I 1 ST FIRST FLOOR EXISTING S.B. EXISTING (EXCLUDING GARAGE) 1,287 SQ FT N/A 1,234.68 SQ FT RESIDENCE 15'-0" 2ND F R S.B. I RESIDENCE I I SECOND FLOOR N/A N/A 1,099.48 SQ FT o L PROPOSED 2-STORY 00j GARAGE 533 SQ FT N/A 431.90 SQ FT N RESIDENTIAL BUILDING _ I o o TREE #173 I I DETACHED BUILDINGS N/A N/A N/A NON-PROTECTED I X JUNIPER (19 DBH) I 15-0" 2ND Fl.R S.B. EXISTING 6' WOOD TOTAL 1,820 SQ FT 2,773.80 SQ FT 2,766.06 SQ FT TO BE REMOVED / FENCE To BE _T REMOVED TYP. ADU N/A T_ N/A 522.58 SQ FT 20'-6" 2 FLR S.B. 2- AR *F.A.R. 45% of lot area I GA AGE j TELE / CABLE � ELEC METER GARAGE PARKING: I II First Floor l CUPERTINO MUNICIPAL CODE (CMQ Chapter 19.124 A/d Line # OF PARKING SPACES 4 4 4 NEW 6' WOOD Z / NEW 6' WOOD FENCE TYP. FENCE TYP. INTERIOR GARAGE I Roof J 1 TREE #172 verhang �� 2 '-1' (5 M x. DIMENSIONS PER SPOT 21'x25' 10'x20' 20'-1"x20'-1" NON-PROTECTED Line of Fr ntag ) GARAGE WIDTH AS A To BEAREMovED I ----- -------------- -fi -! - ---�-- --- - 'fl' 1�T---------------- ------------------- - - PERCENTAGE OF THE 1 -411 2 " m FLR 5 B. FRONTAGE WIDTH 35% 50% 33% 1 10'- " co , - m �� `� w FLRIS.B. � � � 20i� 0' DR V W ��HEIGHT: CUPERTINO MUNICIPAL CODE (CMC) Chapter 19.28.070 NEW TREE PER LANDSCAPE 0 �� ARK( G TREE #171 MAIN BUILDING HEIGHT 16 28 27 -51I r r z G NON-PROTECTED ACCESSORY BUILDING i I JUNIPER (24 DBH) N Ll o CONCRETE Cv TO BE REMOVED HEIGHT N/A N/A N/A DRIVE IMPERVIOUS PAVING: SEE DIAGRAM SHEETAI.1 ci � I ntla e x .5 = 30'-0") LOTS <60' WIDTH 50% FRONT YARD AREA 40% LOTS >60' WIDTH 40% FRONT YARD AREA d I TREE #170 PROTECTED RED HORSECHESTNUT (12 DBH) I EXISTING TO REMAIN I -------------- - ----------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - De La Farge Drive 7472 De La Farge Dr. 7480 De La Farge Dr. 7488 De La Farge Dr. STREET SCAPE oM AS JQ�, K28A-F H �� s Scale: 1" = 10'- ' Architecture + Planning 7480 De La Farge Drive SCHEMATIC DESIGN 1 g I SITE PLAN 888.456.5849 Tj ►� ktgy.com Cupertino, CA #2021-0609 JAN 25, 2022 0 5 10 20 Al 00 S 'yOMF-S Community Development Department Planning Division - Cupertino CUPERTINO APPROVED Case # R-2021-052 Application Number(s) Approval Body: Director/ Staff BLOCK CALCS : BLOCK CALCS : Approval Date 04/22/22 Signature Jeffrey Tsumura Case Manager 0 HOUSE - 1 ST FLOOR 0 ROOF OVERHANG - 1 ST FLOOR 1 . 14'-2" x 7-5 .5" = 105 .66 SQ . FT. 17. 1 1 '-7" x 1 '-0" = 11 .58 SQ . FT. " = 18. 1 '-0" x 8 - 1 .5" = 8. 13 SQ . FT. 2. 30 10 x 17 4.5 535 .73 S Q . FT. 30'-4"' 15'- 1" '_ '1 '- " = 1 2 '- 1 " x 1 '- " = 2 1 FT 2 �� 3 . 24 5 .5 x 5 0 122.29 SQ . FT. 9 . 0 .5 0 0 . 3 SQ . I s I 4. 21 '-5 ,5" x 3'-0" = 64.38 SQ . FT. 20. 1 '-0" x 21 '-0" = 21 .00 SQ . FT. 5 . 24'-5 .5" x 12'-6 .5" = 306 .75 SQ . FT. 21 . 3'-0,5" x 1 '-0" = 3.04 SQ . FT. BLOCK CALCS : � 6 . 12'-3,5" x 8'- 1 .5" = 99 .87 SQ . FT. 22. 1 '-0" x 17'-7.5" = 17.63 SQ . FT. SIN 16 `Y' 23 . 4'-0,5" x 1 '-0" = 4.04 SQ . FT. I � r � 00 '-2" 15'-2" TOTAL = 1234.68 SQ . FT. 24. 1 '-0" x 18'-0" = 18 .00 SQ . FT. 0 IMPERVIOUS SURFACE ��N 15 ��N o 25 . 16'-7,5" x 1 '-0" = 16 .63 SQ . FT. �� _ � � � o �� GARAGE 26 . 1 '-0" x 5'-8.5" = 5 .71 SQ . FT. 35 . 4 -2 x 20 -0 83 .34 S Q . FT. I 0 36 . 20'-0" x 13'-4" = 266 .67 SQ . FT. ' ' ' 7. 3'-0" x 3'-0" = 9 .00 SQ . FT. 27. 30'-4.5" x 1 '-0" = 30 .38 SQ . FT. 37. 18'-0" x 6'-8" = 120.00 S . FT. ; = 8. 18'-6" x 20'-6 .5" = 380.02 SQ . FT. 28. 1 '-0" x 20'- 1 .5" = 20 . 13 SQ . FT. Q - 29 . 2'-6" x 1 '-0" = 2.50 SQ . FT. r 14 ; o 0 �o ,o , 9 . 2'-0.5" x 21 '-0" - 42 .88 SQ . FT. 38. 2 0 x 6 8 x .5 6 .67 SQ . FT. I 10 o r - r 31 , � - 1 30. 1 -0 x 6 -0 - 6 .00 S Q . FT. 30'-10" - - 11 12-12 TOTAL = 431 .90 SQ . FT. _ 31 . 21-611 x 1 1-0112.50 SQ . FT. TOTAL = 476 .68 SQ . FT. I 0 21 32. 1 '-0" x 34'- 1 1 " = 34.92 S Q . FT. LO 2 33. 12 -3 ,5 x 1 '-0" = 12 .29 SQ . FT. CD 4 - PORCH & MISC . 34. 1 '-0" x 2'-0" = 2.00 S . FT. M _ � Q MAX. IMPERVIOUS SURFACE: 11 8 1 9 13 . 12'-7" x 7'- 1 .5" = 89 . 66 SQ . FT. FRONT SETBACK AREA = 1200.00 S . F. I 1-0 F - � - o ; 14. 1 '-6" x 6'-0" = 9 .00 SQ . FT. TOTAL = 236 .61 SQ . FT. 50% MAX. SURFACE ALLOWED L - � � _ � - s 15 . 16 8 x 7 -5 .5 124.31 S Q . FT. 1200.00 S . F. X .5 = 600.00 S . F. MAX. 19 I 16 . 30'-4.5" x 8'-6 .5" = 259 .45 SQ . FT. PROVIDED : 40% r�N © 12-'00 TOTAL = 482.42 S Q . FT. � n1L � 1 I 1 12'-3�„ ' -0 L -1 - 2 2-2 18-6 1 - - r J � I I i o ' ADU 0 2 ,-o„ - - __ _ 10. 12'- 1 .5" x 20'- 1 " = 243 .51 S Q . FT. 11 . 15'-2" x 4'-9" = 72.04 SQ . FT. 12. 15'-7,5" x 13'-3" = 207.03 SQ . FT. 0 0 00 N 0 38 = TOTAL = 522.58 S Q . FT. First Floor 18'-0'' -o' MAIN HOUSE COVERAGE 60'-0'' MAXIMUM LOT COVERAGE 6, 164.00 x .45 = 2, 773 .80 SQ . FT. (45%) First Floor ACTUAL LOT COVERAGE 1234.68 + 431 .90 + 482 .42 + 236.61 = 2,385 .61 SQ . FT. (39%) MAXIMUM IMPERVIOUS SURFACE 00As J4 K28A-FH l� Architecture + Planning 74 D L F r Drive SCHEMATIC MAT I DESIGN I I I I LOT COVERAGE • 888.456.5849 Tj �0 e a age e S C CScale: 1/8" = 1'-0" ktgy.com Cupertino, CA #2021-0609 JAN 25, 2022 0 4 s 16 Al ol r z_ m Community Development Department p 0 I Planning Division — Cupertino � -CUPERTINO APPROVED 1 Case# R-2021-052 V 1 Application Number(s) U , Approval Body: Director/Staff � r— Approva I Date 04/22/22 1 Signature Jeffrey Tsumura —�N v? 1 Case Manager I 1 10' 0 30'-421I " - 2 4'-0" CD F -1 � ac pad (ADU) 3050 SH 3050 SH L - o 0 N N ❑ Q❑ 0 Living ; 1 '-8" x 15 o" 1 l_011 MI 1 [ADU S. o L 44 1 N co 1 Outdoor Living N o Floor Plan Summary: Space o N Main House : -1 30-4 x 16-0 3060 S H 3060 S H 3060 S H 1 I ekt 4 Bedrooms _ CD F CD 3.5 Baths -AiC-t 40+ � _ _ - - _ _ - - - � - � E 1 �fe� l 2302.32s .f. Living I V) Dining Room , ❑ 10 13-Y x 1 1 '-0" 0 1 ADU : 1208 MULTI-S IDE GL. DR. (TEMP) I 1 Bedroom Bath a N 2480 , I 1 Bath LO 1 o � - - - - �' 522.58 s .f. Living I�aund. 1 2,826 .39 Total Living 00 1 o o .I N 1 0� 1 co ° 010 = 1 ' I L _ Kit hen � 0 o 1 - - - _ o FAR Requirement: (Main House Only) e o Qo pdroo 4-10-� 1 11 •I 0' o" x 5-4" _ 6 - 1 Y-8" x 1 1'-0" N Lot Size : 6164 s .f. - 1 0 � I N ' I o FAR Max. : .45 C) NO 11 c 1 - - 6164 x .45 = 2773 .80 s .f. Max. s I jLui 111 ( Includes Garage) o III 1 N 11 1 1 1 1 1 1 1 1 Gar ge IL 20-1 20-1 2680 pantry 0 I FAR Provided : m I I I I I I Itl � �' III 1 1 11 I l t Floor: 12 f O CDI 1 1 11 _ I S 00r• 34. 68 S . EwHI ; Garage : 431 .90 s .f. L n Subtotal : 1666.58 s .f. o j 2880 I CD CO LUth 3 0 I CDr 2nd Floor. 1099 .48 s.f. N o0 N N Total : 2766 .06 s .f. 10 Drop I I� F — — — 1N Zone i tee. / ac pad I c ble Main I n I / L —I I � I meter II I oil L= o -P-d 00 - - - - - - 0 0 N 1060 FG 1060 FG 2030 SH i Bedr (TEMP) (TEMP) 1 1 '-4" ' 0' 0 Porch 0 N - - - - - - CD LO �G N ❑ N U 3060 SH 3060 SH ` 5' 0" Min. 1 '1 o V; 10'-0" Min. Setback 12 -32 2 S tback N � **11111100 �oVAps J-4 K28A-F H ' Architecture + Planning Tj 7480 De La Far a Drive SCHEMATIC DESIGN Scale:11,4"= 1' °" FLOOR PLANS • 888.456.5849 g ► ktgy.com Cupertino, CA #2021-0609 JAN 25, 2022 0 2 4 a A200 'y o M Sr' OM Community Development Department Planning Division — Cupertino -CUPERTINO APPROVED Case# R-2021-052 Application Number(s) Approval Body: Director/Staff Approva I Date 04/22/22 Signature Jeffrey Tsumura U Case Manager I N - - - - - - - - - - - - - - - - - - - I I 1 A-A3. I 1 I I I I 1 - - - - - - - - � I I I I I I i i I I I I I I I 1 300 TY P. 1 1 1 1 1 1 1 I I 1 050 SH 3050 SH 3050 SH 1 1 I 1 2040 SH 2O40 SH U_ 1 I 1 (TEMP) (TEMP o 1 I \ o 1 ❑ 1 J 1 V) 0- 1 1 CD L Pri m ary CD Bedroom I 13'-3" 15'-0" 1 a ; PRIVACY PLANTING o Primary �0 REQUIREMENT PER C C Bath n "' U 1 Section 19.28. 120 IF I� I IIII oN I III 0 i (SEE SHEET A4.0) I II 1 I U 1 000 0 1 � 3050 SHON 1 00 X L NCa i 5080 BI-PASS 1 W.I.0 o II 0 1 I 23 -3 L.F. II o 1 II N L = _ _ _ _ _ _ _ _ _ ❑ - - Bedroom 2 1 I � 11 '-7" 11 '-0" — — — — — — — �- - � �I � l low linen Jl o 1 ml o LL1 c� C� N 0 1 ` I Lr)0 1 2680 0 m NI o 1 C4 do 04 00 L 5080 BI-PASS c� ❑ I / 2020 FG 0 0 1 00 00 2480 1 04 N Bath 2 a 1 Laund. 00 N Bedr om 1 CD 15-0" Min. Setback I ❑ 11 '-1" x 1 1 '-0" ❑� 0 15 -0 Min. Setblack N I 1 Fh —71 1 1 1 1 I I 1 2030 SH 2O30 SH 1 3050 SH 3050 SH (TEMP) 1 1 3016 FG 3016 FG 1 1 1 - -AB-OBE- -ABW - - - - - - - - - - - - + - - - - - - - - - - - - � 1 F- - - - - - - - - 1 1 I 1 1 - - - - - - - - - - - - - - - - - - - - - - � I 1 I I I I I 1 I I 1 I O � - - - - - - - - - - -� — � L J N O�AS JQ�� K28A-F H _ Architecture + Planning 7480 De La Farge Drive SCHEMATIC DESIGN Scale: = 1,1 888.456.5849 FLOOR PLANS • Tjktgy.com Cupertino, CA #2021-0609 JAN 25, 2022 0 2 4 s A201 k0 M ES Community Development Department Planning Division - Cupertino CUPERTINO APPROVED Case # R-2021-052 Application Number(s) Approval Body: Director/ Staff Approval Date 04/22/22 Signature Jeffrey Tsumura Case Manager BLOCK CALCS : BLOCK CALCS : 0 HOUSE - 2ND FLOOR 15'_,2' 0 HOUSE - 1 ST FLOOR F -1 F 13 . 14'-2" x 17'-7" = 249 . 10 SQ . FT. 1 . 14'-2" x 7'-5 .5" = 105 .66 SQ . FT. 14. 1 1 -8 x 19 -9 = 230.42 S Q . FT. 2. 30 - 10 x 17 -4.5 = 535 .73 S Q . FT. 15 . 18'-4" x 61 - 1 ,5" = 112.29 SQ . FT. , M 3 . 24'-5 ,5" x 5-0" = 122.29 SQ . FT. 1 1 '-8" L 14'-2" - _ 14'-2" 15'-2" - - _ 16 . 22 10.5 x 7 -7.5 174.42 S Q . FT. I 4. 21 15 .5 x 3 0 64.38 S Q . FT. 17. 24 -6 x 10 -9 .5 = 264.40 SQ . FT. _ 11 5 . 24 -5 .5 x 12 -6 .5 = 306. 75 SQ . FT. J' 18. 12 -0 x 1 -0 - 12 .00 SQ . FT. a 6 . 12 -3 .5 x 8 - 1 .5 - 99 .87 SQ . FT. - 13 - I � II - F J o- 14 TOTAL - 1042.63 S Q . FT. I Ul _ TOTAL - 1234. 68 S Q . FT. o11 ❑❑ °0 o r L I� STAIRS � c 0 10 N GARAGE II 15 � � " ° �N 19 . 1 '-7.5" x 7'-7.5" = 12.39 SQ . FT. ' 30'-10 �I '2'-12' 7. 3'-0" x 3'-0" = 9 .00 SQ . FT. L 8'-4' � Q Q - - J ° 20. 5'-6" x 8'- 1 " = 44.46 SQ . FT. III I _ I _ IIIIIIII I °16 2' 3 9 . 2'-0.5" x 21 '-0" = 42 .88 SQ . FT. 22' `n - � 4 TOTAL 56.85 S . FT. - � I Q , ° IN 19 9 TOTAL = 431 .90 S Q . FT. ° o _ N N In TI_7I ,- „ 2ND FLOOR TOTAL - 1099 .48 SQ . FT. �N F �- 5 24 6 I ° $ _ N ° II - ❑❑� J 1ST FLOOR TOTAL = 1666.58 SQ . FT. I 2 - - f � 12'-0" T - - - - - - - - - - - - - - - - - - - J I - -IN © 0 A D U _ - - - - - - - � °° ±E: 10. 12'- 1 .5" x 20'- 1 " = 243 .51 SQ . FT. 12'-32" 12'-2" 18,_6„ " 11 . 15'-2" "x 4'-9 = 72.04 SQ . FT. 12. 15'-7,5" x 13'-3" = 207.03 SQ . FT. TOTAL = 522.58 S Q . FT. Second Floor First Floor MAXIMUM TOTAL FLOOR AREA 6, 164.00 LOT x .45 = 2, 773 .80 S Q . FT. (45%) PROPOSED TOTAL FLOOR AREA 1 , 666.58 + 1099 .48 = 2, 766 .06 SQ . FT. (45%) ADU FLOOR AREA = 522.58 SQ . FT. nkSK28A-FH Architecture + Planning 7480 De La Farge Drive SCHEMATIC DESIGN Scale: 1,8 - 1 0 SQUARE FOOTAGE 888.456.5849 ' ktgy.com Cupertino, CA #2021-0609 JAN 25, 2022 0 4 8 16 A202 HO ,{F-S Communit"y Deavele ri e IpepList:a ent �I n Cyor� ftinun Tile Roofing CUPERTINO APPROVED Case # / 1 temItt) F i n i s h Application Number(s) Approval ) 31 Cromentitious Board & Batton Siding Approva I 04/22/22 Signature 41 ef Ill T a q —� �� 1 w/ 2x On Edge se anager UTTER &DOWNSPOUTS: OGEE GUTTERS At Head and Sill (Typ . ) _ DS DS = ----------2 10 1 6 4 5 9 3 8 7 10 ROUND DOWNSPOUTS DS I N I F5_1 Vinyl Frame Window ( Fyp . ) ------ ----------- ------ w [_61 Fiberglass Front Door 4:12 ' 7 Metal Gara e Door BLDG. HEIGHT +128.50' 1 = �\Q LU DS DS Q [81 2x6 Fascia w/ Ogee Gutter -_____ BRIDGE �� I `" DS =C I i-- _ ----- - _ = DS and Round Downspout I - T.P. +123.77' a:12 =====T==== 1I, _ I CN w CV [-9] Cementitious Columns L_---_ I _- Coach Light - Exterior li htin is Dark SkyCompliant77 �I �� '�0lighting 11_ consistent with CMC Section 19 - 102 . 040 � � I I I $OIIAR CV) � I 100 E B FiR o DS -❑___❑ - � 71 -I w C N Lu `,V L-------I JP�� 7-7 ,r__ S10 I = I Z Z L DS 0 - ---- - _ � Z I Z c - --- 9`�F 4:12Z in ------- —� - F.F. +1 14.71 ' ' 4:12 77 1II1111 � LLJ RIDGE X X > = 4:12 / m 1 250 � °S I Q O 11 250 I CD 1, RIDGE I Ir1 a a 7480 I C`7 I� - N w N - - C I -I N 'L0 O 4:12 - 1-0 O - ----- LO DS ---T--- DS O I I �I N' DI Ds FFE +103.40' G LIP + 2.70 -- I -= N L` - ----'yGo w 4:12 I - = DS r l ... ........................................................................................................................................ ... ..... ..... DS ---�1 I - NG +101 .54' IN +102.22' (Low Point) RIGHT ROOF PLAN LEFT _ PROPERTY I OVERHANG : 12" RAKE :I PROPERTY North Front Elevation LINE ROOF PITCH : 14:12 U.N.O LINE Scale:11/4" = 1'10" 1 I Scale: I1/8" = 1'-0" 1 0 4 8 16 0 2 4 8 9 2 4 3 1 8 5 2 8 1 4 5 3 9 9 1 2 10 4 3 5 8 I I III III Fa 11 1 1 1 1 1 11 1 1 1 1 EEI F�°°��°P� _ o bo Q Ill, hhh, ,ill �N I _ 25° - - ® o I ® - - - - FBI 25 ------------ Ron I O I ------I ---------- -- ----------------------------------------- -- ---------- G+102.50'g )Point NG+102.50' WL NG+101.65' NG+101.54' N NG+10165' NG+102.22'(High . — LEFT (High Point) (Low Point) I RIGHT PROPERTY I PROPERTY LINE LINE I East - Left Elevation South - Rear Elevation West - Right Elevation I Scale: 11/8" = 1'10" 1 1 Scale: 11/8" = 1'-0" 1 1 Scale: 11/8" = 1'10" 1 0 4 8 16 0 4 8 16 0 4 8 16 0OAS J4 i K28A-F H Architecture + Planning �� I Scale:I1/4" = 1'�0" EXTERIOR ELEVATIONS 888.456.5849 7480 De La Farge Drive SCHEMATIC DESIGNA3mO ►� ktgy.com Tj Cupertino, CA #2021-0609 JAN 25, 2022 0 2 4 s 410 M.S Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2021-052 Application Number(s) BLDG. HEIGHT +128.50' Approval Body: Director/StafF Approva I Date 04/22/22 - X Q Attic Signature Jeffrey Tsumura Case Manager LO T.P. +123.77' cY Bedroom 3 o Hall Primary `'r'D LO Bedroom 0�1 CD c� Z F.F. +1 14.71 ' c i i w T.P. +113.46' N O J w 4-- -� O m ; ; Q X Outdoor � � Q CD Porch EntryGreat Room Dining Living o 0 g � i� ; ; N Space r----i FFE +103.40' --If............................................................................................................................................................ ...... ................ Section A - West Scale: 1/4" = 1'i0" 0 2 4 8 BLDG. HEIGHT +128.50' - X Attic 7 T.P. +123.77' Fj r�l CD I CD Hall Bedroom 2 \ ��iVG F�p0 0� +, F � Alf P - z F.F. +114.71 ' 3 T.P. +113.46' N w X x Q O 0 - 25° Q ° o � 25 � o Q LT Mir _ Hall Garage _ CD 0 o - o i0 �o O o N B.O.G. +103.10' FFE +103.40' ----- ----------------------------------------------------------------------------------------------------------------------- ------------ --- ----- --- i I IRIGHT i LEFT PROPERTY i PROPERTY Section B North LINE I I LINE Scale: 1/4" = 11i01, 0 2 4 8 nrfl K28A-F H Architecture + Plannin Scale: 1/4"= 1'I SECTIONS 888.456.5849 g 7480 De La Farge Drive SCHEMATIC DESIGN o 2 4 8A3m 1 ktgy.com Cupertino, CA #2021-0609 JAN 25, 2022 _, 40M6S Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2021-052 Application Number(s) Approval Body: Director/ Staff Approval Date 04/22/22 Signature Jeffrey Tsumura Case Manager I I I *WN — — — — — — — — — — — — — — — SHADED AREAS SHOW LINE-OF-SIGHT FROM WINDOW 30'TYP. i I JAMBS AT 30 DEGREE ANGLE I I � I I I • � _ _ O I I TREES SHOWN FOR ILLUSTRATIVE El I ' SCREENING LOCATION PURPOSES ONLY ' (SEE LANDSCAPE PLANS FOR SPECIES 0 SELECTIONS AND LOCATIONS) I I L I I IIIIIII I IIIIIIII _ _ L _ _ II I I I I I I I I I I I I I F- - I - - J I I I I I L - - FAR 1099.47 SQ.FT. I I DRIVEWAY LAWN I I SECOND FLOOR PRIVACY PLANTING REQUIREMENTS PER CMC Section 19 .28. 120 00AS J4 K28A-F H Fu, Architecture + Planning 7480 De La Farge Drive SCHEMATIC DESIGN Scale: '/8" = � -0 888.456.5849 PRIVACY PLANTING • Tj► ktgy.com Cupertino, CA #2021-0609 MAR 1, 2022 0 4 8 16 A400 '� tioM�S I� T ' S Jq Community Development Department # �� A/ Y Planning Division — Cupertino J, CUF ERTINO APPROVED C Se# U41441011 Nur) N M E S : BLACK . A provaI ody: Director/ Staff A prova I t nA/99/ __j 741 80 Signature Jeffrey Tsumura Case Manager O M � � TM HOUSE NUMBERS N -0 O L U 6 C C O 'co, N 5 L c0 O O L 0 O p a O Z5 C J ° W N O M E z o ° L Q c U ( 0 o a) io 0 m 5 o a' o � � L O O E U (n > — N O _N LU � T - -- 7480 CDa) 70� O N 0 i = ' l ' c Q 0 V/ X Q i -0 > C 7, C '0 O z Ln Im FRONT DOOR EXTERIOR LIGHT FIXTURE L oc r � . ~` 12"W X 1 2 " H o MASONITE 0.6 5 pC ,� T J U >> O HERITAGE LINCOLN PARK J 0 T 0 0 + 1 _. _ = LL Q � = V °' � � 0 FULL PANEL DOOR ° E WITH FULL SIDE LITE Q � CZ o � _ � -- --=- -_ d.~ - '- - - - -- is .o _ _ ' > 0 o o 0-F Y � N (n C6 W Q ° O E PURE WHITE O O L - SW 7005 v (n C - �,. wow, CC) LCO0 - o STUCCO O N U (6 Q U a)- ' o COLUMNS ° Q ° o o GARAGE DOOR ° `�Cn 0) Q0 � ° o TRIM THROUGHOUT ` � ° `) � 9 � M O -Z o BOARD AND BATTEN, WHERE SHOWN O :E ° � ° F � o WINDOW TRIM AT PURE WHITE BODY T E ° .� X - N Q N � O - O N L L 75 C) .L) O � O — � 3Econ i I I NOTES. GARAGE DOOR DIMENSIONS PROVIDED IN THIS DOCUMENT ARE BASED OFF THE ARCHITECTURAL PLANS C LO PAY GRAND HARBOR AND ARE TO BE VERIFIED IN FIELD. ACTUAL FIELD CONDITIONS MAY EFFECT THESE DESIGN 41 , INSULATED __ -- ► DIMENSIONS. PROJECT MANGER TO NOTIFY WINDOW: SOLID TOP 11 � �.-= -�:� � - 2849 DESIGNER of DIMENSIONS AND FIELD -` Y==— CONDITIONS THAT DIFFER FROM THE DESIGN - - • FRONT DOOR AND SIDELITE PACKAGE AND ARCHITECTURAL PLANS. _ • it ► ' 1 ► 1 BATTEN, ' SHOWN — • WINDOW TRIM AT RA ill 7480 DATA: 01.27.22 DESIGNER. SAMIA S RASHED ARCHITECT: KTGY - d NOTE: RENDERINGS SHOWN ARE FOR ILLUSTRATION GAF ROOF SHINGLESPURPOSES ONLY AND ARE NOT INTENDED TO BE AN ACTUAL a _ - - CHARCOAL FENCE STAIN - DEPICTION OF THE HOME OR PEPPERWOOD IT'S SURROUNDINGS EXTERIOR RENDERINGS PLAN K28A (NOT TO SCALE) FARMHOUSE - 1 1 a s• s _ ■_ - / aamid e111omalalwre Ilslw■■l1i1 w■■llsl■!■Ils•- ---aillM■■i1!!1■!■ Is$wel■■ ■1■11■■■Illll!■t11■11■■■1■IIr■'•• -'4■r1■11!■■lo r■rill■r1rliri!!liil■i!1*lliMer■r■omen ■nsomseill■Iilil/■lll■■!A■M ■If■■slslls■■isl■!■e! 11■■■11■1■ �I �!■Eyre■1 OWkllielilliiNiy!liiisl Sol f1li■■i!■!A■■■1■IiMI■il■M■i i■lalrlelslllle!ll losses190141 - '+1!■■lllll/a■s1■i"oolr!!s/!!+ Iril■!■ Enlivening, !■■1■!i■r,r. 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wa■dialal■llrlwsillalwaall/• '�Ilillaloomlllfi.mil!!!!■lesl■!l:.:IiswllEiasillrl■s/iISIC. �11■1!■■11lI■■■11!!■alliarwa!!1■1■■i11■Is! ■■1■1■• .■1■11■■sl■11#■/_ " - !M■■1■ll■El�aills■liiltlillill!■■I■Iis■E1n11■■11■AI!■el■Ileasl■l1■■/1■elirslell!■■lwlllwllille■sl •:• •�rfr•.■�■•w■M!■ - •••■mallroll"■•■r.■whileemail+■ssrr■+r.■rimrra.r.m..11■fa�alo*oommar.■.:r.."a*�allr.w•=!=.•.w.wararaamft*1 f■ I� Li 1 1 1 s 1 1 1 I / STANDING AM BLACKFARMHOUSE � 1PLAN K28A Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2021-052 Application Number(s) Approval Body: Director/Staff Approva I Date 04/22/22 Signature Jeffrey Tsumura Case Manager (OFF—SITE) TREE #175 NON—PROTECTED CHINESE PRIVET (4.5 DBH) EXISTING TO REMAIN (OFF—SITE) TREE #176 NON—PROTECTED CHINESE PRIVET (4.5 DBH) EXISTING TO REMAIN X X X X X X X X X X X X x _ I I TREE #174 � REMOVE EXISTING NON—PROTECTED WOOD FENCE (TYP) TULIP POPLAR (19 DBH) TO BE REMOVED I I DEMO EXISTING RESIDENCE I X I I i I xl TREE #173 NON—PROTECTED x JUNIPER (19 DBH) TO BE REMOVED TREE #172 x NON—PROTECTED YUCCA (5 DBH) TO BE REMOVED I REMOVE BRICK I - WALL TREE #170 PROTECTED RED HORSECHESTNUT (12 DBH) TREE EXISTING TO REMAIN NON—PROTECTED f JUNIPER (24 DBH) TO BE REMOVED De La Farge Drive oMAs Jq�Fs K28A-F H Architecture + Planning 7480 De La Farge Drive SCHEMATIC DESIGN Scale: "$ - ' _° • 888.456.5849 DEMO PLAN Tj► ktgy.com Cupertino, CA #2021-0609 JAN 25, 2022 0 4 8 16 D1 00 Community Development Department Planning Division—Cupertino CONSTRUCTION NOTES LAYOUT LEGEND �o�,As Jgti,� LUPERTINQ APPROVED J+ Case # R-2021-052 1. LOCAL CODES AND ORDINANCES:WORK SHALL CONFORM TO ALL LOCAL CODES, DETAIL REFERENCED DETAIL NUMBER Application Number(s) ORDINANCES,AND REQUIREMENTS, INCLUDING FEDERAL ACCESSIBILITY GUIDELINES. CALLOUT REFERENCED DETAIL SHEET NOTHING IN THE CONTRACT DOCUMENTS SHALL BE CONSTRUED AS AN EXEMPTION TO Approval Body: Director/ Staff APPLICABLE CODES OR OTHER JURISDICTIONAL REQUIREMENTS. ADJ. ADJACENT NATIVE NATIVE GRASS A rova I ate 04/22/22 EQ EQUAL DISTANT GRASS PP 2. UTILITIES:CONTACT COMMON GROUND ALLIANCE(C.G.A.)AT 811,AT LEAST TWO WORKING BOC BACK OF CURB OH OVERHANG Signature Jeffrey Tsumura DAYS IN ADVANCE OF WORK(PER CA GOV.CODE 4216). THE CONTRACTOR SHALL y S TM g BOW BACK OF WALK PA PLANTING AREA M E Case manager PROTECT ALL EXISTING UTILITIES,WHETHER SHOWN OR NOT,AND SHALL PAY FOR ANY CJ CONSTRUCTION/COLD JOINT PL PROPERTY LINE REPAIRS REQUIRED DUE TO THE CONTRACTOR'S OPERATIONS AT NO ADDITIONAL CL CENTERLINE POB POINT OF BEGINNING EXPENSE TO THE OWNER. CLR CLEAR SIM SIMILAR TO EJ EXPANSION JOINT SYM SYMMETRICAL �___ —!- 0 3. DISCREPANCIES: NOTIFY DISTRICT'S REPRESENTATIVE OF ANY VARIATIONS BETWEEN THE EQ EQUAL DISTANT TYP TYPICAL jack at CONTRACT DOCUMENTS AND FIELD CONDITIONS. DO NOT PROCEED WHERE ILO IN LIEU OF T,TURF TURF AREA 6 SIDEYARD =- OVERHEAD WIRES, DIFFERENCES EXIST THAT WOULD AFFECT THE WORK. ALL ADJUSTMENTS DUE TO FIELD 7 6 5 � �� L1.2 FENCE,TYP. MAX MAXIMUM UNO UNLESS NOTED OTHERWISE VERIFY IN IN FIELD,TYP. 3'_ 2'-3" 3-6 6 CONDITIONS MUST BE APPROVED BY THE DISTRICT'S REPRESENTATIVE PRIOR TO MIN MINIMUM VIF VERIFY IN FIELD 5'-011 �� 15�_9�� CONTINUING. —MHO - - MHO o 4. LAYOUT NOTES:THE WRITTEN DIMENSION SUPERCEDES SCALED OR GRAPHIC 5'-0" DENOTATION. DIMENSIONS ARE BETWEEN PARALLEL OR PERPENDICULAR POINTS PAVING AND FENCING LEGEND PA I - UNLESS NOTED OTHERWISE. DIMENSIONS ARE TO CENTERLINE OR FACE OF MASONRY, o CONCRETE, OR FRAMING SUBSTRATE FINISH SURFACES, UNLESS NOTED OTHERWISE. 0o CONCRETE PAVERS PER DETAIL 2/1-1.2: STANDARD GRAY CONCRETE WITH ACID R4'-0" P1 ETCH FINISH WITH TOP CAST#05 SURFACE RETARDANT MANUFACTURED BY GRACE STEEL 5 6. COORDINATION:CONTRACTOR SHALL COORDINATE WORK BETWEEN TRADES. ALL PRODUCTS.4"GAP FILL WITH P2. HEADER,TYP. L1.2 o REQUIRED SLEEVING SHALL BE COORDINATED WITH SITE WORK, INCLUDING OTHER O, ` M UNDERGROUND UTILITIES,CURBS,AND CONCRETE. P2 DECORATIVE GRAVEL PER DETAIL 6/L1.2: 1/2"CRUSHED GRAVEL, COLOR:CLOUD 111 Scripps Drive o NINE(BUILDER TO VERIFY), BY DECORATIVE STONE SOLUTIONS(800.699.1878).2" TURF PA 7. VERTICAL WORK:ALL VERTICAL CONSTRUCTION SHALL BE INSTALLED TRUE AND PLUMB. OVER COMPACTED SUBGRADE OVER FILTER FABRIC.WITH 8"GALVANIZED WIRE Sacramento, C ALL UNIT COURSING AND TOPS OF WALLS, FENCES, ETC.SHALL BE LEVEL UNLESS NOTED STAPLES. California 95825 2'-011 5�_' �� 2'-9" — RZ-16' — — — OTHERWISE. ALL CURVES SHALL BE CONTINUOUS AND EVEN,WITH NO BREAKS OR CONCRETE PAVING(PEDESTRIAN)PER DETAIL 1/L1.2:STANDARD GRAY CONCRETE 916.945.8003 1916.342.7119 TY ANGLES AT POINTS OF TANGENCY OR FORMWORK JOINTING. P3 WITH ACID ETCH FINISH WITH TOP CAST#05 SURFACE RETARDANT MANUFACTURED 4409 CRLA 5044 o� o p A/C LOCATION, BY GRACE PRODUCTS. VERIFY IN FIELD,TYP. - � 8. LEAD TIME: SPECIFIED MATERIALS MAY REQUIRE A SIGNIFICANT LEAD TIME. CONTRACTOR CONCRETE PAVING(VEHICULAR) PER DETAIL 7IL1.2: STANDARD GRAY CONCRETE CONTRACTOR TO I IS SOLELY RESPONSIBLE TO LEAD TIMES AND TO PROVIDE SUBMITTALS,AND ORDER P4 WITH ACID ETCH FINISH WITH TOP CAST#05 SURFACE RETARDANT MANUFACTURED 13 a ° MATERIAL,AND ENSURE DELIVERY TO THE JOB SITE TO ALLOW TIMELY PROGRESSION OF I a MAINTAIN ALL 1 BY GRACE PRODUCTS.TOOLED SCORE JOINTS AS SHOWN ON PLANS. LANDSCAPE d REQUIRED _i ' WORK. PA I a d ° 4 ° ° a CLEARANCES AND 9. EXISTING WORK:WHERE NEW CONSTRUCTION ABUTS EXISTING WORK,ALL EXISTING PS DRAWINGS.CONCRETE TO BE POURED WITH ARCHITECTURE. REFER TO STRUCTURAL IMPROVEMENT 4 GAPS BETWEEN PS VERITY PAD HEIGHT STEPPERS,TYP. UNO o I ° AND LOCATION WORK SHALL BE PROTECTED. CONTRACTOR SHALL REPLACE ANY DAMAGED EXISTING ° a ° ° WORK AT NO ADDITIONAL EXPENSE TO THE OWNER. ALL NEW WORK WILL CONFORM TO SIDEYARD FENCE: PER DETAIL 311-1.2, 230 LF(CONTRACTOR PLANS F O R TO EXISTING WORK, INCLUDING FLATWORK JOINTS, ELEVATIONS, COLOR,AND FINISH. TO VERIFY, INCLUDES ONE 10'-0"GATES) ° a a ALIGN SCORES _ o_IpL 10. FENCING: FENCE LOCATIONS SHOWN ARE DIAGRAMMATIC AND FINAL LOCATIONS ARE TO I F_ - — ON ARCH,TYP. I L- -1 ,,,, I 4 _ BE COORDINATED IN THE FIELD BY THE LANDSCAPE CONTRACTOR. g; STEEL HEADER,TYP. REFER TO PLAN FOR EXACT 7480 D E LA rl M I I � .j5de � LOCATIONS AND CONDITIONS. FARG E D RI V E I I II CUPERTINO, CA 1 I 1 11 ILI SITE CALCULATIONS PRESCRIPTIVE APPROACH 1 I 1 I 1 ❑ ° BY 1 I C do ° �A P3 _ 7480 DE LAFARISE SF %OF LOT AREA THOMAS JAMES HOMES _ I L EXISTING KEYMAP: I I J 1 1 I 4 TOTAL LOT SF 6,164 100% 0 1 I III 1 o I I rn TOTAL PERMEABLE AREA 2,512 41% III 1 PROPOSED LOT LANDSCAPE AREA (%OF TOTAL AREA) 2,273 37% 1 I 0) 1 l SHRUB AND GROUNDCOVER AREA (% OF TOTAL LANDSCAPEAREA) 1,880 83% A/C LOCATION, 1 I g PROPOSED TURF AREA (% OF TOTAL LANDSCAPE AREA) 393 17% _ VERIFY IN FIELD,TYP. 1 I 1 o6�. AGGREGATE PATH/FILL 87 CONTRACTOR TO I e _ MAINTAIN ALL 1 1 1 _ AGGREGATE PATIO Q REQUIRED PA — M CONCRETE PADS WITH GAPS 152 Z CLEARANCES AND A/G� ALIGN SCORES ON ❑ 1 1 ALIGN SCORES GARAGE DOOR 1 O VERITY PAD HEIGHT � — PANELS,TYP. - — AND LOCATION 1 i ON ARCH,TYP. — — J J P2 TOTAL I M PERM EABLE AREA 3,623 59% V RESIDENCE/GARAGE FOOTPRINT (%OFTOTALAREA) 2,198 36% N DRIVEWAY(CONCRETE) 566 SIDEYARD 6 � a P5 ° �� // °- � BACK PORCH 384 FENCE,TYP. L1.2 a Z� l LAYOUT PLAN � 0 1 I a ° ° 1� / o FRONT PORCH 90 1 a T RASH AREA PAD/ADU WALKWAY(CONCRET E) 385 DRAWN BY: Z T_ ZIP \ `_2 \\ / 1 -9°— — — — — — — — 2 NOTE:WATER SUPPLY IS DOMESTIC. Q 3 M 4 STAFF = 1 CHECKED BY: � 4"GAPS BETWEEN STEPPERS,TYP. LINO P4 P2 DWC a, PA OP1 JOB NO. O // TREE PROTECTION CHART NOTE:SEE ARBORIST REPORT FOR ADDITIONAL INFORMATION 20035❑ a T L1.2 HEADER,TYP. KEYNOTE TAG# ON-SITE PROTECTED TREE DBH SCIENTIFIC NAME COMMON NAME STATUS DATE W PROPERTY LINE,TYP. 1 170 YES YES 12" AESCULUS CARNEA ' ' 'BRIOTTII RED HORSECHESTNUTBRIOTTI' =RETAIN AND PROTECT 1 ❑ R5' 0" _ MARCH 1, 2022 TYP e o 2 171 YES NO 24" JUNIPER SID. JUNIPER REMOVE 1 PA PA ro � 3 172 YES NO 5" CASSAVA SP. YUCCA REMOVE 1 REVISIONS: m 4 173 YES NO 19" JUNIPER SID. JUNIPER REMOVE W �y- 5 174 YES NO 19" LIRIODENDRON TULIPIFERA TULIP POPLAR REMOVE C �I , „ 4r_6+rr 18'-0" 6 175 NO NO 10" LIGUSTRUM LUCIDUM CHINESE PRIVET RETAIN AND PROTEXT 19 3 rs V PROPERTY LINE,TYP. 2-0 3-0 7 176 NO NO 10" LIGUSTRUM LUCIDUM CHINESE PRIVET RETAIN AND PROTEXT d ❑� P2 N ::.. d W �.' z Y EXISTING SIDEWALK, n - - - - - - - - - - —I- - _ RETAIN AND PROTECT Z CONTRACTOR TO REMOVE EXISTING PLANTING, SEE SHEET L1 .2 FOR REFER TO CIVIL PLANS FOR UNDERGROUND UTILITIES, INVESTIGATE EXISTING DRIVEWAY APRON,TYP. REFER TO CIVIL PLANS, CONSTRUCTION DETAILS No S CA p IRRIGATION AND IF OPERABLE P F y LEAVE IN PLACE. 1 TYP. �p\'O�1 Cq M50 C) C LA 5044 0' Z 1 I HAVE COMPLIED WITH THE CRITERIA OF THE WATER L O DE LA FARG E DRIVE CONSERVATION IN LANDSCAPE ORDINANCE AND n HAVE APPLIED THEM FOR THE EFFICIENT USE OF Sig ture II% WATER IN THE LANDSCAPE AND IRRIGATION DESIGN. cS) Renewal Date: Q O 09/30/22 L6 TFOF CA0 ~ O 03/01/22 DATE SIGNED: 03I01122 J SIGNED DATE H m 0' 8' 16' N NEIIIIIIIIIN Z 1/8"= 1'-Olt G J_ DRAWINGS IN SET: 7 00 ©2022 ROACH CAMPBELL,INC. ALL RIGHTS RESERVED. THIS WORK MAY NOT BE REPRODUCED OR USED,IN WHOLE OR IN PART,WITHOUT THE EXPRESS WRITTEN PERMISSION OF ROACH CAMPBELL,INC. MARCH 012022 20035 7480 De La Farge LAY.dwg L Con imunity Development Department TOOLED CONTROL JOINT WITH 3/16"RADIUS EDGES. MIN. 18"X#4 SMOOTH DOWEL, SLEEVED OR #3 BARS AT 18"O.C.E.W., SUPPORT EVENLY TO REST IN CENTER OF SLAB 18"X#4 SMOOTH DOWEL, TOOLED CONTROL JOINT WITH 3/16"RADIUS EDGES. MIN. TNTJ Planning Dio,f ,dff, E-AQDpuf NG PER 1/3 DEPTH OF SLAB. LOCATE PER PLAN, OR AS REQUIRED GREASED ONE SIDE. TOOLED CONTROL JOINT WITH 3/16"RADIUS EDGES. MIN. 1/3 DEPTH SLEEVED OR GREASED ONE SIDE. 1/3 DEPTH OF SLAB. LOCATE PER PLAN,OR AS REQUIRED: C V PERTINO p D PLAN SO THAT SPACING DOES NOT TO EXCEED 24 TIMES THE EXPANSION JOINT WITH 3/16"RADIUS OF SLAB. LOCATE PER PLAN, OR AS REQUIRED:SPACING SHALL NOT SPACING SHALL NOT EXCEED 24 TIMES SLAB DEPTH. DE(1,KlF'(��EiJ�`�ZANITE OR 1/2"IN TURF, EDGES. LOCATE PER PLAN,OR AS EXCEED 24 TIMES SLAB DEPTH. 1/2" IN TURF, EXPANSION JOINT WITH AN, RADIUS #3 BARS AT 18"O.C.E.W.,SUPPORT 1/2"IN TURF, Case # OT0�E MATERIAL: SLAB THICKNESS. THICKEND EDGE AT PATIOS PER EDGES. LOCATE PER PLAN, OR AS #3 BARS AT 18"O.C.E.W., SUPPORT 1"MIN. IN REQUIRED TO NOT EXCEED 60'O.C. 2" 1"MIN. IN REQUIRED TO NOT EXCEED 60'O.C. EVENLY TO REST IN CENTER OF SLAB 1"MIN. IN Application Nunft3FF(EjR T PLAN EVENLY TO REST IN CENTER OF SLAB PLANTER GEOTECHNICAL REPORT, REFER TO THICKENED EDGE PER �� CLR. PLANTER PLANTER 2" AREAS 3l8"MAX STRUCTURAL PLANS WHERE PAD AREAS 3/8"MAX GEOTECHNICAL REPORT 2"4„ AREAS Approval B dy: Director/ Staff '� CLR. � INTERCEP S POST FOOTINGS CLR. Approva I D to ° ADJACENT TURF, HEADER,ADJACENT �/, -Signature Jeffr sumura o \ ° ° �i ° ° —j o \ ;n OTHER SURFACE PER PER PLANS(ALL SIDES) Case MMtanager o ° ° / o a a o ° PLANS GRAVEL(PER PAVING PLAN), a ° ° \ ° a ° ° \ TAMP/COMPACT TO �/ APPROXIMATELY 88 90% WHERE INDICATED c SLOPE TO DRAIN .� o�jjoCjjoCjjoCjjoCjjo�joCjj o�o�joCjjoCjjo oCjjoCjjo�jo�c\\/ o o�o�o�o�o�o� o�o�o� o� \/ o o�o o�o o�o o�o o�o \/ 1/4 RELATIVE DENSITY \o\o\o\o \o�C\\\/ \ \ \ \ \ \ \ \ \ \ \ _ rim„bell 41 O O O O O O O O O O O O O O O O O O O O O O O O O O O O Z O O O O O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r+ \// o OCjjoCjjoCjjoCjjoCjjoCjjoCjj O�O�O�O�O O�O�O O\c�� o�o�o�o�o�o� o�o�o� o�o� ° \/ j �o �� ^ 71 ^^^^^^^ ) ^^^^o �0 4 / M o 0 0 0 0 0 \� 0 0 0 0 o O\o\o\o\o O\o\o\ \�</<> j oc\�/o/c\�/o/c\�/o/c\�/o/c\�/ol� OL�T�/O/Ll��/O/� o o\ ED oUoUoU 0 0 0 0 0 0 0 ��o \��o �o o j o 0 0 0 0 0 0 0 0 0 0 j = o o\o\o\o\o o\o\o\ j �000000q� o�oq�o� ^o o _ \ j o0 0 00 0 oJo 0 0 �o \ - \/ \/ \/ \/ \/ \/ �'I I�11 ��'I I�11 T 11 �11 T 11 I = - ° � I 11 I I 11 � I 11 I I 11 I ° F�=_IIW �� - \ _ ° ° ° \/\ ° // _ a /\ FILTER FABRIC UNDER SUBGRADE:WATER CONDITION TO 111 Scripps Drive GRAVEL AT LEAST 3%ABOVE LABRATORY Sacramento, 6 GALVANIZED WIRE OPTIMUM AND TAMP/COMPACT TO California 95825 / RMED II III II I I III II III III III III I I II III II I I III II III III \/ �\ \/ STAPLES, MAX 4'-0"O.C. APPROXIMATELY 85-90% RELATIVE 916.945.8003 1 916.342.7119 BITUMINOUS PRE-FO SUBGRADE,SCARIFY TOP 6", MOISTURE 01 8"MIN BITUMINOUS SUBGRADE,SCARIFY TOP 6", MOISTURE 8"MIN DENSITY 4409 CRLA 5044 CLASS II AGGREGATE BASE, COMPACTED TO 90% RELATIVE DENSITY EXPANSION JOINT FILLER CONDITION TO ATLEAST 3%ABOVE PRE-FORMED CONDITION TO AT LEAST 2-3%ABOVE CLASS II AGGREGATE BASE, EXPANSION JOINT FILLER LABORATORY OPTIMUM VALUE AND COMPACT COMPACTED TO 95% RELATIVE NOTE:WITHIN EXISTING TREE CANOPY, OR IN AREAS OF UNDISTURBED SUBGRADING, NO COMPACTION NEEDED. SUBGRADE, SCARIFY TOP 6", MOISTURE CONDITION TO ATLEAST 3%ABOVE LABORATORY OPTIMUM VALUE LABORATORY OPTIMUM VALUE AND CLASS II AGGREGATE BASE, COMPACTED NOTES AND COMPACT TO 85-90% RELATIVE DENSITY. NOTES COMPACT TO 85-90% RELATIVE DENSITY. TO 90% RELATIVE DENSITY NOTES TO 87-92% RELATIVE DENSITY. DENSITY A. PAVEMENT DEPTHS AND REQUIREMENTS HEREIN ARE SUPERCEDED BY THE PROJECT GEOTECHINICAL REPORT AND A. PAVEMENT DEPTHS AND REQUIREMENTS HEREIN ARE SUPERCEDED BY THE PROJECT GEOTECHINICAL REPORT AND A. PAVEMENT DEPTHS AND REQUIREMENTS HEREIN ARE SUPERCEDED BY THE PROJECT GEOTECHINICAL REPORT AND LANDSCAPE RECOMMENDATIONS. RECOMMENDATIONS. RECOMMENDATIONS. CONCRETE PAVERS CONCRETE PAVING (PEDESTRIAN) CONCRETE PAVING (VEHICULAR) CRUSHED GRAVEL (PEDESTRIAN) 1 1"=U-6" SECTION 2 1"=0'-6" SECTION 3 1"=0'-6" SECTION 4 1"=0'-6" SECTION IMPROVEMENT PLANS FOR SECTION PLAN AT GATE (CAP OMITTED FOR CLARITY) PLAN (CAP OMITTED FOR CLARITY) MAINTAIN CLEARANCE AS 7480 DE LA PLAN AT SPLICE (2)STAKES AT EACH RAILS FACE PUBLIC 4'-0"GATE LEAF REQ'D BY MANUFACTURER �� 8'-0 O.C.MAX SPACE EVENLY �f PRIVATE SIDE SIDE FARG E DRIVE SIDE OF SPLICE. SECTION 2 X 8 CAP, CENTER El C U P E RT I N O CA ALL JOINTS ON ALIGN AND RIP BOARDS TO PROVIDE FULL = ' ELEVATION 1/2 X 4 TRIM, 2 X 6 RAIL, 1 X 6 BOARD, POSTS BLOCKING AT EACH SIDE OF GATE - PUBLIC SIDE) OPP. RAILS TOP&BOT. TYP., 6 X 6 POST, 2 X 6 CAP, MITER CORNERS, 3/4"OVERHANG TO - - 1 X 4 X 24"MIN HEART REDWOOD LAP ( GATE ELEVATION OUTSIDE BOARD. RECESS 1"BELOW TOP OF HEADER. OVERLAP 1" ACID TREATED (AT PUBLIC HEAVY-DUTY HINGE, 2 X 8 CAP TO - - BY 12"DIA. CONCRETE FACING SIDE) TYP. OF THREE MATCH FENCE ALTERNATING 1 X 6 AND 1 X 4 BOARDS, 1"SPACING. THOMAS DAMES HOMES SECTION AT STRAIGHT RUNS SECTION AT MODERATE CURVES FOOTING, SLOPE TOP FINISH GRADE MITER ALL ENDS, FASTENERS IN NEAT ROWS FOR POSITIVE DRAINAGE LATCH, MAX.60" AWAY FROM POST ABOVE FINISH ~ KEYMAP: \ \ GRADE A/C CONDENSER UNIT BEHIND ::D\ / NOTES 2 X 4 GATE / - Q \\ ° \ FRAME(OPP. / / 4 X 4 PRESSURE TREATED POSTS,QUANTITY PER -� 0 \ \ \ ALL FASTENERS SHALL �\ ° / / PLAN = H- \/ BE GALVANIZED. /� \ SIDE) / o \\ \\ B. ALL WOOD SHALL BE z_'\\ \ 2 X 4 / / w (2) 1 X 4 REDWOOD _ CONSTRUCTION \ \ 2 X 4 HEART \ \ \ BOARDS, ROUGH. o \ \ DIAGONAL CONCRETE FOOTING __ _ M BRACE INSIDE\/ \� REDWOOD, ROUGH STAGGER JOINTS. COMMON REDWOOD \ \ \ OR BETTER, U.N.O. . C. STEP FENCE AT FRAME(OPP. / -_ -- SECTION AT TIGHT CURVES o POSTS. FOR GRADES SIDE) GALVANIZED ° a ADJACENT POST _ COMMON NAILS, 1:6(17/°)OR GREATER, / NOTES 4 CLR. MIN.2 PER STAKE III SLOPE PANELS WITH OR LEDGER AT / Z GRADE. ADJACENT WALL A. ALL WOOD SHALL BE 1 X 2 X 16 REDWOOD D. STAIN BOTH SIDES W/ (SECURE LEDGER / / REDWOOD RWESTERN RED OCEDAR OR III III STAKES @ 6'O.C. MAX TO BUILDING FRAMING WITH 1l4"X 4"LAG B. ALL FASTENERS SHALL BE SEMI-TRANSPARENT � V EACH SIDE.ALTERNATE �� z EXT.STAIN, COLOR SCREWS AND WASHER, COUNTERSUNK. a \/ \\\\\�\ APPLY SILICONE CAULKING PRIOR TO GALVANIZED U.N.O. - LOCATIONS. BEVEL TOPS / PER BUILDER(SEE C. STAIN/PAINT TO MATCH a Q N \ \ (4)LAMINATED REDWOOD COLOR SAMPLES). INSERTING LAG SCREW) / \\ \ BENDERBOARDS. � 10"X10"GUSSET PANELS, EXTERIOR FENCING. N CONSTRUCTION DETAILS STAGGER JOINTS. RATED PLYWOOD(OPP. SIDE) D. SIZE PER PLAN AND TO 7 NOTES N 2 X 12 KICKER, MAINTAIN REQUIRED FINISH GRADE CLEARANCES AT A/C UNIT � DRAWN BY: Z A. INSTALL HEADER TRUE TO LINE AND GRADE. FOR SLOPED AREAS, 1/8"MAX KERFS ,� NAIL TO BOT. RAIL 0� PER MANUFACTURER. ALLOWABLE @ 6"O.C., NOT THROUGH MORE THAN 1/2 THE HEADER DEPTH. AND POSTS 0 STAFF a REDWOOD HEADER SIDEYARD FENCE WITH GATE N A/C SCREEN 1 CHECKED BY: NO SCALE AS NOTED 3/4"= V-0" AS NOTED 1"= V-0" AS NOTED DWC JOB NO. O H 20035 a DATE W REPRESENTATIVE STAIN COLORS JANUARY26, 2022 >_ REVISIONS: m G W 99 a a a N UJ J Z n Z Pepperwood Thatch Navajo White ° P �PNp S CA pF n CO J LA 5044 '65 y LIUr O U � � y r� Sig. ture �r O Renewal Date: 09/30/22 U. U. 9TF01:Cps\FOB H O &uestone S wish Moss ---- Z DATE SIGNED: 01/27/22 J a H H m Ll N m2 0 Z a DRAWINGS IN SET: 7 5 00 ©2022 ROACH CAMPBELL,INC.ALL RIGHTS RESERVED.THIS WORK MAY NOT BE REPRODUCED OR USED,IN WHOLE OR IN PART,WITHOUT THE EXPRESS WRITTEN PERMISSION OF ROACH CAMPBELL,INC. JANUARY 27 2022 20035 7450 De La Farge LAY.dwg L Con imunity Development Department GENERAL IRRIGATION NOTES IRRIGATION LEGEND � A S �q Planning Division - Cupertino O Ai C V PERTINO APPROVED 1. SITE ACCEPTANCE:THE CONTRACTOR SHALL OBSERVE THE SITE AND VERIFY THAT ROUGH GRADING AND ALL OTHER WORK HAS SYMBOL MANUFACTURER/MODELIDESCRIPTION QTY PSI �XI 1P BEEN COMPLETED TO THE CONTRACTORS SATISFACTION. ANY PREVIOUS WORK THAT IS NOT COMPLETE SHALL BE BROUGHT TOtp Case # R-2021-052 THE OWNER'S OR LANDSCAPE ARCHITECT'S ATTENTION IN WRITING. BEGINNING WORK CONSTITUTES ACCEPTANCE OF THE SITE. ® 0 O0 HUNTER MP815 PROS-06-PRS30-CV-HY 8 30 Application Numbers) TURF ROTATOR,6"POP-UP WITH CHECK VALVE, PRESSURE 2. UNDERGROUND UTILITIES:THE CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK. CALL C.G.A. REGULATED TO 30 PSI, MP ROTATOR NOZZLE E, PR SS BODY WITH Approval B dy: Director/ Staff (811)TO LOCATE EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF ANY HY FILTER, 150 MESH SCREEN,SIZED PER VALVE. M-MAROON AND Approval D to 04/22/22 DAMAGED UTILITIES,TO THE SATISFACTORY OF THE OWNER AND GOVERNING AGENCY AT NO COST TO THE OWNER OR INCREASE IN GRAY ADJ ARC 90 TO 210, L-LIGHT BLUE AND GRAY 210 TO 270 ARC, BID AMOUNT. Signature Jeffrey Tsumura \ O=OLIVE AND GRAY 360 ARC. �/ O M E S TM Case Manager - 3. QUANTITIES: (IF SHOWN) FOR CONTRACTOR'S CONVENIENCE ONLY,AND SHALL NOT RELIEVE THE CONTRACTOR OF THE OBLIGATION TO INSTALL A COMPLETE AND FUNCTIONAL IRRIGATION SYSTEM,WITH EVEN AND HEAD-TO-HEAD COVERAGE OF ALL SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY IRRIGATED AREAS, UNLESS SPECIFICALLY NOTED OTHERWISE. AREAS SHOWN ARE REPRESENTATIVE OF FINAL LOTS. CONTRACTOR SHALL VERIFY ALL LOT SIZES PRIOR TO SUBMITTING A BID. DRIP ZONE VALVE KIT LOW FLOW 2 ;-.- "� "- oath 4. DIAGRAMMATIC PLANS:THESE PLANS ARE DIAGRAMMATIC IN NATURE,AND ARE NOT INTENDED TO SHOW EVERY FITTING OR EXACT IRRITROL 2711APRDK-LF ELECTRIC DRIP ZONE VALVE KIT: 3/4" 7 6 PIPING LAYOUT. IN MANY CASES,THE MAINLINE AND LATERALS ARE SHOWN IN WALKWAYS OR PAVED AREAS. IRRIGATION 2711APR VALVE,AVB, FILTER, LOW FLOW REGULATOR&FITTINGS. (.25 Campbell EQUIPMENT AND PIPING SHALL BE INSTALLED IN PLANTED AREAS ONLY, UNLESS SPECIFICALLY NOTED OTHERWISE. MAINLINE GPM-8.0 GPM). MHO MHO MHO M 0 ou MHO MHO MHO MHO SHALL BE INSTALLED AS CLOSELY AS POSSIBLE TO BACK OF WALK OR CURB, BUT IN NO CASE GREATER THAN 18"AWAY. FLUSH VALVE 7 I I I I I I I I I I I I I I I I I I 5. FIELD CONDITIONS:THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS. DO NOT WILLFULLY INSTALL THE AREA TO RECEIVE DRIPLINE 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 I I I I I I I I I I I I I I I I I - - - - - - - - IRRIGATION SYSTEM AS SHOWN WHEN EXISTING WORK, OBSTRUCTIONS,SITE CONDITIONS,GRADE DIFFERENCES,OR OTHER - - - - - - - - - DRIP LINE 1,100 L.F. 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 I I I I I I I I I I I I I I I - - - - - - - - - 1I 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 I I I I I I I I I I I I ASPECTS ARE APPARENT IN THE FIELD THAT AFFECT INSTALLATION OF THE IRRIGATION SYSTEM. IN THE EVENT THAT - - - - HDL 09 18 CV: HUNTER DRIPLINE W/0.9 GPH EMITTERS AT 18"O.C. t 1 1 �1 � _4 14 � +14 �-I 4--I4 �1- DISCREPANCIES ARE FOUND, INFORM THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT IN WRITING. IF WRITTEN NOTICE CHECK VALVE, DARK BROWN TUBING W/BLACK STRIPING. DRIPLINE IIIIII 11 IIIIIII 111111111111111111111111111111111111111111111 1 1 1 I 1 1 1 1 1 1 1 1 IS NOT RECEIVED,THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE IRRIGATION SYSTEM, INCLUDING ANY RE-DESIGN OR LATERALS SPACED AT 18"APART,WITH EMITTERS OFFSET FOR 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 1 1 1 III i i RE-WORK THAT MAY BE REQUIRED. TRIANGULAR PATTERN, INSTALL WITH HUNTER PLD BARBED OR I I I I - - - - _ I I PLD-LOC FITTINGS. SECURE 4' O.C.WITH ROUNDED GALVANIZED 111 Scripps Drive 1 'I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6. FIELD ADJUSTMENTS:ARE REQUIRED TO OBTAIN OPTIMUM EFFICIENCY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING STAPLES. ADJUSTMENTS AS REQUIRED TO MINIMIZE OR ELIMINATE OVERSPRAY AND RUNOFF,AND TO MAXIMIZE DISTRIBUTION UNIFORMITY. Sacramento, [- -------------------1 ADJUSTMENTS INCLUDE BUT ARE NOT LIMITED TO: NOZZLE SELECTION, INSTALLATION OF IN-LINE OR IN-HEAD CHECK VALVES TO California 95825 - - - - - - - - - - - - 1 ELIMINATE LOW-HEAD DRAINAGE AND PONDING,AND ADJUSTMENT OF HEAD SPACING OR HEAD LAYOUT TO ACCOMMODATE IN-FIELD SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY 916.945.8003 916.342.7119 T OBSTRUCTIONS OR CONDITIONS. 4409CRLA5044 ANTI-SIPHON REMOTE CONTROL VALVE 1 T r-r 7. POINT OF CONNECTION:LOCATE AND COORDINATE IN FIELD. 1"TEE FROM INDIVIDUAL LOT DOMESTIC LINE. THE CONTRACTOR IRRITROL 2711APR ELECTRIC REMOTE CONTROL VALVE,3/4", FLOW EVENT THIS PRESSURE IS NOT AVAILABLE, IMMEDIATELY INFORM THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT IN0 TALFS75150 S. LANDSCAPE I WRITING. IF WRITTEN NOTICE IS NOT RECEIVED,THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE IRRIGATION SYSTEM DESIGN,- - - - - - - - - - - - - - -1 1 1 1 I ZONE A3 INCLUDING ANY RE-DESIGN OR RE-WORK THAT MAY BE REQUIRED. IIIIIII I I I I 1 1 1 1 1 1 I I � SHUT-OFF VALVE 1 NIBCO T-113, CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEEL IMPROVEMENT 8. NEW MATERIALS:ALL EQUIPMENT AND PIPING SHALL BE NEW. CONFORM TO ALL MANUFACTURER'S HANDLING AND INSTALLATION 1 1 1 1 1 1 1 1 1 1 HANDLE,SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE 11 1 l l I REQUIREMENTS. LOCATION. SIZE RANGE- 1/4"-3". INSTALL ABOVE GRADE ON PLANS F O R COPPER RISER FROM EXTERIOR HOSE BIB, UPSTREAM OF VALVE 1 9. PIPE SIZING: PIPE SIZES AS SHOWN ON PLAN INCLUDE THE LARGEST PIPE DIAMETER IN EACH ZONE,AND THEN PIPE DIAMETER AT 1 1 1 1 1 1 1 1 I I MANIFOLD. F 7� REDUCTIONS ONLY. IF NO PIPE SIZE IS SHOWN, PIPE SHALL BE THE SAME DIAMETER AS THE NEXT UPSTREAM SIZE LABELED. IN NO IIIIIII IIII I11111111 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I F- L � CASE SHALL THE VELOCITY OF WATER THROUGH IRRIGATION LATERALS EXCEED 5 FPS UNLESS SPECIFICALLY NOTED OTHERWISE. HUNTER X2-600-WAND 1 0 6-STATION CONTROLLER, RESIDENTIAL USE. PLASTIC CABINET, 7480 D E LA 1 1 IIII 1 1 1 I ZONE A2 10. IRRIGATION SCHEDULE: IS PROVIDED AS A GUIDELINE ONLY. THE CONTRACTOR SHALL OBSERVE EXISTING AND INSTALLED INDOOR,WITH 3 INDEPENDENT PROGRAMS,AND WI-FI MODULE KIT. CONDITIONS,AND SHALL ADJUST THE CONTROLLER SCHEDULE ACCORDING TO ACTUAL FIELD CONDITIONS, USING THE PROVIDED 1 1 1 1 1 1 1 1 11 120VAC. FARGE DRIVE SCHEDULE AS A BASELINE. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL PLANTED AREAS RECEIVE ADEQUATE - MOISTURE,WITHOUT OVERWATERING. THIS INCLUDES MANUAL WATERING AS REQUIRED. WATER METER 1" 1 C U P E RT I N O, CA 1 11 11 1 I 111 111 Ir---J INSTALL 1"TEE OFF DOMESTIC WATERLINE AFTER PRIMARY METER. 11. CONTROL WIRING(SINGLE FAMILY RESIDENTIAL ONLY): CONTROL WIRING SHALL BE MINIMUM 18 AWG FOR MULTI STRAND 'I I II I III � INSTALL SHUTOFF VALVE AND HUNTER HC-100-FLOW FLOW METER AS v0 JACKETED DIRECT BURIAL WIRE.COMMON WIRE INSULATION SHALL BE WHITE.BUNDLED WIRE SHALL BE SIZED TO INCLUDE INCLUDE 1 1 1 1 1 ZONE Al INDICATED. � I I I TWO SPARE CONDUCTORS. BY C do - 1' 11 'I IRRIGATION LATERAL LINE: PVC SCHEDULE 40,SOLVENT WELD 445.0 L.F. THOMAS JAMES HOMES 1 1 1 1 12. WARRANTY:ALL WORK SHALL BE WARRANTIED FROM ONE YEAR OF THE DATE OF SUBSTANTIAL COMPLETION. PRIOR TO 1 1 1 1 1 � 11 11 MIN. DIAMETER 3l4"U.N.O. 11 1 I ACCEPTANCE, PROVIDE A GUARANTEE STATING THE PROJECT NAME, PROJECT LOCATION, DATE OF SUBSTANTIAL COMPLETION, 1 INSTALLING CONTRACTOR'S NAME, CONTACT INFORMATION (PHONE,ADDRESS, EMAIL)AND LICENSE NUMBER ON COMPANY IRRIGATION MAINLINE: PVC SCHEDULE 40, SOLVENT WELD 11.5 L.F. KEYMAP: J LETTERHEAD. LI I I MIN. DIAMETER 1.5"U.N.O. I I I I I 1 III III A3 4.55 I i 13. THREADED CONNECTIONS:ALL PLASTIC THREADED CONNECTIONS EXCEPT MARLEX SHALL RECEIVE THREE WRAPS"EXTRA HEAVY" PIPE SLEEVE: PVC SCHEDULE 40 35.8 L.F. 3'4" MSMTRN, 11 11 III OR"FULL DENSITY"TEFLON OR PTFE TAPE PRIOR TO ASSEMBLY. PLASTIC MALE THREADS SHALL NOT BE USED AND WILL BE III F"/1 GRASS REJECTED, EXCEPT WHEN MAKING CONNECTION TO METAL:ALL THREADED CONNECTIONS TO METAL PIPE SHALL USE PLASTIC MALEValve Callout/'1III THREADS TO FEMALE METAL THREADS. valve Number IIIIIII A 2 \5.72 I I # # Valve Flow ) I I I I I 3/4" 3 11 I 14. SLEEVES:ALL PIPING UNDER PAVED AREAS TO BE RUN IN PVC SCH.40 SLEEVES AT LEAST TWICE THE DIAMETER OF THE PIPE BEING IIIIIII IIII �4 DRIP, #" Valve Size II SHRUBS b SLEEVED. ALL CONTROL WIRING UNDER PAVED AREAS TO BE RUN IN A SEPARATE SLEEVE, SIZED TO FACILITATE PULLING WIRE 1 1 1 1 1 1 1 1 1 •� BUNDLE. SLEEVES TO EXTEND A MINIMUM OF 18"BEYOND PAVEMENT. 7 IIIIIII IIII Al 4.52 IIIIIII II 3 15. JURISDICTIONAL REQUIREMENTS AND STATEMENTS: .. 1i 11 1 i1 3/4,•" 4 SHRUBS 3 15.1. AUTOMATIC WEATHER-BASED OR SOIL-MOISTURE BASED IRRIGATION CONTROLLERS SHALL BE INSTALLED ON THE IRRIGATION Z 11 1l SYSTEM. O 11 IIII 3/4" H L ❑❑ _ _ _ 15.2. PRESSURE REGULATING DEVICES SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE DYNAMIC PRESURE OF THE ZONE A2 �` III V - - � / Q SYSTEM IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE RANGE. V 1 p 15.3. MANUAL-SHUT OFF VALVES SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO THE POINT OF CONNECTION OF THE WATER G IL SUPPLY,TO MINIMIZE WATER LOSS IN CASE OF AN EMERGENCY OR ROUTINE REPAIR. N F\ // 15.4. AREAS LESS THAN 10' IN WIDTH IN ANY DIRECTION SHALL BE IRRIGATED WITH SUBSURFACE IRRIGATION OR OTHER MEANS IRRIGATION PLAN I I. �•I THAT PRODUCES NO RUNOFF OR OVERSPRAY. 15.5. AT THE TIME OF FINAL INSPECTION,THE PERMIT APPLICANT MUST PROVIDE THE OWNER OF THE PROPERTY WITH A J \ / CERTIFICATE OF COMPLETION CERTIFICATE OF INSTALLATION IRRIGATION SCHEDULE OF LANDSCAPE AND IRRIGATION AND IIII 1 1 1 1 1 1 � � � DRAWN BY: Z ZONE Al 11 0 \ / w;8 ., MAINTENANCE. IT 1-1 ° - - - - - - - - - - - - - - 1 . I 1 It`1 I I 1 I1I T ,-,T�T,-,r�T 1 1 I I 1 I 1 1 - - 1 �`�=��- - - - - 15.6. UNLESS CONTRADICTED BY A SOILS TEST,COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQ. FT OF STAFF III 1 1 �r TLI 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 PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. _ 15.7. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION. CHECKED BY: 1 1 11 1111111111111111111111111111111111111111111111111111 III 1111111111 / \ 11 1 1 o-' DWC IRRIGATION SCHEDULE IRRIGATION KEYNOTES 0 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 O 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 JOB NO. ( 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 LOCATE POINT-OF-CONNECTION IN FIELD. EQUIPMENT H 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 a 11 1 1 1 I 1 1 1 1 1 1 1 I I I I I I I 1 1 1 1 1 1 1 1 I I I I I 1 Recommended Irrigation Schedule Project: 20035 SHOWN IN HOUSE FOR PLAN CLARITY ONLY. 20035 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 DATE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I 7480 De La Farge Date: 1/26/2022 O STUB MAINLINE.III 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 LV 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 1 1 II 1111 11 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 IIIII III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LOCATE CONTROLLER AS DIRECTED BY BUILDER. 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 O JAN UARY 26, 2022 H 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Reference data 3 CONTROLLER SHOWN AT APPROXIMATE LOCATION ONLY. 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 II 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 11 II I I I I 1 1 .^ 1 1 1 COORDINATE WITH BUILDER FOR ALL REQUIRED REVISIONS: m IIII 1 I 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I II 1111 I 111 - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ro. Nearest data location: Menlo Park PENETRATIONS AND 120V POWER. I I I I I I I IO O COORDINATE WITH OTHER TRADES FOR ALL SLEEVING, Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec ETC. IRRIGATION CONTROL WIRING SHALL BE SLEEVED O Reference Eto (in./mo.) 1.50 1.80 3.10 4.10 5.50 5.80 6.50 5.90 5.20 3.30 1.80 1.00 (SEPARATELY FROM IRRIGATION PIPING)WHEN UNDER 19 Historical average precipitation 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PAVING. a :b Effective precip (hist. ave. -0.2" * 75%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 a 1 I Base required irrigation (in./mo.) F 1.50 1.80 3.10 4.10 5.50 5.80 6.50 5.90 5.20 3.30 1.80 1.00 N LU z Hydrozone Information Table n - - - - - - - - - - - - - - - - - - - - - - - - - Z Hydrozone data summary Model Ord. Area Calculations O Zone Description Ks Kd Kmc KL Irr Type IE PR Soil Type BIR AW RZ PAW MAD AD HA (sqft) % of landscape area SEE SHEET L1 .2 FOR P Al Frontyard: Drip, Shrubs & G/C (Low) 0.30 1.0 1.0 0.30 DripLine 0.88 0.62 Clay Loam 0.2 0.18 18 3.24 50% 1.62 731 32% CONSTRUCTION DETAILS NDSCgp A2 Backyard: Drip, Shrubs & G/C (Low) 0.30 1.0 1.0 0.30 DripLine 0.88 0.62 Clay Loam 0.2 0.18 18 3.24 50% 1.62 1149 51% P - 4 A3 MSMTRN, Turf(High) 0.9 1.0 1.0 0.90 MultiStrm 0.71 0.42 Clay Loam 0.2 0.18 4 0.72 50% 0.36 393 17% � ) "9•A ~ ZCO IT 5044 ��y Z Total: 2273 100% I HAVE COMPLIED WITH THE CRITERIA OF THE WATER L O D� �� DRIVE CONSERVATION IN LANDSCAPE ORDINANCE AND � n V HAVE APPLIED THEM FOR THE EFFICIENT USE OF Sig ture Ie WATER IN THE LANDSCAPE AND IRRIGATION DESIGN. cfj Renewal Date: �Q 0 Controller Schedule by Zone 09/30/22 �TFOF CAS\FOB C Zone Description Temp. Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Z Frontyard: Drip, Shrubs & G/C (Low) Irr. Days / Wk 1 1 1 1 1 1 1 1 1 1 1 1 01127122 DATE SIGNED: 01/27/22 Al J N Cycles / Day 1 1 2 2 3 3 3 3 3 2 1 1 SIGNED DATE Max. Minutes / Cycle 19 Min. / Cycle 12 15 12 16 14 15 17 15 14 13 14 8 F Backyard: Drip, Shrubs & G/C (Low) Irr. Days / Wk 1 1 1 1 1 1 1 1 1 1 1 1 ~ A2 N Cycles / Day 1 1 2 2 3 3 3 3 3 2 1 1 Max. Minutes / Cycle 19 Min. / Cycle 12 15 12 16 14 15 17 15 14 13 14 8 m MSMTRN, Turf(High) Irr. Days / Wk 1 2 2 3 2 2 2 2 4 2 2 1 0' 8' 16' ` N A3 N Cycles / Day 3 2 3 2 4 5 5 5 2 3 2 2 A 0 N Max. Minutes / Cycle 29 Min. / Cycle 21 21 22 29 29 25 27 25 28 23 20 21 Z J DRAWINGS IN SET: 7 m ©2022 ROACH CAMPBELL,INC.ALL RIGHTS RESERVED.THIS WORK MAY NOT BE REPRODUCED OR USED,IN WHOLE OR IN PART,WITHOUT THE EXPRESS WRITTEN PERMISSION OF ROACH CAMPBELL,INC. JANUARY 27 2022 20035 7480 De La Farge Irr.dwg L Con imunity Development Department A S J,4 SECTION IN PLANTED AREAS SECTION IN PAVED AREAS VALVE TAG INDICATING Planning Division—Cupertino O Ai 30"MIN. CLEAR FOR CONTROLLER ACCESS, WIDTH AS REQ'D. FINISH GRADE FINISH GRADE STATION NUMBER X\ 1P A. LUPERTINO V.I.F. WATER-PROOF WIRE tp Case # R-2 21-052 w / / / / / / / / CONNECTORS CONTROL WIRING, SECURE TO Application Number(s) HOSE BIB(BY BUILDER) CO w Approva I B dy: Direct r/ Staff INSTALL COPPER TEE AND LINE Q = \/\\ \\/�\ ~ / / / UV RESISTANT ZIP TIES Approval D to 04/2 22 COPPER MPT ADAPTOR(TYP.) Q >�/ o \//� \\ —III—III—III- \\/� ANTI-SIPHON VALVE PER ' / / \\� N �/j III—III III—III �/j IRRIGATION LEGEND. a D O LATERAL , ` Signature Jeffre s mura /// //%� /j\ I �ICI ICI ICI \\/j� y O M E S TM ADJACENT WALL O�R \ \/ /\/ Ca e Manager LATERAL \� \\j` FOR DRIP ZONES: INSTALL WYE FILTER. g OBSTRUCTION \\/ \/� /\� O SHUT-OFF VALVE, BRASS MAINLINE CONTROL IN SLEEVE :\ FOR INLET PRESSURES OVER 40PS1, USE RING \\j` RING PRESSURE-REDUCING FILTER OR 150PSI WOG. SEEWI SEPARATE PRESSURE REDUCER. z LLJ IRRIGATION LEGEND \ \ \ EVEN, w o a 2"DEPTH CLEAN BACKFILL ON AN -\� ~, \\ zMAINLINE \ CONTROL IRRIGATION CONTROL WIRE:SEE CONTROLLER PER IRRIGATION ~o ROCK AND CLOD FREE SURFACEC0 CD IN SLEEVE %\�/\ \ \ \ \ //% WIRING ul rmpbell o = IRRIGATION NOTES. SECURE TO LEGEND.ANCHOR TO WALL PER N \\//\\//�\//�\//\\//\\//�\�� w o - WALL AT 4 MAX.INTERVALS MANUFACTURER. a ADJACENT BUILDING U LL L 2"MIN.SAND BEDDING EXTENDING AT Q NOTES q o FINISH GRADE PLAN W W " 1-1 U A. LOCATE VALVES IN PLANTING LEAST 2 BELOW AND 4 ABOVE SLEEVES � o LOW VOLTAGE LEADS FROM ° ° W w AREAS,ADJACENT WALLS OR NOTES �. ° SCH.80 � m VERTICAL WORK. ALIGN ALL PLUG-IN TRANSFORMER a O a (OUTLET BY OTHERS),WITHIN W 1. INSTALL 24-VOLT CONTROL WIRING ADJACENT TO RISERS j LL VALVES, LEAVING ROOM FOR 6'OF CONTROLLER. a \/ \/\/\ w PRESSURE MAINLINE, MAX.3-INCHES ABOVE AND TO o 0 SERVICE INCLUDING FILTER ° \\/ /\\/ / TAPE AND BUNDLE w W w o THE SIDE OF MAINLINE. FINISH Q � REMOVAL. \ \ \ 2. PROVIDE EXPANSION LOOP IN WIRE BUNDLES AT ALL GRADE B. ALL THREADED CONNECTIONS a W z_ Q SHALL RECEIVE 3 WRAPS TEFLON ° // // , CONTROL WIRING w w W w w w CHANGES IN DIRECTION(45 , 90 ,CORNERS, ETC.) � 4 ° \ /\� z AT 10'MAX. W W W W 3. PVC PIPE SHALL NOT BE BENT INSIDE TRENCH TO A o TAPE. ALL THREADED RISERS AND 111 Scripps Drive INTERVALS AND W W W POINT WHERE THERE IS STRESS ON GLUED FITTINGS. NIPPLES SHALL BE SCHEDULE 80. Sacramento, AT JOINTS W 4. NO STACKING OF PIPES ALLOWED, OR MORE THAN / // / // / C. MINIMUM MAINLINE AND RISER SIZE California 95825 NOTES ~ W THREE PIPES IN CONJOINED TRENCHES. \/\\/\ SHALL BE 1"DIA. A. VERIFY CONTROLLER LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE POWER AND ROUTING COPPER FPT ADAPTOR W W 5. COMPACT TRENCHES TO 85% IN PLANTED AREAS,95% \/\ \/\ D. INSTALL VALVES ON MANIFOLD, MIN. 916.945.8003 1916.342.7119 IN PAVED AREAS. SETTLEMENT SHALL BE EVIDENCE OF IRRIGATION / / / /. IRRIGATION OF IRRIGATION CONTROL WIRES WITH SUPERINTENDENT AND LOCAL INSPECTOR. PVC STREET ELBOW,SCH.40 W W W W \� / / B. ALL WIRING AND ATTACHMENT PER NEC AND APPLICABLE LOCAL REQUIREMENTS. NOTES SNAKE PIPE IN W INSUFFICIENT COMPACTION AND SHALL BE REPAIRED LATERAL /�\j/\ MAINLINE FROM BE ON TEES,WITH THE MAINLINE B SEPARATION.ALL VALVES SHALL 4409 cRLA 5044 IRRIGATION MAINLINE(U.N.0) TRENCHES MANIFOLD. C. TYPE OR NEATLY HAND-WRITE CONTROLER STATION ASSIGNMENTS AND SCHEDULE ON MANUFACTURER-PROVIDED A. WRAP AN/OR PAINT EXPOSED LINES W W w AT NO ADDITIONAL COST TO OWNER. EXTENDED MIN. 12"FROM THE LAST INFORMATION CARD OR ON SEPARATE SHEET ATTACHED TO CONTROLLER MANUAL. LEAVE ALL PRODUCT LITERATURE AS DIRECTED BY BUILDER W W 6. EXTEND SLEEVING MIN. 12"BEYOND PAVING O VALVE AND CAPPED FOR FUTURE W W ' W WITH CONTROLLER OR AS DIRECTED BY BUILDER. 7. ONE LINE/PIPE PER SLEEVE,SEP.SLEEVE FOR WIRING L EXPANSION. LANDSCAPE 8. INSTALL(1) EXTRA SLEEVE AT EACH SLEEVED .� IRRIGATION CONTROLLER: INTERIOR WALL MOUNT 2 SHUTOFF VALVE (RESIDENTIAL) 3 IRRIGATION TRENCHING LOCATION,SAME DIAMETER AS LARGEST SLEEVE. REMOTE CONTROL VALVE: RESIDENTIAL IMPROVEMENT NO SCALE ELEVATION NO SCALE NO SCALE AS NOTED NO SCALE PLANS FOR PVC SUPPLY MANIFOLD(LATERAL FROM VALVE) PVC EXHAUST HEADER, 1/2 LINE SPACING PVC EXHAUST HEADER,TYP.AT ENDS PVC SUPPLY MANIFOLD 1"IN PLANTER AREAS, 7480 DE LA TYP.AT ENDS 1/2 LINE SPACING (LATERAL FROM VALVE) FLUSH IN TURF FINISH GRADE MULCH DRIPLINE CONNECTIONS TO LATERAL BELOW — DRIPLINE CONNECTION TO FARGE DRIVE GRADE,TYP. LATERAL BELOW GRADE,TYP. \ �\�\� ' \j\�/\� �\\ C U P E RT I N O, CA FIGURE-8 HOSE END ENCLOSURE �� / - 6"ROUND I FINISH GRADE BY (MIN.) THOMAS JAMES HOMES MIN. PLASTIC AMENDED SOIL IN VALVE BOX � � \ / PLANTER AREAS J \/\/\/ - - \/\ /� BLANK DRIPLINE, KEYMAP: o z w HEADER, DRIP AMENDED SOIL AT FV FV FV LEAVE 18" MIN. � � (D LINE OR PVC, \/\\/ \ \\ PLANTER AREAS SECURELY COIL FOR LU CK O = AS INDICATED. /\ \ GALVANIZED WIRE OPENINGS ACCESS. Q a z STAKE, 12"MIN. "' ofDRIP DISTRIBUTION TUBE I I I I J ~ I I -------_----- I I 0 o z BARBED FITTINGS I I a o = ---- BLANK DRIPLINE TUBING o ---- THREADED TEE X BARB FITTING I �� _ Q LATERAL LINE AND FITTINGS OODOR_O�O�O�DO��C Z O FLUSH VALVE AT LOW BLANK DRIPLINE HEADER PERIMETER OF �� NOTES POINT OF HEADER NOTES S) FOR AIR RELIEF VALVE. IRRIGATED AREA N FLUSH VALVE AT LOW BLANK DRIPLINE HEADER PERIMETER OF O O O O O O O V O S POINT OF HEADER FOR AIR RELIEF VALVE. IRRIGATED AREA NOTES A. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING PER IRRIGATION LEGEND OR SCHEDULE. A. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING PER IRRIGATION LEGEND OR SCHEDULE. A. INSTALL PER MANUFACTURER'S DIRECTIONS AND RECOMMENDATIONS. B. LENGTH OF LONGEST DRIPLINE LATERAL SHALL NOT EXCEED THE MANUFACTURER'S RECOMMENDED MAXIMUM. B. LENGTH OF LONGEST DRIPLINE SHALL NOT EXCEED THE MANUFACTURER'S MAXIMUM RECOMMENDED LENGTH. �o�o IRRIGATION DETAILS B. PLACE STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM,AND FIVE FEET IN CLAY. C. FLUSH VALVE TO BE INSTALLED AT EACH LOCALIZED LOW POINT. VERIFY LOCATIONS IN FIELD AND INSTALL C. FLUSH VALVE TO BE INSTALLED AT EACH LOCALIZED LOW POINT(S). VERIFY LOCATIONS IN FIELD AND INSTALL X C. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE STAKES ON ADDITIONAL VALVES AS REQUIRED. ADDITIONAL VALVES AS REQUIRED. NOTES EACH LEG OF THE CHANGE OF DIRECTION. D. DO NOT ALLOW THE INLET PRESSURE TO EXCEED 50 PSI. INSTALL PRESSURE REDUCERS AT THE CONTROL VALVE IF D. DO NOT ALLOW THE INLET PRESSURE TO EXCEED 50 PSI. INSTALL PRESSURE REDUCERS AT THE CONTROL A. LOCATE FLUSH VALVE AT END OF EACH DISTRIBUTION 6"MIN. DEPTH 3/4" DRAWN BY: Z REQUIRED. VALVE IF REQUIRED. TUBING RUN,WHETHER SHOWN ON PLAN OR NOT. CRUSHED GRAVEL 5 STAFF a CHECKED BY: _ 5 AT-GRADE DRIP: LATERAL CONNECTION 6 AT-GRADE DRIPLINE: CENTER FEED 7 AT-GRADE DRIPLINE: END FEED 8 DRIPLINE: FLUSH VALVE DWc ~ NO SCALE NO SCALE NO SCALE NO SCALE C JOB NO. _ H 20035 a MIN.2", MAX.3" DATE _ CLR.OF EDGES JANUARY 26, 2022 H REVISIONS: m PVC HEADER BELOW W \//\\ \ \\ \\/\��/� GRADE O a a SET HEAD FLUSH IN DRIPLINE AT SPACING a TURF, 1"ABOVE FINISH SPECIFIED ON PLAN N GRADE IN PLANTER / J AREAS. ROOTBALL POP-UP BODY AND I I INSTALL MINIMUM TWO Z NOZZLE PER RINGS AT ALL TREES. O_ 0 IRRIGATION LEGEND \ 36"BOX AND GREATER H TO RECEIVE 3 RINGS V �PNp S Cq pF OC CO�pJ\O� .Cq��C� N ADJACENT PAVING, SCH.80 NIPPLE \ / GALV.WIRE STAKES 2 LA5044 y Z CURB, OR EDGE w O FLEXIBLE RISER,SEE PER NOTES U NOTES BARBED FITTINGS, sig ture t7 0 LATERAL LINE PER TYPICAL. �j,9, Re09/30/Dzte:O�\Q' IRRIGATION LEGEND 0 CALIF O AND PLANS Z DATE SIGNED: 01/27/22 NOTES: NOTES j A. DISTANCE BETWEEN LATERAL ROWS AND RINGS AT TREE SHALL BE EQUAL,AND PER IRRIGATION LEGEND. A. APPLY THREE WRAPS TEFLON TAPE TO ALL THREADED CONNECTIONS EXCEPT MARLEX. H B. FLEXIBLE RISER SHALL BE PRE-MANUFACTURED THICK-WALL HDPE WITH MPT ADAPTERS, LENGTH AS REQUIRED TO B. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH RECOMMENDED BY THE H ALLOW MOVEMENT IN THREE DIRECTIONS. MANUFACTURER. C. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM,AND FIVE FEET IN CLAY. m L22N 9 POP-UP HEAD .� O AT-GRADE DRIPLINE: LAYOUT AT TREES ' z NO SCALE NO SCALE J DRAWINGS IN SET: 7 00 02022 ROACH CAMPBELL,INC.ALL RIGHTS RESERVED.THIS WORK MAY NOT BE REPRODUCED OR USED,IN WHOLE OR IN PART,WITHOUT THE EXPRESS WRITTEN PERMISSION OF ROACH CAMPBELL,INC. JANUARY 27 2022 20035 7450 De La Farge Irr.dwg L Co munity Development Department Planning Division - Cupertino PLANTING NOTES PLANT LEGEND �or'`AS J�,�'F CUPER APPROVED TINO APED A, J+ Case # R-2 PROV 1. SITE ACCEPTANCE:THE CONTRACTOR SHALL OBSERVE THE SITE AND VERIFY THAT ROUGH GRADING AND TREES CODE BOTANICAL/COMMON NAME CONT SIZE QTY ALL OTHER WORK HAS BEEN COMPLETED TO THE CONTRACTOR'S SATISFACTION. ANY PREVIOUS WORK Application Number(s) THAT IS NOT COMPLETE SHALL BE BROUGHT TO THE OWNER'S OR LANDSCAPE ARCHITECT'S ATTENTION IN ApprovalBody: Director/ Staff WRITING. BEGINNING WORK CONSTITUTES ACCEPTANCE OF THE SITE. ARB MRN ARBUTUS X'MARINA`/MARINA STRAWBERRY TREE STANDARD 24"BOX 5 WUCOLS(L),40'(H), MINIMUM PLANTING HEIGHT 8', MAX SPACING 15' Approva I E ate 04/22/22 2. SITE PREPARATION:ALL EXISTING VEGETATION SHALL BE REMOVED(CLEAR AND GRUB). PRIOR TO ROUGH Signature Jeffrey Tsumura GRADING OPERATIONS, PRESERVE ALL TOPSOIL BY STOCKPILING ON SITE. TOPSOIL SHALL BE REPLACED INDO MEL LIN MELALEUCA LINARIIFOLIA/FLAXLEAF PAPERBARK 24"BOX 3 y O M S Case Manager PLANTING AREAS TO ACHIEVE FINAL FINISH GRADES. FOR PLANTERS IN LIME-TREATED AREAS, REMOVE WUCOLS(L),30'(H), MINIMUM PLANTING HEIGHT 8', MAX SPACING 6' TM AND DISPOSE OF EXISTING SOIL TO A DEPTH OF 24"THROUGHOUT THE ENTIRE PLANTER,AND REPLACE WITH CLEAN TOPSOIL. NYS SYL NYSSA SYLVATICA/SOUR GUM 24"BOX 8` H.X 18"W. 1 (3) MUH DUB WUCOLS(M) �__-__^._ 0 1 GAL. 3. POSITIVE DRAINAGE: ENSURE POSITIVE DRAINAGE IN ALL LANDSCAPE AREAS,AND SHALL ADJUST (H)30`-50`X(W)2T-30` n_ cn at ELEVATIONS AS REQUIRED. MINIMUM SLOPE IN TURF AREAS SHALL BE 0.5%TO OUTLET, MINIMUM SLOPE IN MATURE HEIGHT WILL BE OBTAINED IN 10-15 YRS PLANTED AREAS SHALL BE 1.0% 7 6 SHRUBS CODE BOTANICAL/COMMON NAME CONT (4) LAU XSA 4. EXPLANATION OF DRAWINGS: PLANTING INTENT IS TO COMPLETELY FILL ALL PLANTING AREAS, UNLESS M H -� MHO SPECIFICALLY NOTED OTHERWISE. QUANTITIES, (IF SHOWN)ARE FOR CONTRACTOR'S CONVENIENCE ONLY, UOAGA BLF AGAVE X`BLUE FLAME`/BLUE FLAME AGAVE 5 GAL. 1 _ 5 GAL. AND SHALL NOT RELIEVE THE CONTRACTOR OF THE OBLIGATION TO INSTALL PLANTS TO MEET THIS INTENT. WUCOLS(L), (H/W)2.5-3` OLE LIT(9) 3 ALE LIT PLANTING DETAILS ARE CONSIDERED TYPICAL AND ALL WORK SHALL CONFORM TO THESE DETAILS. L. � + + + + + I •� 5 GAL. AGA BL2 AGAVE X`BLUE GLOW'/BLUE GLOW AGAVE 5 GAL. 3 5 GA ARB MRN L. + + + + + + + + = _ = 5. SUBSTITUTIONS: IN THE EVENT ANY PLANT MATERIAL SPECIFIED S NOT AVAILABLE,CONTRACTOR SHALL WUCOLSO (H) ( ) 24"BOX • O • : '. . . .. o�hlt�� RESERVES OTHE SRIGHT TO DETERMINETHEI SUITABILITY OF ANY PRO OSED SUBSTITUTION o CHO ELC CHONDROPETALUM TECTORUM'EL CAMPO'/EL CAMPO SMALL CAPE RUSH 5 GAL. 30 SUBSTITUTIONS TUR SOD(393 sf) _ WUCOLS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. S(L),2' 3'H/W SOD 111 Scripps Drive �"� 6. PLANTING PIT DRAINAGE:EXCAVATED PLANTING PITS SHALL HAVE POSITIVE DRAINAGE. PLANT PITS WHEN DIA LI3 DIANELLA REVOLUTA`LITTLE REV'/LITTLE REV FLAX LILY 5 GAL. 49 Sacramento, + FULLY FLOODED WITH WATER SHALL DRAIN WITHIN 2 HOURS OF FILLING. IF PLANTING PITS DO NOT DRAIN, WUCOLS(M),2'4'(H)X 1'2'(W) O + A/C OTHER MEASURES, INCLUDI NG A V DIAMETER X 8'DEEP AUGURED HOLE BACKFILLED WITH CRUSHED DRAIN California 95825 ROC ILL BE REQUIRED FIC PUM /CREEPING FIG 1 GAL 2 916 94 2 7119 3"BARK MULCH ALL K,W FICUS PUMILA PLANTER BEDS,TYP. WUCOLS(M) 5 409 CRLA 50444 ALL PLANT MATERIAL SHALL COMPLY WITH ANSI Z60.1 "STANDARD FOR NURSERY STOCK,"7. PLANT MATERIAL: • o o - - - - - - - - - - - _ NOTES AND DETAILS ON THE DRAWINGS. UNLESS OTHERWISE NOTED MINIMUM PLANT SIZES SHALL BE AS LAU XSA LAURUS X'SARATOGA` /SARATOGA LAUREL 5 GAL. 23 FOLLOWS. EVERGREEN SHRUBS(EXCEPT DWARF VARIETIES):9"H.X 8"W. FOR 1-GALLON(#1); 15"H.X 12" WUCOLS(L) + O _ W. FOR 5-GALLON (#5);AND 30"H.X 24"W. FOR 15-GALLON(#15). SINGLE TRUNK TREES: 5'H.W/ 1"CALIPER (H) 15`-40` FOR 15-GALLON (#15);8'H.W/2"CALIPER FOR 24"BOX(#25).CONTRACTOR SHALL SUBMIT PHOTOS OF ALL FULLY BRANCHED COLUMNAR FORM FOR SCREEN HEDGE LANDSCAPE • of LOM TSN(31) TREES 36"AND ABOVE FOR LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO PURCHASE OR DELIVERY. 1 GAL. 2 WUCOLS F APPROVAL OF PHOTOS DOES NOT PRECLUDE ON-SITE REJECTION OF UNSUITABLE PLANT MATERIAL. LEU GOL ENDRON X`SAFARI GOLD STRIKE' /YELLOW CONEBUSH 5 GAL. 3 IMPROVEMENT . + CHO ELC(7) 1 GAL. WUCOLS(UNK) � 5 GAL. 8. SITE CLEANLINESS:THE CONTRACTOR IS RESPONSIBLE TO KEEP THE SITE CLEAN, FOR SOIL EROSION PLANS F O R CONTROL MEASURES,AND FOR ANY OTHER GENERAL REQUIREMENTS. SHOULD EXISTING CONDITIONS LOM TSN LOMANDRA CON FERTIFOLIA TINESCAPE'/FINESCAPE SMALL MAT RUSH 1 GAL. 44 + REQUIRE MITIGATION,THE CONTRACTOR SHALL ALERT THE OWNER OR LANDSCAPE ARCHITECT PRIOR TO WUCOLS(L) F�_77j ° PERFORMING WORK. MUH DUB + 0 9. UNDERGROUND UTILITIES:THE CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES PRIOR TO WUCOLS(L) GIA DUBIA/PINE MUHLY 1 GAL. 3 7480 DE LA r BEGINNING WORK. CALL C.G.A. (811)TO LOCATE EXISTING UTILITIES. THE CONTRACTOR SHALL BE 3' (HIW) o I RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF ANY DAMAGED UTILITIES,TO THE SATISFACTORY OF FARG E DRIVE + I + OLE LIT OLEA EUROPAEA`LITTLE OLLE` TM/LITTLE OLLE OLIVE 5 GAL. 24 - THE OWNER AND GOVERNING AGENCY AT NO COST TO THE OWNER OR INCREASE IN BID AMOUNT. WUCOLS(VL),4` (H)X 6` (W) C U P E RT I N O, CA ILI 10. BARK MULCH:A 3"LAYER OF'WALK-ON'BARK MULCH SHALL BE INSTALLED IN ALL PLANTING BEDS. CONTRACTOR SHALL SUBMIT A MULCH SAMPLE PRIOR TO ORDER. APPLY PRE-EMERGENT PRIOR TO SAL MEX SALVIA CHAMAEDRYOIDES/MEXICAN BLUE SAGE 5 GAL. 6 • o0 o PLACING MULCH. IF MAINTENANCE PERIOD EXTENDS PAST 60 CALENDAR DAYS FROM APPLICATION,APPLY WUCOLS(L), N/E EXPOSURES AGAIN PER MANUFACTURER'S INSTRUCTIONS. BY GROUND COVERS CODE BOTANICAL/COMMON NAME CONT CHO ELC(1 1) I � �o - � � 11. THOMAS DAMES HOMES 5 GAL. I 12. SOIL FERTILITY ANALYSIS AND AMENDMENT:THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A SOIL OLE LIT(6) SAMPLE AND LABORATORY SOIL FERTILITY ANALYSIS FOR EACH 10,000SF OF PLANTED AREA,AND FOR ALL 5 GAL. I - J SOURCES OF IMPORT(IF APPLICABLE). SUBMIT ANALYSIS TO LANDSCAPE ARCHITECT FOR REVIEW,AND MYO PUC MYOPORUM X`PUTAH CREEK` /PUTAH CREEK MYOPRORUM 5 GAL. 48"o.c. 9 KEYMAP: DOCUMENTATION OF AMENDMENT FOR COMPLIANCE WITH WATER EFFICIENT LANDSCAPE ORDINANCE. ALL WUCOLS(L), 1' (H)X 10`-15` (W) MEL LIN(3) III III PLANTING AREAS, INCLUDING PLANTING PITS, SHALL BE AMENDED PER THE SOILS REPORT,AND PER LOCAL ORDINANCE, INCLUDING INCORPORATING COMPOST AT THE RATE OF A MINIMUM OF 4 CU YD PER 1,000 SF 24"BOX (5)DIA L13 OF LANDSCAPE AREA TO A DEPTH OF SIX INCHES.SOILS WITH GREATER THAN 6%ORGANIC MATER IN THE � `'":�``:`"� TUR SOD TURF/90%DWARF FESCUE/10% KENTUCKY BLUE. SOD 393 SF 5 GAL. TOP SIX INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. BACKFILL FOR ALL WUCOLS(H) SUCCULENTS SHALL BE 50%CLEAN WASHED SAND. I ) I I 13. CERTIFICATE OF COMPLETION:A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE DESIGNER OF THE LANDSCAPE PLANS, IRRIGATION PLANS,OR THE LICENSED LANDSCAPE " CONTRACTOR FOR THE PROJECT AT THE COMPLETION OF THE PROJECT AND SUBMITTED WITH THE SOIL WATER USE CALCULATIONS = ANALYSIS REPORT TO THE AUTHORITY HAVING JURISDICTION. Q IF- 14. MAINTENANCE PERIOD: SHALL BE A MINIMUM OF 60 CALENDAR DAYS. ANY PLANT THAT HAS BEEN Z Water Efficient Landscape Worksheet Project: 20035 3"BARK MULCH ALL L - - �❑° \ _ J / REPLACED DURING THE MAINTENANCE PERIOD SHALL BE SUBJECT TO AN ADDITIONAL 60 DAYS FROM THE O 7480 De La Farge Date: 1/26/2022 0 PLANTER BEDS, TYP. - - DATE OF REPLACEMENT. ANY DAY OF IMPROPER MAINTENANCE,AS DETERMINED BY THE LANDSCAPE V ARCHITECT OR LOCAL JURISDICTION,SHALL NOT COUNT TOWARD THE MAINTENANCE PERIOD. Plant Factor Irrigation Irrigation Landscape EFAF x Estimated Total Q 15. ROOT CONTROL BARRIERS:WHERE STREET TREES ARE WITHIN 3 FEET OF THE SIDEWALK OR CURB, Hydrozone/Planting Description (PF) Method Efficiency ErAF Area(sf) Area Water Use N \ - - - - - - UlA-CI - - 19 LAU XSA(19) \ 5 G / roQ PROVIDE A ROOT CONTROL BARRIER PANEL ALONG THE FACE OF SIDEWALK/CURB. PANELS SHALL BE 12" Regular Landscape Areas PLANTING PLAN 5 GAL. I / DEEP ALONG SIDEWALKS,AND 18" DEEP ALONG CURBS. CENTER PANELS AT EACH TREE AND EXTEND 10, IN Frontyard Shrub and groundcover(Low) 0.3 DripLine 0.81 0.37 731 271 7,277 I (6)OLE LIT // EACH DIRECTION. Backyard Shrub and groundcover(Low) 0.3 Dri Line 0.81 0.37 1149 426 11,438 O - - - - - I -' 5 GAL. p DRAWN BY: Z �_ _ _ _ 16. UTILITY CLEARANCE: NO TREES SHALL BE PLANTED WITHIN 5'OF WATER AND SANITARY SEWER LINES. NO Backyard Turf(High) 0.9 MultiStrm 0.75 1.20 393 472 12,676 (30)DIA113o ?'` TREES SHALL BE PLANTED UNDER EXISTING OR FUTURE OVERHEAD POWERLINES,AND ALL REQUIRED Totals 2,273 1,168 STAFF Q + + + 5 GAL. o a CLEARANCES SHALL BE MAINTAINED.ALL PLANTING EXCEPT LOW-GROWING GROUNDCOVER SHALL BE 3' CHECKED BY: CLEAR OF ALL FIRE APPURTENANCES PER NFPA 18.5.7 Special Landscape Areas O 0 + (1)NYS SYL \\ ° A. Totals - - DWC ~ O O O + ° ° ° 24"BOX \ 0 17. WORK IN RIGHT-OF-WAY:ALL WORK WITHIN THE RIGHT OF WAY OR TO BE MAINTAINED BY THE LOCAL o Nearest Data Location Menlo Park O LEU GOL(3) 0 O o \ AGENCY SHALL BE INSTALLED PER THE LATEST EDITION OF THE AGENCY CONSTRUCTION STANDARDS,AND JOB NO. 5 GAL. o 0 0 0 \ o Reference Eto 42.8 Estimated Total Water Use (ETWU), 31 391 = 0 0 0 (9)MYO PUC \ ALL OTHER AGENCY REQUIREMENTS. H CHO ELC(12) O 0 5 GAL. \ o Reference ETAF 0.55 Maximum Allowed Water Allowance (MAWA)z 33,174 20035 a 5 GAL. (3)AGA-$L2 - - - 18. TURF INSTALLATION:CONTRACTOR SHALL PLACE AND ESTABLISH SOD IN ALL AREAS AS DELINEATED ON DATE SAL MEX(6) ��/ + + o 5 GAL. 0 THE PLANS AS FOLLOWS. W 18.1. REMOVE ALL ROCKS AND OTHER DELETERIOUS MATERIAL GREATER THAN 3/4" IN DIAMETER. _ 5 GAL. o 0 0 0 + o o ETAF Calculations/Regular Average ETAF for Regular Landscape Areas must be MARCH 1, 2022 � o ESTABLISH SMOOTH GRADES,WITH NO PONDING. ENSURE ADEQUATE SOIL COMPACTION TO AVOID g g p + e Total ETAF x Area 696 PROPERTY LINE,TYP. + + o o SETTLEMENT,WITHOUT EXCEEDING 85% RELATIVE DENSITY. SUBSEQUENT SETTLEMENT SHALL BE 0.55 or below for residential areas, 0.45 or below for non- REVISIONS: m + CLEAR EVIDENCE OF INADEQUATE COMPACTION. Total Area (sf) 2,273 residential areas, and 0.65 for DSA projects. These t + o ° ° ' 18.2. WITHIN 24 TO 48 HOUR OF SODDING, MOISTEN AREA TO BE SODDED TO A DEPTH OF AT LEAST 6",AND Average ETAF 0.31 values are also reference values for determining MAWA. ; LOM TSN (13) MAINTAIN MOISTURE UNTIL SODDING. DO NOT ALLOW SOIL TO BE COME SATURATED. AGA BLF 1 ETAF Calculations/All Landscape O ( ) 18.3. APPLY A STARTER FERTILIZER PRIOR TO LAYING SOD. 19 1 GAL. 5 GAL. PROPERTY LINE,TYP. 18.4. INSTALL SOD WITHIN 12 HOURS OF DELIVERY. DO NOT ALLOW SOD TO SIT IN DIRECT SUNLIGHT OR TO Total ETAF x Area 1,168 'ETWU= Eto x 0.62 x ETAF x Area d :;. ,:•a.e; ^,;..:.: DRY OUT. Total Area (sf) 2,273 2MAWA = (Eto) (0.62) [(ETAF x LA) + ((1-ETAF) x SLA)} a 18.5. STARTING AT A STRAIGHT EDGE, LAY SOD IN STAGGERED ROWS, OFFSETTING JOINTS A MINIMUM OF 2 Average ETAF 0.51ETWU must be less than or equal to MA WA N FEET. N 18.6. AFTER LAYING, ROLL SOD WITH A LIGHT-WEIGHT WATER-DRUM ROLLER(APPROXIMATELY 50 LBS),AND J :_:... =;;• ENSURE FULL CONTACT WITH SOIL. WATER AS SOON AS POSSIBLE,AND IN ALL CASES,WITHIN 1 HOUR Z AFTER LAYING. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - 0 I F v ND S CA pF o vN .CA �co LA 5044 <9 .. y Z I HAVE COMPLIED WITH THE CRITERIA OF THE WATER L V DELA FARG E DRIVE CONSERVATION IN LANDSCAPE ORDINANCE AND _ HAVE APPLIED THEM FOR THE EFFICIENT USE OF Sig ture WATER IN THE LANDSCAPE AND IRRIGATION DESIGN. cP Renewal Date: Q O �,9 09/30/22 �� TFOF CAO\ ~ O �j Z 03/01/22 DATE SIGNED: 03/01/22 J SIGNED DATE H SEE SHEET L3.2 FOR PLANTING DETAILS AND L3.3 0' 8' 16' L3Q =1111N FOR TREE PROTECTION PLAN 1/8"= 1'-0" - c J_ DRAWINGS IN SET: 7 m 02022 ROACH CAMPBELL,INC. ALL RIGHTS RESERVED. THIS WORK MAY NOT BE REPRODUCED OR USED,IN WHOLE OR IN PART,WITHOUT THE EXPRESS WRITTEN PERMISSION OF ROACH CAMPBELL,INC. MARCH 01 2022 20035 7480 De La Farge Pltdwg Con imunity Development Department Planning Division—Cupertino ACCEPTABLE ROOT BALL NOTES T TOP OFCUPERTINo APPROVED ROOT BALL PERIPHERY A. OBSERVATIONS OF ROOTS SHALL OCCUR PRIOR TO ROOT ACCEPTANCE. ROOTS AND SUBSTRATE MAY BE REMOVED Case # R-2021-052 COLLARApplication Number(s) DURING THE OBSERVATION PROCESS; SUBSTRATE/SOIL 0-2" SHALL BE REPLACED AFTER OBSERVATION HAS BEENApprovaI B dy: Director/ Staff PLANTED AREAS SODDED OR SEEDED AREASMPLETED. ApprovaI D to 04/22/22 B. SMALL ROOTS(1/4"OR LESS)THAT GROW AROUND,UP,Signature Jeffre Tsumura SLOPE TO FULL DEPTH OF STRUCTURAL OR DOWN THE ROOT BALL PERIPHERY ARE CONSIDERED Case manager 1" MULCH WITHIN 12"OF EDGE 1/4"TO 1/2" ROOT A NORMAL CONDITION IN CONTAINER PRODUCTION AND LEVEL AT WHICH TOP-POST ROOTS RADIATE FROM TRUNK AND REACH SIDE OF ROOT BALL ARE ACCEPTABLE HOWEVER THEY SHOULD BE _ ROOT EMERGES FROM TRUNK WITHOUT DEFLECTING DOWN OR AROUND. ELIMINATED AT THE TIME OF PLANTING. ROOTS ON THE PERIPHERY MAY BE REMOVED AT THE TIME OF PLANTING. J o a THE POINT WHERE TOP-MOST ROOT(S) EMERGES FROM THE TRUNK(ROOT COLLAR)SHOULD BE WITHIN THE TOP 2"OF SUBSTRATE.THE ROOT COLLAR AND �lu(r� o a \ \\��\ \\ THE ROOT BALL INTERIOR SHOULD BE FREE OF DEFECTS INCLUDING CIRCLING, KINKED,ASCENDING,AND STEM GIRDLING ROOTS.STRUCTURAL ROOTS C. SEE SPECIFICATIONS FOR OBSERVATION PROCESS AND r \X o O O SHALL REACH THE PERIPHERY NEAR THE TOP OF THE ROOT BALL. REQUIREMENTS. mpbell / �X�� APPLY COMPOST AND TILL TOP 8" PROPOSED SEE EDGE CONDITION O J O O \\�\\�\\�\\� REJECTABLE ABSORBING ROOTS ROOTS GROWING REQUIRED AMENDMENTS PER (MIN.) IN ALL FINISH GRADE DETAIL FOR FINAL C Xj\�j C �j �j �j �j �j STRUCTURAL ROOTS SOILS REPORT PRIOR TO PLANTING AFTER FINISH GRADE AT TANGENT TO TRUNK TILLING. AREAS SETTLING ADJACENT SURFACES -- --- -_ '�'.y;...�:.,. :.�;._ :gin.y.. �;_;.. ;_., .` � :'..y �+: :�:i�.�. • :'�x.': °;:�; . JAI l i/':..1.`/JAI 0_ 1\`/�I l�i/` 1\i J 0-1i 1 77, 6 / A M /\ \\\\\\ Sacramento, C 111 Scripps Drive // TOP OF FINISH GRADE ADJACENT AMENDED AND _ / / / //\//\/ MULCH BEFORE MULCH HARDSCAPE, PREPARED SOIL California 95825 /\\ \/\\/\\/\\/\\/\\/\\/\\ HEADER, OR STRUCTURAL ROOTS ONLY ABSORBING ROOTS STRUCTURAL ROOTS STRUCTURAL ROOTS STRUCTURAL ROOTS STRUCTURAL ROOTS 916.945.8003 916.342.7119 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CIRCLE INTERIOR OF ROOT REACH THE PERIPHERY DESCEND INTO ROOT BALL CIRCLE AND DO NOT PRIMARILY GROW TO MISSING FROM ONE SIDE, OTHER OBJECT BALL. NO STRUCTURAL NEAR THE TOP OF THE INTERIOR. NO STRUCTURAL RADIATE FROM THE ONE SIDE. AND/OR GROW TANGENT 4409 CRLA 5044 COMPACTION SHALL NOT EXCEED 85% R.D. IN ROOTS ARE HORIZONTAL ROOT BALL.STRUCTURAL ROOTS ARE HORIZONTAL AND TRUNK. TO TRUNK. PLANTING AREAS. REPORT COMPACTION IN EXCESS NOTES AND REACH THE ROOT BALL ROOTS MOSTLY WRAP OR REACH THE ROOT BALL OF 85%TO THE OWNER/BUILDER PRIOR TO A. PROVIDE POSITIVE DRAINAGE TO OUTLET IN ALL PLANTED AREAS. DO NOT ALLOW SURFACE DRAINAGE ONTO PERIPHERY NEAR THE TOP ARE DEFLECTED ON THE PERIPHERY NEAR THE TOP OF PROCEEDING WITH THE WORK. WALKWAYS, DRIVEWAYS, OR OTHER HARDSCAPE, OR SURFACE DRAINAGE TOWARD OR AGAINST STRUCTURES. OF THE ROOT BALL. ROOT BALL INTERIOR. THE ROOT BALL. LANDSCAPE .� PLANTING AREA SOIL PREPARATION 2 PLANTED AREA EDGE CONDITION AT HARDSCAPE 3 ROOT STRUCTURE: CONTAINERIZED PLANTS IMPROVEMENT NO SCALE SECTION NO SCALE SECTION NO SCALE AS NOTED PLANS FOR ACCEPTABLE NOTES 7480 DE LA ONE CENTRAL LEADER A. MULCH MIN.3"DEPTH, KEEP 6" (NO CO-DOMINANCE) FROM TRUNK. �+ FARGE DRIVE B. PLANTING PIT DIAMETER MIN. SOIL FERTILITY ANALYSIS: NOTE: SEE PLANTING NOTE #11. EXAMPLES 2X DIAMETER OF CONTAINER. CUPERTINO, CA A A B RATIO A C. FERTILIZER TABLETS SHALL BE a 21 GRAM,SLOW-RELEASE, B 1.50" 0.501, 0.33 B- QUANTITY AS FOLLOWS: CERTIFICATE OF COMPLETION: NOTE: SEE PLANTING NOTE #12. 2.50" 0.901, 0.36 CUT STAKES TO KEEP CLEAR BY ° 2.0" 1.00" 0.50 F B 15 GALLON: 8 TABLETS OF LOWEST BRANCHES. o� 24"BOX: 16 TABLETS �, THOMAS JAMES HOMES 2.50" 1.60" 0.64 VINYL TREE TIE, BLACK, 36"BOX: 20 TABLETS UV-RESISTANT, MIN.24"LONG. ASPECT RATIO OF BA IS GREATER THAN OR EQUAL TO 0.66 48"BOX: 32 TABLETS INSTALL WITH SLACK TO ALLOW KEYMAP: ASPECT RATIO IS LESS AS MEASURED 1"ABOVE THE TOP OF THE BRANCH UNION. FLEXIBILITY. SECURE W/ THAN .66 ROOTBALL, REST ON PLINTH GALVANIZED NAIL. WELO COMPLIANCE CERTIFICATE OF UNDISTURBED SUBGRADE 2"DIA.X 10'LODGEPOLE OR COMPACTED SOIL. STAKES. KEEP CLEAR OF Community Development Department MULTIPLE ROOT BALL. 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 REJECTABLE CO-LEADERS SOIL BERM,4-6"HIGH X 8-10" Cupertino, CA 95014 planning@cupertino.org WIDE,OUTSIDE PLANTING PIT 1 X 4 REDWOOD BRACE, CUPERTINO http://cupertino.org/planning CLEAR OF TRUNK. MIN. 1' (OMIT IN SODDED AREAS) FROM FINISH GRADE EXAMPLES PROJECT ADDRESS&A.P.N I A E A B ASPECT AMENDED SOIL IN PLANTING FERTILIZER TABLETS, MIN.4" _ PIT AND SURROUNDING FROM ROOTBALL, 6"DEEP, a z.so 1.80" 0.72 B B PLANTER AREAS EVENLY DISTRIBUTED Z 2.0" 2.0" 1.0 0 2.50" 2.0" 0.80 CERTIFICATE OF COMPLETION F III—III —III r PROPERTY OWNER NAME E-MAIL 4.0" 3.0" 0.75 A \ — — _7\ \LL� �� 0 N PROPERTY OWNER ADDRESS PHONE 19 ASPECT RATIO OF BA IS GREATER THAN OR EQUAL TO 0.66 \ \ \ \ \ o PLANTING DETAILS ASPECT RATIO IS AS MEASURED 1"ABOVE THE TOP OF THE BRANCH UNION. NOTES GREATER THAN .66 \ \ \� \ \ /\ /\ / v I certify that I received copies of all the documents required in the Landscape Ordinance(CMC Chapter 14.15).I understand it is \ \ \ \ my responsibility to record a maintenance agreement stating that the subject landsape is protected and to see that the project is DRAWN BY: Z A. ASPECT RATIO SHALL BE LESS THAN 0.66 ON ALL BRANCH UNIONS.ASPECT RATIO IS THE DIAMETER OF BRANCH(B)DIVIDED BY THE DIAMETER OF j\ / maintained in accordance with the Irrigation Schedule and the Landscape and Irrigation Maintenance Schedule provided. ; THE TRUNK A AS MEASURED 1"ABOVE THE TOP OF THE BRANCH UNION. B. ANY TREE NOT MEETING THESE REQUIREMENTS MAY BE REJECTED, EXCEPTING THOSE NOTED AS"MULTI-TRUNKED" \��\ \\��\\��\\ \ \\ SIGNATURE OF PROPERTY OWNER DATE STAFF = TREE BRANCHING STRUCTURE TREE PLANTING: STANDARD UP TO 36" BOX CHECKED BY: >. NO SCALE AS NOTED NO SCALE SECTION CERTIFICATE OF INSTALLATION DWC 2 JOB NO. 0 COMPANY 20035 � ADDRESS PLAN DATE W LIMIT OF PLANTING AREA PER PLAN o/ NAME JANUARY 26, 2022 H \ z TITLE LIC./CERT.# REVISIONS: m \ G E-MAIL PHONE W PROFESSIONAL SEAL (: + 1 O NOTES I certify that based upon periodic site observations,the landscape planting and irrigation installation has been completed a \ in accordance with the Landscape Ordinance(CMC Chapter 14.15).I understand that it is my responsibility to provide the a A. MULCH MIN.3"DEPTH, KEEP 6" FROM TRUNK. Irrigation Schedule and the Landscape and Irrigation Maintenance Schedule to the subject applicant/property owner Oca aa B. PLANTING PIT DIAMETER MIN. 2X DIAMETER OF CONTAINER. \. N C. FERTILIZER TABLETS SHALL BE 21 GRAM, SLOW-RELEASE, QUANTITY AS FOLLOWS: y 1 GALLON: 1 TABLET \ SIGNATURE OF LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL DATE UJ 2 GALLON: 2 TABLETS J 5 GALLON: 3 TABLETS ( 15 GALLON: 6 TABLETS \ \ \ O \ � � � � / STAFF NOTES: 1. Prescriptive Compliance Application 6. Irrigation Schedule Z ROOTBALL, REST ON \ p (prem t ,inspection El YES El Not Required El YES El Not Required O i # SOIL BERM, 3-4"HIGH X 6-8" PLINTH OF UNDISTURBED date) WIDE, OUTSIDE PLANTING �� g� SUBGRADE OR - - - — — — — — — — — - — — -.- 2. Water Efficient Landscape Worksheet 7. Landscape and Irrigation Maintenance Schedule PIT COMPACTED SOIL. ❑ YES ❑ Not Re uired ❑ YES ❑ Not Re uired 0 FERTILIZER TABLETS P q 8 Report q NDSC A P '9 AMENDED SOIL IN PLANTING � DRIPLINE OF ADJACENT 3. Landscape Plans 8. Soil Management R ort �0�� A M,p � ~ PIT AND SURROUNDING MIN.4 FROM ❑ YES ❑ Not Required ❑ YES ❑ Not Required CO J LA 5044 O O N PLANTER AREAS ROOTBALL,6"DEEP, SHRUBS,AS PLANTED. 2 Q Z NOTES SECTION 4. Irrigation Plans 9. Irrigation Audit Report W r 0 EVENLY DISTRIBUTED AMENDED SOIL IN FERTILIZER TABLETS, v ❑ YES El Not Required El El Required c� V A. "D"IS ON-CENTER SPACING PER PLANTING PIT AND MIN.4"FROM ROOTBALL, y /\ /\ PLANTING LEGEND SURROUNDING 4" DEEP, DISTRIBUTE 5. Grading Plans Sig. ture O B. GROUNDCOVER SHALL BE PLANTER AREAS EVENLY ❑ YES ❑ Not Required �y� Renewal Date:o�� EQUILATERALLY SPACED UNLESS ROOTBALL FOF CA__F 0 11 NOTED OTHERWISE. PLANTED IN C. MULCH MIN.3"DEPTH, KEEP 3" Page 1 of 1 Z FROM TRUNK. AMENDED SOIL. DATE SIGNED: 01/27/22 J D. FERTILIZER TABLETS SHALL BE 21 �� VA VA \ A VAAVAA //AVAAVAA�AAVAA Q GRAM,SLOW-RELEASE, QUANTITY: /� � ��/ // �// /// //// / 1 GALLON: 1 TABLET 2 GALLON: 2 TABLETS m N SHRUB PLANTING 7 GROUNDCOVER PLANTING L3m2 z NO SCALE SECTION NO SCALE SECTION J DRAWINGS IN SET: 7 00 ©2022 ROACH CAMPBELL,INC.ALL RIGHTS RESERVED.THIS WORK MAY NOT BE REPRODUCED OR USED,IN WHOLE OR IN PART,WITHOUT THE EXPRESS WRITTEN PERMISSION OF ROACH CAMPBELL,INC. JANUARY 27 2022 20035 7480 De La Farge Plt.dwg L Con imunity Development Department TTM Planning Division — Cupertino TREE PROTECTION CHART NOTE:SEE ARBORIST REPORT FOR ADDITIONAL INFORMATION LUPERTINO APPROVED Case # R-2021-052 KEYNOTE TAG# ON-SITE PROTECTED TREE DBH SCIENTIFIC NAME COMMON NAME STATUS ApplicationNumber(s) 1 170 YES YES 12" AESCULUSCARNEA 'BRIOTTII' RED HORSECHESTNUT'BRIOTTI' RETAIN AND PROTECT 2 171 YES NO 24" JUNIPER SP. JUNIPER REMOVEApprovaI B dy: Director/ Staff 3 172 YES NO 5" CASSAVA SP. YUCCA REMOVE Approval D, to 04/22/224 173 YES NO 19" JUNIPER SP. JUNIPER REMOVE Signature Jeffre Tsumura 5 174 YES NO 19" LIRIODENDRON TULIPIFERA TULIP POPLAR REMOVE Case Manager 6 175 NO NO 10" LIGUSTRUM LUCIDUM CHINESE PRIVET RETAIN AND PROTEXT 7 176 NO NO 101, LIGUSTRUM LUCIDUM CHINESE PRIVET RETAIN AND PROTEXT NOTES: 6 5 Campbell 1. REFER TO THE ARBORIST REPORT"TREE INVENTORY,CONSTRUCTION IMPACT ASSESSMENT AND TREE PROTECTION PLAN 7480 DE LA FARCE,CITY OF CUPERTINO,CALIFORNIA" PREPARED BY CALIFORNIA TREE AND LANDSCAPE CONSULTING, INC. MHO M HO MHO —AA 0 MHO MHO DATED JANUARY 21,2022 FOR FULL DETAILS. 2. TREES AND SHRUBS NOT IDENTIFIED WITHIN THE REPORT, BUT AS PART OF THE TOPOGRAPHICAL SURVEY,ARE INCLUDED FOR REFERENCE ONLY. — — — - - - - - - - - - - - - - - - - - - - - 3. PROTECT ALL EXISTING ITEMS NOTED TO REMAIN OR OTHERWISE UN-LABELED. 4. EXISTING TREES TO REMAIN UNLESS NOTED OTHERWISE. DO NOT STOCKPILE, DRIVE OVER, OR OTHERWISE DISTURB SOIL — — — _ — — — — _ — — A — — — — — — — — — — — — UNDER DRIPLINES OF EXISTING TREES, EXCEPT AS REQUIRED FOR PLANTING OPERATIONS. 111 Scripps Drive 5. USE HAND TOOLS ONLY FOR SOIL CULTIVATION UNDER DRIPLINES OF EXISTING TREES TO REMAIN. Sacramento, California 95825 F- 'yC 6. TREES NOTED TO BE REMOVED SHALL BE COMPLETELY REMOVED, INCLUDING STUMP AND ROOT MASS. REFER TO ARBORIST 916.945.8003 1916.342.7119 REPORT FOR INSTRUCTIONS ON REMOVING TREE STUMPS WITHIN PROTECTED TREE ROOT ZONES. 4409 cRLA 5044 7. NO ROOTS OVER 2"IN DIAMETER SHALL BE CUT EXCEPT UNDER THE DIRECTION OF AN ARBORIST. ALL CUT ROOTS SHALL BE — — — — — — — — — — — — J — — — — — — COVERED WITH BURLAP OR STRAW AND SHALL REMAIN MOIST UNTIL RE-BURIED IN SOIL. o - - - - - - - -o - - - - - _ - o 8. CALL COMMON GROUND ALLIANCE(811)AT LEAST TWO WORKING DAYS PRIOR TO BEGINNING WORK. CONTRACTOR IS RESPONSIBLE TO PROTECT FOR ALL EXISTING UTILITIES. SEE GENERAL NOTES, SHEET L1.1, FOR MORE INFORMATION. LANDSCAPE I I I IMPROVEMENT I I I PLANS FOR 1 F_ � LEGEND 1 F- L �❑ 1 0 1 g 1 7480 DE LA EXISTING TREE CANOPY,TYPICAL FAR G E DRIVE — EXISTING TREE CANOPY,TYPICAL C U P E RT I N O, CA I 1 I El C �T 1 X TREES TO REMOVE,TYPICAL BY 1 1 0 - __1 1 THOMAS JAMES HOMES _ I L o 0 o KEYMAP: TREE PROTECTION FENCING; REFER TO ARBORIST REPORT 1 1 4 1 III I III I 1 I 1 1 I I 1 I III CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA. SEE TREE PRESERVATION PLAN FOR FENCE ALIGNMENT. 2"X 6'STEEL POSTS OR Z TREE APPROVED PROTECTION .: EQUAL FENCE: HIGH = DENSITY a — 3"LAYER OF POLYETHYLENE Z A/G� 1 ❑ \ / CHIP MULCH FENCING WITH C 1 1 L - - ❑ „ OVER THE J � PROTECTED OPENINGS. P COLOR: ORANGE. V ROOT ZONES G 1 STEEL POSTS TREE PROTECTION PLAN !2 MIN.8.5" X INSTALLED AT 8 ro: 11"SIGN -0"O.C. \ / LAMINATED AND NOTES \ IN PLASTIC, MAINTAIN 1 \ / SPACED EXISTING DRAWN BY: Z - - - - - - - - - — — I \ 9� I GRADE WITHIN 2 ALONG THE �t THE TREE STAFF _ 3 I /X FENCE �/ PROTECTION CHECKED BY: FENCE UNLESS / 1 OTHERWISE � / \ KEEP OUT INDICATED ON DWC / \ Q = TREE THE PLANS JOB NO. / \ z PROTECTION j AREA 0 20035m a DATE LU Ow JANUARY 26, 2022 H NOTES REVISIONS: Cal A. SEE ARBORIST REPORT FOR ADDITIONAL PROTECTION D. NO PRUNING SHALL BE PERFORMED EXCEPT UNDER W REQUIREMENTS.COMPLY WITH ALL TREE PROTECTION THE DIRECTION OF APPROVED ARBORIST.REQUIREMENTS PER JURISDICTION. E. NO EQUIPMENT SHALL OPERATE INSIDE THE C 0 99 B. IRRIGATE AS NEEDED TO MAINTAIN HEALTH OF TREE. PROTECTIVE FENCING INCLUDING DURING FENCE a C. KEEP EXPOSED ROOTS MOIST. INSTALLATION AND REMOVAL. a F. NO MATERIALS SHALL BE STORED INSIDE FENCE. .g TREE PROTECTION FENCING W NO SCALE SECTION Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - C P v \,PNO S CA pF OC MA1�c� CA N J LA 5044 y j r C D� �� DRIVE I AGREE TO COMPLY WITH THE REQUIREMENTS OF v THE WATER EFFICIENT LANDSCAPE ORDINANCE. I 99 Renewal Date:HAVE APPLIED THEM FOR THE EFFICIENT USE OF e .a P C � a - SUBMWATEIT A COMPLETE /LANDSCAPE DOCUMENTATION IN THE LANDSCAPE DESIGN PLANS AND �9TFOFCAS\FO��\ I-. PACKAGE. - ---- C Z DATE SIGNED: 01/27/22 7 01127/22 H DATE m N 0' 8' 16' ♦ 0 L3m3 Z 1/8"= V-0" G J DRAWINGS IN SET: 7 00 ©2022 ROACH CAMPBELL,INC.ALL RIGHTS RESERVED.THIS WORK MAY NOT BE REPRODUCED OR USED,IN WHOLE OR IN PART,WITHOUT THE EXPRESS WRITTEN PERMISSION OF ROACH CAMPBELL,INC. JANUARY 27 2022 20035 7480 De La Farge Plt.dwg L Community Development Department Planning Division - Cupertino -CUPERTINO APPROVED Case# R-2021-052 Application Number(s) TITLE REPORT 280 Approva I dy: Director/Staff Approva l to 04/22/22 �Bq 00,� FIDELITY NATIONAL TITLE COMPANY STEVENS CREEK BLVD Signature Jeffrey Tsumura �`ti ,s Q TITLE NO. FSBC-0302101086-DG Li g Case Manager ,�� 6F �� DATED MAY 27, 2021 � m Q Q �� r LEGAL DESCRIPTION. o MCCL LAND RD Q my a� N Ld co � N SSMH RIM 101.81 SSMH RIM 93.90 l j1/ ■ THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF CUPERTINO, COUNTY OF SANTA 85 N `'� BOLLINGER RD � j CLARA' STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: 6" INV THRU 93.21 X99.48 6" INV THRU 86.10 X/ 15 LOT 99, AS SHOWN ON THE MAP OF TRACT NO. 2168 WESTLYN UNIT NO.2, WHICH MAP WAS FILED FOR w /I RECORD ON OCTOBER 28, 1959 IN BOOK 113 OF MAPS, AT PAGE 23, SANTA CLARA COUNTY RECORDS. Q Uj -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX 6'Ste- I/- l EX 6'S� - - - - - - - - - - - - - - - - - - - - - DE LA FARCE DRIVE SIT E N89°54 30 E 187_00 - EXCEPTIONS AND EXCLUSIONS: (DE LA FARGE DR) I IJI ® INDICATES TITLE REPORT ITEM NUMBER SS LATERAL PER I "' i 98.95 ITEMS O THROUGH ® RELATE TO TAXES AND LIENS AND CANNOT BE PLOTTED. Ifto LOCAL BM X99.99 "S" MARK IN CONC IU : x SET CUT X IN CONC I EDGE OF o i EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS VICINITY MAP EL. 100.00 STREET SIGN TOP OF I PAVEMENT �; O DELINEATED OR AS OFFERED FOR DEDICATION, ON THE MAP OF SAID TRACT/PLAT; NOT TO SCALE - - - - - - - - VERTICAL CURB - - - - - I NOTES: 99.90 99.51 99.39 I 99.02 PURPOSE: LIGHT AND AIR EASEMENT DESIGNATED AS BUILDING SETBACK LINE AFFECTS: THE NORTHERLY 20 FEET OF SAID LAND 240'f TO NEAREST FH 99:.79 ■" 99'95 99.71 i 1) RECORD INFORMATION AND PROPERTY DESCRIPTION ARE PER TITLE REPORT LISTED HEREON. 15.9't I J i PURPOSE: PUBLIC SERVICE EASEMENT 1.6'f I TREE 170 I 9919 AFFECTS: THE SOUTHERLY 5 FEET OF SAID LAND 2) UTILITIES SHOWN ARE BASED ON OBSERVED EVIDENCE AT THE TIME OF THE FIELD SURVEY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 99.71 99.61 12" DBH ADDITIONAL RESEARCH AND INVESTIGATION WOULD BE REQUIRED TO DETERMINE THE EXACT Q . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I ON SW I PURPOSE: WIRE CLEARANCE EASEMENT LOCATIONS OF UNDERGROUND UTILITIES. DO NOT RELY ON THIS SURVEY FOR SUCH . . . . . . . . . . . . . . . . . . . . . . CQ C. . �n AFFECTS. THE NORTHERLY 5 FEET OF THE SOUTHERLY 10 FEET OF SAID LAND `n. .l . LOCATIONS. SOME UTILITIES COULD BE COVERED BY STRUCTURES OR OBJECTS SUCH AS 10.0:30. . 10.0:07. . . . . . . . . . . . . . . . . 99..77. . . . .I. . . . . .99..68. . . . . . . . . . . . . . . . . . . . . . . . .�. . . . . .1. .99.25. . . . . . . . . . . . . - - - AUTOMOBILES, TRUCKS, CONTAINERS, ETC. ,�, N89°54 30 E 60.00 ITEMS © THROUGH ® RELATE TO CC&R'S, A HOMESTEAD DECLARATION, AND DEEDS OF Z 3) ALL DISTANCES SHOWN ARE FEET AND DECIMALS THEREOF. J TRUST, AND CANNOT BE PLOTTED. � Y U 4) NO SANITARY SEWER CLEANOUT WAS LOCATED DURING THE FIELD SURVEY. GRASS CONC. N GRAVEL/SHRUBS I BENCHMARK: 5) ALL TIES SHOWN HEREON ARE PERPENDICULAR UNLESS OTHERWISE NOTED.. TREE 171 . . . . . . . . bW. . . Z TREE 172 24" DBH 101.84 1100 9 5" DBH BENCHMARK ID: LOCAL BENCHMARK 6) STRUCTURES, TREES, AND IMPROVEMENTS ON NEIGHBORING PROPERTIES ARE APPROXIMATE MULTI-STEM m x MULTI-STEM AND HAVE NOT BEEN SURVEYED. U CONCRETE IN TOP OF CURB OF 7480 DE LA FARCE DRIVE MASONRY DESCRIPTION: SET CUT X IN CONC 02.39 101.63 0 101.56 1 CNI WALL ELEVATION: 100.00' (ASSUMED) .. . . I ' '102:2.2 . . 1.01;.7.4 I - - - - - - - - - - - - - - - - - - 101 79 . . . 101.57. . . . 101 81 I BASIS OF BEARINGS: .102: 2 "� " 101.541 REFERENCES: GRASS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF WESTLYNN WAY, BEING 1.02.22 N49°27'00"W PER "TRACT NO. 2168 WESTLYN UNIT NO.2" (113 M 23). (#) INDICATES REFERENCE NUMBER 1.02..25 IQI 101.75 x I`�I I (2) TRACT 1939 (84 M 32) �` x IQ2:14 101.76 ASSESSOR'S PARCEL NUMBER: WOOD FENCE 359-26-037 FLOOD ZONE: TREE DBH�102.03 °° ZONE D: AREAS IN WHICH FLOOD HAZARDS ARE UNDETERMINED, BUT POSSIBLE. U 02:05 1 � AREA � C) I SOURCE: FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), c�i�` o. . 02:9. � N P. COVERED / 1 FLOOD INSURANCE RATE MAP, MAP NUMBER 06085CO216H PORCH 1 o . . . M 1 0 6,165 SQ. FT. MORE OR LESS. DATED: MAY 18, 2009 r 102 54 101.76 LOT J J oI x 1.02:.67 LOT 99 (113 M 23) I J r l JJ REVISED PER LOMR CASE NO. 13-09-1209P o . . . . . ROOF PEAK I oo DATED: APRIL 11, 2013 2' � ) z�` EXISTING SINGLE EL. 117.20 I Z ( 1 13 M 2� ) LEGEND & ABBREVIATIONS r)MT1ING STORY RESIDENCE DIRT r)MS]ING - - BOUNDARY LINE BM BENCHMARK Rr SID INN FF 103.7 kr SIDEN C/ RIGHT OF WAY Q CONC CONCRETE (11820 SQ. FT.±) I STREET CENTERLINE DBH DIAMETER AT BREAST HEIGH �C TIE LINE DW DRIVEWAY CONC STOOP 101.65 - - - ADJACENT PROPERTY LINE EL ELEVATION 102 64. EM102.58. 102.67 x EXISTING STRUCTURE EX EXISTING 1.a2 63 FF FINISHED FLOOR . . . 1 1 . . . WOOD FENCE EXISTING UTILITY PIPE . ...... . . . . . . . . . 102.60 o Z OHW OVERHEAD WIRES FH FIRE HYDRANT . . . CONC Q w �' GRASS - INV INVERT FENCE LINE Ln J w w O FOUND STREET MONUMENT ¢ LS LANDSCAPE 103.19 GRASS . . . . . . w w z EM EXISTING ELECTRIC METER OHW OVERHEAD WIRES "' w 102.05 �"' - - - - - - - - - �, N x - EXISTING GAS METER SW SIDEWALK - - - - - - - - - - - - - - - - - 103.18 m '1' 0 SS SANITARY SEWER 103.10 TREE 174 = � 102.10x EXISTING WATER METER - - - - - 102.87� _-_-H - - - - - - - - - - - - - - - ❑ WATER FAUCET SSMH SANITARY SEWER MANHOLE - - - - 19 DBH- - - - - - - - - WOOD FENCE 102.40' x 103.30 GROUND ELEVATION W WATER X_ N89°59'00"W 60.00' X _x � EXISTING FIRE HYDRANT WS WATER SERVICE OH W OH W OH OH OH 1 OH W OH W OH W 0 W O SANITARY SEWER MANHOLE f TREE 176 UTILITY POLE TREE 175 10" DBH „ OFF-SITE O DBH 7480 DE LA FARGE DRIVE OFF-SITE LOT 2J LOT 3J M 32 J EXISTING I 1 J 4� M 3 2 J TOPOG C & BO DA S U y r)M ]ING SWIMMING )MS ]ING POOL R r S 1 D r 1\1 C r R r J 1 D r 1\1 r r 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: JUNE 2312021 SHEET NO. 6/23/21 � 7960 � SAN RAMON (925) 866-0322 C b SACRAMENTO (916) 375-1877 MARK H. WEHBER DATE 9 1 WWW.CBANDG.COM REGISTERED L.S. N0. 7960 qTF OF CA��°� 0 10 20 30 CIVIL ENGINEERS SURVEYORS PLANNERS OF I SHEETS o 0 JOB NO.: 3085-000 N 0 N T FA3085-0001CUPERTINOV480 DE LA FARGE DRIVEACAMEXHIBITSM-LOT SURVEY 7480 DE LA FARGE DR.DWG