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R-2022-001 Approved Plans Community Development Department Planning Division — Cupertino 'CUPERTINO APPROVED SHEET INDEX Case # R-2022-001 Application Number(s) Approval Body: Director/ StafF ARCHITECTURAL LANDSCAPE Approval Date 09/01/22 A0.0 Cover Sheet 1-1 . 1 Construction Plan Signature Brianne Harkousha Case Manager D1 .0 Demo Plan L2. 1 Construction Details A1 .0 Proposed Site / Data L2.2 Construction Details A1 . 1 Lot Coverage L3. 1 Planting Plan LMW ■ A2.0 First Floor Plan L3.2 Planting Legend / Notes A2. 1 Second Floor Plan L3.3 Planting Details A2.2 Square Footage L4. 1 Tree Protection Plan OWNER: A3.0 Exterior Elevations / Roof L4.2 Tree Protection Detail Cupeltno Thomas James Homes A3. 1 Sections L5. 1 Irrigation Plan 255 Shoreline Dr STE 428 A3.2 Sections L5.2 Irrigation Legend and Notes Redwood City, CA 94065 A4.0 Privacy Planting L5.3 Irrigation Details June 8th A5.0 Color and Material Board L5.4 WELO Compliance Certificate � 2022 Phone: 650.382.0648 Planning Application ContactCIVIL Cynthia Thiebaut 1 Topographic Survey cthiebaut@tjhusa.com ARCHITECT: KTGY Group, Inc. SQUARE FOOTAGE 1814 Franklin St. Suite 400, Oakland, CA 94612 Square Footage Per City Standard: 1 st Floor (Excluding Garage) : 1061 .34 s.f. Phone: 510.272.2910 2nd Floor: 992. 17 s.f. Contact Garage: 443.26 s.f. Franklin La Pointe Total Area: 2496.77 s.f. flapointe@ktgy.com Square Footage Per Industry Standard : 1 st Floor: 1061 s.f. CIVIL ENGINEER: 2nd Floor: 941 s.f. Total Living: 2002 s.f. CBG Garage: 443 s.f. 2633 Camino Ramon #350 Total Area: 2445 s.f. San Ramon, CA 94583 Phone: 925.866.0322 VICINITY MAP ---M-1 LANDSCAPE . HMH 4 � 1570 Oakland road _ r' " I .. # i 1. I f��d San Jose, CA 95131 I 1 1 @ I Phone: 408.487.2200 �r+5. � ASoil .'f * ■+ oell 1 - g OCAS J4 K25V2A-TS Architecture Planning s 888.456.5849 1874� ' .OREE AVE SCHEMATIC DESIGN COVER SHEET • Tj► ktgy.com Cupertino, CA #2021-0725 JUNE 8, 2022 AOmO i 'yOMF-S TABLE 1: PROJECT DATA Community Development Department Address: 18745 Loree Avenue APM: 375-19-017 / Planning Division - Cupertino Zoning District: R1-5 Lot Area: 5,549.00 SQ cueeRTino APPROVED Case # R-2022-001 Land Use: Low Density EXISTING 1-STORY Lot Width: 57' Lot Depth: 99' RESIDENCE ApplicationNumber(s) Residential (1-6 du/ac) DEMOLISH EXISTING ONE-STORY SINGLE FAMILY HOME WITH DETACHED GARAGE. CONSTRUCT A NEW / Approval Body: Director/ Staff / Approval Date 09/01/22 TWO-STORY HOME, 3 BEDROOMS WITH ATTACHED 2-CAR GARAGE AND ATTACHED ADU. / Signature Brianne Harkousha Case Manager DEVELOPMENT STANDARDS STANDARD EXISTING CODE REQUIREMENT PROPOSED SETBACKS: CUPERTINO MUNICIPAL CODE (CMC) Chapter 19.28.070 j FIRST SECOND FIRST SECOND FIRST SECOND (OFF-SITE) EXISTING i TREE TO REMAIN AND NOTE: THE FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR PROTECT. SPECIFICATION FOR FRONT 23' N/A 20' 25' 20' 25' i 57-0" THE AC SHALL BE TREE #6 NON—PROTECTED PROVIDED THAT REAR 31' N/A 20' 25' 20' 28' CITRUS (1 4" DBH) N W 6' WOOD INDICATES THE DBA SIDE (LEFT) 10, N/A 5' 15' S' 15' To BE REMOVE ENCE TYP. LEVEL AT THE ----- - - - - - RECEIVING PROPERTY SIDE (RIGHT) 9' N/A 5' 15' 12' 15' 5'-0" '-6" 13'-10" 23'-8" 1 ' O" ADU S.B. LINE CANNOT EXCEED 50 dBa. TOTAL SIDE 19, N/A 10, 30' 17' 30' — — — — X — — V) OHW OHW OHW OHWN X W 7OH - OHIW OH 0 W Q OHW = OHW OHW OHW OHW OHW 1 5-0 __j O c2 o r ----—————— — — — — — — — — ——— - - t U_ -- LOT COVERAGE: CUPERTINO MUNICIPAL CODE (CMC) Chapter 19.28.070 TREE #5 NON-PROTECTED - Z TOTAL LOT COVERAGE 1,820 SQ FT 2,497.05 SQ FT* 1,929.99 SQ FT PEACH (3.9" DBH) - _ RETAIN AND PROTECT N oo SQUARE FOOTAGE: 00 N - Overha g NEW 3' WOOD FENCE LEGEND BELOW GRADE N/A N/A N/A Line FENCE GATE FIRST FLOOR 1 � - - - - - - - - 3' HIGH FENCE Mir N (EXCLUDING GARAGE) 1,403 SQ FT N/A 1,061.34 SQ FT 6' HIGH FENCE SECOND FLOOR N/A N/A 992.17 SQ FTTREE #4 NON-PROTECTEDGARAGE 216 SQ FT N/A 443.26 SQ FT LIME (9" DBH) TO BE REMOVED '- " T DETACHED BUILDINGS 105 SQ FT N/A N/A R S.B. Second - - - - TOTAL 1 724 S FT 2 497.05 S FT 2 496.77 S FT Floor Line Q , Q , Q X. 2ND ADU N/A N/A 500.80 SQ FT TREE #3 NON-PROTECTED F S.B. *F.A.R. 45% of lot area PEAR (14" DBH) - o X TO BE REMOVED M PROPOSED 2-STORY 15' 0" 2 FLR S.B. GARAGE/PARKING: CUPERTINO MUNICIPAL CODE CMC Cha ter 19.124 `V ( ) p EXISTING 2-STORY - RESIDENTIAL BUILDING # OF PARKING SPACES 1 4 4 RESIDENCE _ INTERIOR GARAGE X X DIMENSIONS PER SPOT 11'x17' 10'x20' 20'-1"x20'-1" oo GARAGE WIDTH AS A First Floo PERCENTAGE OF THE Line 0 Q 2-CAR FRONTAGE WIDTH 35% 50% 36% GARAGE NEW 6' WOOD— HEIGHT: CUPERTINO MUNICIPAL CODE (CMC) Chapter 19.28.070 FENCE / GATE X lLJ MAIN BUILDING HEIGHT 10, 28' 25'-0" TEEE / CABLE N I 15-0 FLR S.B.D ACCESSORY BUILDING RN, ELEC METER H o oX HEIGHT N/A N/A N/A _ IMPERVIOUS PAVING: SEE DIAGRAMSHEETAI.1 ❑ �, X LOTS <60' WIDTH 50% FRONT YARD AREA 42% TREE #2 NON-PROTECTED LOTS >60WIDTH 40% FRONT YARD AREA PLUM (9" DBH) o° 2 '-7" (50 o Max. � N TO BE REMOVED w -0" 1 S Fron age) �° '-5"�O O1 R S.B. NEW 3' LOW—,, Q 0'X20' DRIVEWAY ❑o WOOD FENCE (� I PARKIf�I z }/ o N I CP1NCR TE DRIVE ❑ ❑ I i I x /X OHW O W OHW 0HVk CH W X nH, X x � n i n - - TREE 1 NON-PROTECTED 370 I 200 # j 57'-0" (Frontage Ix .5 = 28'-6") ❑TAINT❑DS PRO ECT DBH) 18745 Loree Ave. 18735 Loree Ave. I I - ---------------- - - - - - - - - ! - - - - - - - - - - - --/------------------ - - ------ ------------ ----------------- ❑ ❑ II ` I I � I ` I ` Calvert Drive 1019O Calvert Dr. 18745 Loree Ave. STREET SCAPES \ 00As J4�, K25V2A—TS Architecture + Planning LP►• Scale: �0q888.456.5849 1 1874 L REE AVE SCHEMATIC DESIGN N _ SITE PLAN ktgy.com Tj Cupertino, CA #2021-0725 JUNE 8, 2022 0 5 10 20 Al mO HoM�-S Community Development Department Planning Division - Cupertino CuFLRTINO APPROVED Case # R-2022-001 Application Number(s) Approval Body: Director/ StafF BLOCK CALCS : BLOCK CALCS : Approval Date 09/01/22 Signature Brianne Harkousha Case Manager 0 HOUSE - 1ST FLOOR 0 ROOF OVERHANG - 1ST FLOOR 1 . "38'-0 x 19'- 1 " = 725 . 17 S Q . FT. 15 . 2'-7" "x 1 '-0 = 2.58 S Q . FT. LU _ 2. 3'- 10" x 1 '-3" = 4.79 SQ . FT. 16. 1 '-0" x 6'-8" = 6 .67 SQ . FT. 0 14-4 22 8 0 3 . 9'-2,5" x 7- 1 1 " = 72.90 SQ . FT. 17. 2'-0" x 10'-0" = 20.00 SQ . FT. 4. 6'-5" x 28'-2" = 180. 74 S Q . FT. 18. 1 '-0" x 12'-7" = 12.58 S Q . FT. _ - - - 5 . 2'-3.5" x 5-3.5" = 12. 13 S Q . FT. 19 . 1 '-0" x 10'-0" = 10.00 S Q . FT. BLOCK CALCS : 4 6. 6'-9 .5" x 2'-3.5" = 15 .5 6 S Q . FT. 20. 14'-4" x 1 '-0" = 14.33 S Q . FT. ° = El 7. 9'-5 .5" x 5'-3 .5" = 50.05 S Q . FT. 21 . 1 '-0" x 34'-4" = 34.33 S Q . FT. " 13 22. 3'-0" x 1 '-0" = 3.00 SQ . FT. 0 IMPERVIOUS SURFACE i 0 _ _ _ TOTAL = 1061 .34 S Q . FT. 23. 1 -0 x 21 -0 = 23.50 S Q . FT. 0 -' 24. 20'-6.5" x 1 '-0" = 20.54 S Q . FT. 25 . 4'-9" x 4'-0" = 19 .00 S Q . FT. i 1 o o __ 26 . 6'-9" x 4'-0" = 27.00 SQ . FT. 38'_0" - - _ _ _ _ _ _ _ 0 GARAGE 27. 20'-0" x 20'-0" = 400.00 .FT.SQ 2 I 8. 2'-0" x 0'-5 ,5" = 0.92 S Q . FT. TOTAL = 147.53 S Q . FT. = I o I - 1 9 . 6'-9 ,5" x 3'-0" - 20.38 SQ . FT. 01 TOTAL = 446 .00 SQ . FT. ; 10. 20'-6 .5" x 20'-6.5" = 421 .96 SQ . FT. LA LULC TOTAL = 443.26 SQ . FT. o I - =I" �7 o0 5 M 8 0 PORCH & MISC . MAX. IMPERVIOUS SURFACE : 9'-5�" 6'-92" -3�' ° ' _ 2 2 vi� 1l 7 -7.5 x 14 8 111 .83 SQ . FT. FRONT SETBACK AREA = 1054. 16 S . F. 2'-0" ® 12. 14'-4" x 11 '-7" = 166.03 SQ . FT. 50% MAX. SURFACE ALLOWED o ,° � o 1054. 16 S . F. X .5 = 527.08 S . F. MAX. � I TOTAL = 277.86 SQ . FT. I � PROVIDED : 42% L - I 4 �n I 20'-6 " 6,_5„ 7'-72" I I ADU o 13. 22'-8" x 21 '-T = 489 .22 S Q . FT. L EHI 14. 1 '-0" x 11 '-7" = 11 .58 SQ . FT. 4'-9" / 0 o TOTAL = 500.80 S Q . FT. © o 0 6-9„ o 0 0 " " First Floor Ll 37-0" 20'-0" MAIN HOUSE COVERAGE 57'-0" MAXIMUM LOT COVERAGE 5,549 .00 LOT x .45 = 2,497.05 SQ . FT. (45%) First Floor ACTUAL LOT COVERAGE 1061 .34 + 443.26 + 277.86 + 147.53 = 1 ,929 .99 SQ . FT. (35%) MAXIMUM IMPERVIOUS SURFACE OAS 14�� K25V2A-TS Architecture + Planning Scale: 1/8 1�-011 888.456.5849 Tj 18745 ..OREE AVE SCHEMATIC DESIGN I - I LOT COVERAGE j ktgy.com Cupertino, CA #2021-0725 JUNE 8, 2022 0 4 s 16JT w 5'-011 2'-0" 1 4'-4" 23'-8" 12'-0" Community Development Department _ Planning Division — Cupertino B-A3. p • 2040 o Floor Plan Summary: tUPERTINO APPROVED Case# R-2022-001 CSMT - - - - - - - - - - - Main House : Application Number(s) (n Eaun�l. 3 Bedrooms Approval Body: Director/Staff � ltacke�J Approva I Date 09/01/22 �/� - - - - - 2.5 Baths Signature Brianne Harkousha O ~ Case Manager O cn • • o ` N edroo � N U 2002.02 s .f. Living _ 1 1 -4 x 10-0 2480 h g ` ADU : O U o � A-A3. i �8p 74 0 _ l Bedroom 1 Bath l N 500.80 s .f. Living Outdo r PR 80 FR. w 2,502.82 Total Living - I LivingS Ce DR . TEMP Living ADU 15'-4" x 1 1 '-T 21'- " x 10'-10" Kit hen 2 80 FR. R. TEM EGATE - - - - - - - - - - - - - FAR Requirement: (Main House Only) e I 00 Lot Size : 5549 .00 s .f. 12080 BI-PART GLI. DR. TEMP. 00 0000 FAR Max. : .45 � � N I - - - - - - - - - - 5549 .00 x .45 = 2497.05 s .f. Max. media I - - - - - - - - - - - - - - ( Includes Garage) Oining Room 3 -816 I L, 15'-6'' x l l '-0" I l C U U- FAR Provided : LO Gr at Ro m I o 1 st Floor: 1061 .34 s .f. rl rl2' x18'- " ; U- � Garage : 443 .26 s .f. � I I , g CY) 4'-0" '-o" I- I Subtotal : 1504.60 s .f. i � � 0000- - - - - o I l ; o N 2nd Floor: 992. 17 s .f. � U _ Total : 2496.77 s .f. o I itc� rfi - � _ _ O O O jd Second Floor Requirement: Cv a k-i n O OOu pcy� a t o0 66% Max. of 1 st Floor + Garage Q rop I I Elec zone - 1504.60 x .66 = 993 .04 s .f. Max. �� ;av',C6 ' t Provided : 992. 17 s .f. 20'-1 Cl) 2880 ° G rage ° • AccessoryDwelling Unit means an 11 x 20 1 J D (TEMP) I attached or a detached residential Porch dwelling unit which provides - OTE i complete independent living 1080 FG . op O TEMP , facilities for n r more persons . It N I N I � I ac es o one o o e pe so s . - - - - shall include permanent provisions I = p low � j linen NV for living, sleeping, eating, cooking tele / � I I � , le I I and sanitation on the same parcel elec. I [� meter Ll as the primary dwelling unit is 16080SECTIONALGAR. DR situated . An accessory dwelling unit oU also includes the following : N � g N a . An efficient unit, as defined in 2040 ' CD Y V; � , CSMT �' Section 17958. 1 of Health and ' Safety Code . L ILL. 5'-0" 1„ '' / b . Amanufactured home, as CD Side S.B. 20 -62 ,' 6'-5" 7 -7� '-7' 3'-1 0" 12'-0" Street S.B. N , 400, defined in Section 18007 of the Health and Safety Code . oMAs Jq K25V2A-TS Architecture + Planning F� 874 L REE AVE SCHEMATIC DESIGN Sca�e:��'4" - �'_°" 1 888.456.5849 Tj �+ � O v v FLOOR PLANS • ► ktgy.com Cupertino, CA #2021-0725 JUNE 8, 2022 0 2 4 a A200 Community Development Department 100I / B-A3. 1 Planning Division — Cupertino CUPERTINO APPROVED Case# R-2022-001 r - - - - - - - — — — — — — - - - - - - - - - - - - - Application Number(s) I I Approval Body: Director/Staff I 1 Approva I Date 09/01/22 m I I Vi I I Signature Brianne Harkousha Case Manager W PRIVACY PLANTING REQUIREMENT PER CMC A-A3. 11 I 1 Section 19.28. 120 (SEESHEU-A4-.% - - - - - - - - - - 1 I I IF7/— — — — — — — — — — — — — — — — — I I I I I I 1 1 I 1 1 I 1 I 1 I 1 I I 2 0 CS 40 CS T I I I I I I I I o L2480 3 T P I I I I I 2036 2036 1 1 Primary CSMT CSMT I I 1 I WIC Bath 1 I 21 '-0" I.f. I II I 1 \ 80 I III 1 i I III Lo 1 \\ // 3080 a) M I 1 \ I L—V_ Tbarn G U I 1 I I 1 \ I door 0 1 N o I 1 Primary 0' 1 I o � I I o Bedroom o V 1 'O U`-' U N 13'-0" x 15'-10" 1 1 Q I O'75 � a) m CD 1 15'-0" Street S.B. N U edroom 2 ?26 N I 1 10'-6'' x 1 1 '-0' 1 I ® ® I 15'-0" ide S.B./ c? o — — N M U NRV) �j co II N do / I Bath I o 2 — — — (� 2040 G N U 2480 sin 1 I CD 0 Hall 2880 I N L nd. CD I 5080 BI-PASS -� -� oN U II x l 1 I L — �JL — �J 7 1 F� I I 1 e d ro m 3 2040 1 1 '-0" x 10'-0" CSMT I 1 0V) I 1 I I egress c4 U 1- - - - - - - - -_ _ _ _ J I 2650 2650 2650 7 1 CSMT FG CSMT 1 I 1 L- — — — — — — — — — — — — — - - - - - - - - - - I m I I � I I 0 i LL 0 N oVAps J-4 K25V2A-TS �� s Architecture + Planning 18745 LOREE AVE SCHEMATIC DESIGN Scale: 1/4" = 1 -o 888.456.5849 FLOOR PLANS • Tjktgy.com Cupertino, CA #2021-0725 JUNE 8, 2022 0 2 4 8 A201 Atoms'. Community Development Department Planning Division - Cupertino CuFLRTINO APPROVED Case # R-2022-001 Application Number(s) Approval Body: Director/ Staff Approval Date 09/01/22 Signature Brianne Harkousha Case Manager BLOCK CALCS : BLOCK CALCS : 0 HOUSE - 2ND FLOOR 14'-4" 22'-$" 1 � 0 HOUSE - 1ST FLOOR 13 . 12'- 10.5" x 14'-7" = 187.76 S Q . FT. ;; _ _ _ 1 . 38'-0" x 19'- 1 " = 725 . 17 S Q . FT. 14. 12'-7.5" x 16-6 .5" = 208.84 SQ . FT. 2. 3 x 1 '-3" = 4. 79 SQ . FT. 15 . 0'- 10" x 15'-3" = 12.71 S Q . FT. - - - - - - 3 . 9'-2.5" x 7'- 1 1 " = 72.90 S . FT. � , Q = Q 12'4102" 12'-74 1 „ 16 . 13 -6 ,5 x 7 -7.5 - 103 .26 SQ . FT. _ , I 4. 6 -5 x 28 -2 - 180. 74 SQ . FT. EF 1 17. 16'-2" x 17'-3" = 278.88 S Q . FT. 0 5 . 2'-3 .5" x 5'-3 .5" = 12. 13 S Q . FT. 18. 12 -0 x 5 - 1 1 - 71 .00 S Q . FT. I o o . . . . . 6 . 6 -9 .5 x 2 -3 .5 - 15 .56 S Q . FT. 19 . 5 -5 x 9 -9 .5 - 53 .04 S Q . FT. I - „ _ _ _ _ _ _ _ _ _ _ _ _ _ 7. 9 -5 .5 x 13 20. 1 '-8" x 3'- 10.5" = 6 .46 S Q . FT. 38 0 I I I „ , �� T 14�IN ! o TOTAL = 1061 .34 SQ . FT. 15 �' TOTAL = 921 .95 SQ . FT. _ �N W 6'-5" 1. 9,- �„ I'_10 GARAGE STAIRS ��N 1 = 8. 2 x 0'-5 .5" = 0.92 SQ . FT. r� 21 . 1 '-8" x 3'-7" = 5 .97 SQ . FT. o 5 r�" _ = 9 . 6'-9 ,5" x 3'-0" = 20.38 SQ . FT. IZ�J 17 ao 22. 8'-4" x 7'-5 ,5" = 62. 15 SQ . FT. �LO 8 1 10. 20'-6 .5" x 20'-6 .5" = 421 .96 SQ . FT. °--D 23 . 41_7" x 0'-5 ,5" = 2. 10 S Q . FT. 9'-52 6-92�, _31, I - - - -IC4 TOTAL = 443 .26 S Q . FT. 011 16'-2' -5 IC 4 ® 00 I 00 TOTAL = 70.22 SQ . FT. o '8 I 1 ST FLOOR TOTAL = 1504.60 SQ . FT. I � 2ND FLOOR TOTAL = 992. 17 SQ . FT. L - - - - - I _ -0' C 1-0 ADU L J ' ' 11 . 22'-8" x 21 '-7" = 489 .22 S Q . FT. � 2 6 -5 2 1 - 12. 1 '-0" x 11 '-7" = 11 .58 SQ . FT. I I TOTAL = 500.80 SQ . FT. Second Floor First Floor SECOND FLOOR REQUIREMENT: MAXIMUM TOTAL FLOOR AREA 5,549 .00 LOT x .45 = 2,497.05 SQ . FT. (45%) 66% MAX. OF 1 ST FLOOR + GARAGE PROPOSED TOTAL FLOOR AREA 1 ,504.60 + 992. 17 = 2,496 . 77 SQ . FT. (45%) 1504.23 X . 66 = 992. 79 S . F. MAX . PROVIDED : 992. 17 S . F. ADU FLOOR AREA = 500.80 SQ . FT. DONS Jq,,, K25V2A-TS Architecture + Planning Lr Tj 18745 REE AVE SCHEMATIC DESIGN I Scale: l'I 10 1 SQUARE FOOTAGE • 888.456.5849 � 5 � S C C Q ktgy.com Cupertino, CA #2021-0725 JUNE 8, 2022 0 4 8 16 A202 r Community Development Department Planning Division — Cupertino 7 1 5 9 8 4 3 2 2 5 10 6 4 1 9 3 8 CUPERTINO APPROVED Case # R-2022-001 BLDG. HEIGHT +l 33.67' Application Number(s) — Approval Body: Director/ Staff Approval Date 09/01/22 Signature Brianne Harkousha Case Manager T.P. +129.07' C6 O_ + Ml� O O B� FZLU - = O O G F4Op _ 3 O O = FN�F R\ 0 0 -, -, O / I J — — — — — N � F.F. +120.01 ' m Q 1 250 T.P. +118.76' Q 25012 i x I o I I i O o = — N I —' _ ao —' — — — — — — — - - - - - - - O 0 I I N 0�1 C—) F ON, 10 (DO �0 MEN Cv - I I I K I I I I i I FFE +109.70' ` I NG +109.06' NG +108.90' NG +108.90' NG +108.67' (High Point) I LEFT — RIGHT I — (Low Point) West PROPERTYSOUth RI ht ElevationPROPERTY Front ElevationI J LINE LINE Scale:11/4" = 1'I0" Scale:11/4" = 1'I0" 0 2 4 8 0 2 4 8 DS--y IDS 1.-0., IDS w N (� C14 ------- ------ ' p 7: 4:12 DS =cr-------L---------P S w RIDGE 4:12 --L--- ----\ " I � �`` �� I Material List. �� i ii SAR ZONE 8 9 ❑ Composition Shingle Roofing iIiI i1 11 1 FLAT ROOF 1 I 4:12 RIDGE 2 Scupper & Downs outp II �Q 4:1 2 1 1 II I I L---JL---JL---J L 1 11I y I 11 . . 1 I II II RIDGE ' J- 1 I - ❑ ❑ - ❑3 Stucco Finish N N 4 _j Stone Veneer RIIIJI w D IDS 0 o o ❑5 Vinyl Frame Window (Typ . ) - - , 6 10 Fiberglass Front Door I ❑ g IDS I 4:12 i - - 7 Metal Garage Door — — — — — — — — — — — — — — — — � - - - - - - - - - - - - - - - - - - - - - — � �I 1 FLAT I I L — IROOF I ® 2x6 Fascia w/ Ogee Gutter RIDGE w �� o II and Round Downspout 4:12 ENG+108.6T NG+108.90' NG+109.06' NG+108.90' ' — — — � I I 1 - (Low Point) ❑9 Expansion Joint J DS DS =° ----- ' -----��= DS _ 1 DS = ' FLATLight and Address Sign - ---- _ ROOFNorth - Left ElevationEast - Rear Elevationo I Scale: 1/8" = 1'10" I Scale: 11/8" = 1'10" ROOF PLAN 0 4 8 16 0 4 8 16 OVERHANG : 12" RAKE : 12" ROOF PITCH : 4:12 U.N.O Scale: 11/8" = 1' 011 0 4 8 16 OOA'S J4Ai K25V2A-TS Architecture + Planning ~a 4� Q I Scale:I1/4" = 1'�01. EXTERIOR ELEVATIONS 888.456.5849 Tj 187 5 LOREE AVE SCHEMATIC DESIGN 0 2 4 8 A3mO ktgy.com Cupertino, CA #2021-0725 JUNE 8, 2022 _ , N0 MES Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case# R-2022-001 Application Number(s) Approval Body: Director/ Staff BLDG. HEIGHT +133.67' Approva I Date 09/01/22 Signature Brianne Harkousha Case Manager Q Attic LO T.P. +129.07' 1-o o6 0 +I Bedroom 3 Bath 2 Bedroom 2 WIC ` 9 Z e11 N w O 0 LLJ N O a cal F.F. +120.01 ' co P. +1 18.76' x Q 0 00 Outdoor o Garage Kitchen Dining Living Area FFE +109.70' Section A - South Scale:I1/4" = 1'i0" I 0 2 4 8 BLDG. HEIGHT +133.67' - x N Q Attic T.P. +129.07' co 0 Primary �I� (D=j Hall Bedroom Z o� w 0 � O � u� j N F.F. +120.01 ' m Q T.P. +118.76' x 0 ib ADU ADUo N Pdr Entry Great Room Living Bedroom o1 FFE +109.70' Section B - South I Scale:I1/4" = 1'I0" 0 2 4 8 oMAs J'q� K25V2A—TS FI I Scale:I1/4" = 1'i°" SECTIONS Architecture + Planning 18745 LOREE AVE SCHEMATIC DESIGN 888.456.5849 —� ►� A3m 1 ktgy.com Cupertino, CA #2021-0725 JUNE 8, 2022 0 2 4 s No M SS Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2022-001 Application Number(s) Approval Body: Director/ Staff Approval Date 09/01/22 Signature Brianne Harkousha Case Manager BLDG. HEIGHT +133.67' Atf C T.P. +129.07' 00 0 Bath 2 Hall �'0 z w N oR 40,0 � -' F , w ' CV >' N F.F. +120.01 ' co a 250 T.P. +118.76' X 25� p 0 o j Pantry Garage Hall `r'o N -CD o ON o Ll FFE +109.70' I I I I LEFT RIGHT PROPERTY PROPERTY LINE Section C _ West LINE Scale: 1/4" = 1'IO" 0 2 4 8 OOAs J4,,�, K25V2A—TS Architecture + Planning �� Scale:I1/4" = 1'i0" SECTIONS 888.456.5849 18745 LOREE AVE SCHEMATIC DESIGN 0 2 4 8 A302 ktgy.com Tj Cupertino, CA #2021-0725 JUNE 8, 2022 _ _ 410M S Community Development Department Planning Division — Cupertino CuF LRTINO APPROVED Case # R-2022-001 Application Number(s) Approval Body: Director/ Staff Approval Date 09/01/22 Signature Brianne Harkousha \ Case Manager I I I • I LAWN SHADED AREAS SHOW _- LINE-OF-SIGHT FROM WINDOW \ \ - - - - - - - - \ JAMBS AT 30 DEGREE ANGLE I I I I O T PLl • I � I IIII �III I I I III T I �V LAWN TREES SHOWN FOR ILLUSTRATIVE SCREENING LOCATION PURPOSES ONLY SEE LANDSCAPE PLANS FOR SPECIES I SELECTIONS AND LOCATIONS) [Y-D J 0 0 L�J L A� A I \ I • I � � DRIVEWAY LAWN \ / / 1 I / I 1 / SECOND FLOOR PRIVACY PLANTING REQUIREMENTS \ PER CMC Section 19 .28,. 120 00AS J4 K25V2A-TS Architecture + Planning `a F� 1 874 ` REE AVE SCHEMATIC DESIGN I Scale: l1/8" = I0 I PRIVACY PLANTING • 888.456.5849 Tj �+ 5 � S C C ► ktgy.com Cupertino, CA #2021-0725 JUNE 8, 2022 0 4 8 16 A400 '� tioM�S l� Community Development Department 10 A S J,q Planning Division — Cupertino J, r CUP RTINO APPROVED Cse # umatignIA1 PRA pis MES : BLACK t o urn�e Approval ody: Director/ Staff A prova I tt nami/99 Si nature Brianne Harkousha Case Manager O M � TM HOUSE NUMBERS a) -a0 STOM LO }. N U O ' ~ .t • a N C) -0- �• ! N O 0 LU O N u 01 �• 18745 — __ _ n► 0) N N ^' N O � �l ♦ U C L I DARK SKY COMPLIANT a (V EXTERIOR LIGHT FIXTURE t y> > L 9„W X 18 75" H 0 ..v. CD W o N FR NT D R - ,� ao � o 00 W 0 _ J U C L J _ U U i O 0 MASONITE Q cn Q CDE cn 0 0 =VISTA GRANDE FULL LITE DOOR �' � M J CDc, - co E WITH 2 SIDE LITES z ° -9 -§ 2 a) o � o : 2 6 0 LUJ N .NL C U E C E O O EO 0 L C 0 E � 0 PURE WHITE c�CIO 0 -0 SW 7005 T - � � � L M 0 0){ o STUCCO `° a a U o FASCIA AND EAVES 2 � ID � o: � N o WINDOW AND DOOR TRIM E 0 0 W -0 co E o a' c0 a) 0oE ~ Q N E o X 0) Q N -22 0 00 Q fl (6 U 0 U O E ! TRICORN fw„ BLACK S — - A NOTES: . -. 7 1 1 • • DIMENSiON5 PROVIDED IN.THIS DOCUMENT GARAGE DOOR :o_. � `' ' T ARE BASED OFF THE ARCHITECTURAL PLANS C LO PAY GRAND HARBOR �. , ,; �_ AND ARE TO BE VERIFIED IN FIELD. ACTUAL p , , • ' 111 ' FIELC CONDITIONS MAY EFFECT THESE DESIGN 41 , INSULATED , DIMENSIONS, PROJECT MANGER TO NOTIFY DESIGNER OF DIMENSIONS AND FIELD SOLID TOP 11 CONDITIONS THAT DIFFER FROM THE DESIGN • 3 y, PACKAGE AND ARCHITECTURAL PLANS, � k A } _ k x L . = s• DATE: 3_ f1 03.18.22 \I i �,r DESIGNER, F ` .;t ter= `� SAMIA RASHED s ; 4 ELDORADO STONE AcH�TET: r z :_ KTGY RIDGETOP ISPER WHITE i d i / - - NOTE: RENDERINGS SHOWN ARE - FOR ILLUSTRATION PURPOSES ONLY AND ARE NOT INTENDED TO BE AN ACTUAL DEPICTION OF THE 8745 FENCE STAIN HOME OR ITS SURROUNDINGS FIELDSTONE GAF ROOF SHINGLES EXTERIOR RENDERINGS PLAN K25V2A (NOT TO SCALE) TRANSITIONAL Community Development Department Planning Division - Cupertino CUPERTINO APPROVED Case# R-2022-001 Application Number(s) JOHNSON AVENUE Approval dy: Director/Staff - - N00°20'15"W 66.88' - - 280 Approva I E ate 09/01/22 CD BASIS OF BEARINGS Signature I Brianne Harkousha "'�(1)(3) `r' 5_00'(�) TITLE REPORT(1)(3) STEVENS CREEK BLVD Case Manager FIDELITY NATIONAL TITLE COMPANY Cn 20'± TITLE NO. FSBC-0302101185-DG DATED JUNE 17, 2021 Q < SITE [< BARNHART AVE L O- 5- L O- 5 � LEGAL DESCRIPTION: o (LOREE AVE) C N �� r � � � �� r � � � o G $5 ( it it IMJ I 1 ) (il it ]yI I J ) � � BOLLINGER RD THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF CUPERTINO, COUNTY OF r��J r 1 J\l r r�� r l��r r r J��J r 1 J\l r r r l�� r O w SANTA CLARA, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: Q w z oz X ``' I FOUND MONUMENT LOT 35, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "TRACT NO. 1004", WHICH MAP WAS FILED = w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -a - - - - - - FOR RECORD IN THE OFFICE OF THE RECORDER OF THE COUNTY OF SANTA CLARA, STATE OF 108.66 1Q8:61 108.32 WELL, NO MONUMENT w b � X x CALIFORNIA ON SEPTEMBER 10 1952 IN BOOK 40 OF MAPS AT PAGES 29 AND 30. WOOD FENCE 0 108.41 30.00' 5.00' PER 2 N00°20'15"W 57.00' 10�7 1° ( ) ----. _ --- - ------------------- 1 EXCEPTING THEREFROM THE UNDERGROUND WATER OR RIGHTS THERETO WITH NO RIGHTS OF x x - 108.88 - - 109.04 x 108.86 00 UTILITY POLE SURFACE ENTRY, AS GRANTED TO SAN JOSE WATER WORKS, A CALIFORNIA CORPORATION, 108.88 108.85 108.81 RECORDED ON SEPTEMBER 19, 1952 IN BOOK 2490 OF OFFICIAL RECORDS, PAGE 619. OH W OH W OH W OH "EXISTING SHED OH W x x �H W OH W OH W OH W TREE #6 0 79 (101 SQ. FT.±) 4'± 10g 0 108.42 VICINITY MAP 14" DBH 108.80x 108.73 108.73 108.67 !108.64 - - - - - - - - - - - - - - - - - - - - - - - - - - - - T 3 - - - - - o� � EXCEPTIONS AND EXCLUSIONS: I in = +� EXISTING GARAGE , 108 61 NOTES: NOT TO SCALE I X v' `l 216 SQ. FT.± CONC � X108.33 ® INDICATES TITLE REPORT ITEM NUMBER 108.92 z 6 ( ) �W. . � 1) RECORD INFORMATION AND PROPERTY DESCRIPTION ARE PER TITLE REPORT LISTED HEREON. N TREE DBH 108.90 108.90 X � o�� 108.50 ITEMS O THROUGH O RELATE TO TAXES AND LIENS AND CANNOT BE PLOTTED. " x 2) UTILITIES SHOWN ARE BASED ON OBSERVED EVIDENCE AT THE TIME OF THE FIELD SURVEY. X 108.98 w `" 108.77 108.5 I EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS DELINEATED ADDITIONAL RESEARCH AND INVESTIGATION WOULD BE REQUIRED TO DETERMINE THE EXACT WOOD FENCE TURF 105:03 108.69 x © LOCATIONS OF UNDERGROUND UTILITIES. DO NOT RELY ON THIS SURVEY FOR SUCH 108.96 LOCATIONS. SOME UTILITIES COULD BE COVERED BY STRUCTURES OR OBJECTS SUCH AS ON THE MAP OF SAID TRACT/PLAT; 108:94 108.84 . . 108.36 OR AS OFFERED FOR DEDICATION, , X08.84 �. . . . . . . . . . 108.90 108.78 108.67 AUTOMOBILES, TRUCKS, CONTAINERS, ETC. x 108. O PURPOSE: PUBLIC UTILITIES EASEMENT CQNC. . . . . 108.96 108.96 109.01 109.02 GRAVEL AFFECTS: THE EASTERLY 10 FEET OF SAID LAND 109.01 108.:96. . . . . . . . . 108.66 3) ALL DISTANCES SHOWN ARE FEET AND DECIMALS THEREOF. 108.94 . . . 108.97 LOCAL BM I ITEMS O THROUGH O RELATE TO CC&R'S AND DEEDS OF TRUST, AND CANNOT BE PLOTTED. 4) ALL TIES SHOWN HEREON ARE PERPENDICULAR UNLESS OTHERWISE NOTED. cM. . . . . - - EX GAS SET MAC NAIL X 1.09.p2.. . T.. . . . 1.08:.83. 10.8:7: .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1Q8:69. . . . . . EL. 108.46 108,68: 108.51 108.58 5) STRUCTURES AND IMPROVEMENTS ON ADJACENT PROPERTIES HAVE NOT BEEN SURVEYED. 108 8.. CONC STOOP w BENCHMARK: J 1 J�� ix ,08 68 108.55 108.26 LOCATIONS DEPICTED HEREIN ARE APPROXIMATE. ..I.I. ..f ( TREE #4 ^ X 6) TREE TAG INFORMATION RELATED TO TREE INVENTORY IN THE PROJECT ARBORIST REPORT r LOT 35 ' Z 0O BENCHMARK ID: LOCAL BENCHMARK (4�J I�� 9 ) 9 DBH X w 5.5± 3.6 ± w DESCRIPTION: SET MAG NAIL IN THE PAVEMENT OF LOREE AVENUE. DATED 7/19/21 AND PREPARED BY HMH. r,X I S r J N r r S 1 r JN r r (40 M 29 108*90 i LS X SW � d ELEVATION: 108.46' (ASSUMED) TREE #3 1 ) x. . . . . . . r o 14" DBH X 08 93 Z x08 88 w o REFERENCES: EXISTING SINGLE . .. . . . "' BASIS OF BEARINGS 108.93 108.49 � � STORY RESIDENCE 0 (#) INDICATES REFERENCE NUMBER I 108:9B. . 108:6 z � z /.. . . 08 8. . GONC. � FLOW LINE (1) TRACT 1183 (44 M 11) X THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF JOHNSON AVENUE, BEING FF 109.33 MAILBOX 108.80 108.60 N00°20'15"W PER TRACT NO. (44 M 11). X (2) TRACT 1004 (40 M 29) . . . . . �� (1 ,403 SQ. FT.±) 108.80 108.82I IRON FENCE (3) CORNER RECORD (3003) 0892 FLOOD ZONE. o' ROOF PEAK X10.8. 108.19 ASSESSOR'S PARCEL NUMBER: • r- EL. 119.16 . z EDGE OF 375-19-017 ZONE D: AREAS IN WHICH FLOOD HAZARDS ARE UNDETERMINED, BUT POSSIBLE. . x j. . . . X. . . . . x . . . . . I PAVEMENT 109.00 108.74 0 .1.. . . . . .. . . . . . . 109..00 SOURCE: FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), IX 108.96 109:03 108.57 TOP OF AREA: FLOOD INSURANCE RATE MAP, MAP NUMBER 06085CO228H 108:93 108.97 ROLLED CURB 109.00 .108.94 108.93 1 x . 108:96 x 5,549 SQ. FT. MORE OR LESS. DATED: MAY 18, 2009 109. 6 . . . . . . 108.9.2 109.09 TREE #2 1:08;90:. . . . . . . . . x. . . . . . . . . . . 108.8.6 . . . . 109.07 x x . . . . . . 109.01 " WOOD FENCE 108 7 108.5 108.18 9" DBH .1.08 89. . CONC 1 108.47 . . . . . . . . . . . . . . . . 108,90. . . . . N 108.78 . . . . . . . . . . . . . . . . . . . . . r108.94 LEGENDABBREVIATIONS 108.40 �M'� 108.39 . 08: 1 108.14 BM BENCHMARK x x x x v - - - - BOUNDARY LINE CONC CONCRETE 108.59 SSCO RIM 108.86 1 108.71 108.44'� x 108.85 0o STREET SIGN RIGHT OF WAY . . . . . . . . . . . . . . . . . . . GRASS TREE #1 °off Z 0 46 - DICL DUCTILE IRON PIPE FOUND REBAR ,0,0 } STREET CENTER LINE DW DRIVEWAY P.L.S. 4516 PER (3) 37.5 DBH p' 108.28 00�, 0�8.98 TOP OF -------------------- TIE LINE EL ELEVATION op 51.00' X N00°23'00"W 37.00' R'2 + VERTICAL CURB ADJACENT PROPERTY LINE EX EXISTING X107.9 5 HH X 08.40 108.24 %/////////////%%//////////////// �, IRON FENCE �n X EXISTING STRUCTURE FF FINISHED FLOOR 107.51 U J 107.97� . . . . 1.08.27. . OH W OH W OH W. . . . OH . w(V OH,W - VaL� �� CURB RAMP - - - - - - - - - - EXISTING UTILITY PIPE FH FIRE . . +1 107 19.108.02 108.1 HYDRANT . . . . . 1 CONC SW. �cn 107,72.•.8 OH W OVERHEAD WIRESLS LANDSCAPE . . . . . 107:46 7 1107.96 108: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 107:26 . . '� 1.07..9 . PUE PUBLIC UTILITIES EASEMENT . . . . . . . . . . . . . . . . . . . I i FENCE LINE 106.95 ll 107.45 107.64 EDGE E O FOUND STREET MONUMENT I � I PAVEMENT OHW OVERHEAD WIRES it UTILITY POLE 1 • FOUND MONUMENT AS NOTED SW SIDEWALK I b i1 I ER EXISTING ELECTRIC METER CD I o I n SS SANITARY SEWER Q o o�I INI ER EXISTING GAS METER SSCO SANITARY SEWER CLEANOUT 1 ICI I 0 EXISTING WATER METER SSMH SANITARY SEWER MANHOLE 1 \w/ 0 WATER FAUCET SSMH W WATER it CALVERT DRIVE x 103.30 GROUND ELEVATION WM WATER METER L - - - - - - - - - - - - - - - �I - - - - - -�X 12'rS� - - - - L - - - - - - - - - - - - - - �X 12'rS� - - - - - -, - - - - - - � EXISTING FIRE HYDRANT 51.00' NO°23'00"W 87.00' -° \ WS WATER SERVICE 0 SANITARY SEWER MANHOLE �\ 0 SANITARY SEWER C EANOUT 18745 LOREE AVENUE I _ � _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOPOG C & BO DA SU y SURVEYOR'S STATEMENT: CITY OF CUPERTINO SANTA CLARA COUNTY CALIFORNIA THIS TOPOGRAPHIC BOUNDARY SURVEY REPRESENTS A SURVEY BY ME OR UNDER MY DIRECTION. LAND SCALE: V = 10' DATE: JULY 2612021 0 SHEET N0. 7/26/21 7960 SAN RAMON (925) 866-0322 Cb SACRAMENTO (916) 375-1877 F/z MARK H. WEHBER DATE s� ��Q WWW.CBANDG.COM REGISTERED L.S. NO. 7960 qTF OF CA\-\F 0 10 20 30 CIVIL ENGINEERS SURVEYORS PLANNERS OF I SHEETS M JOB NO.: 3085-000 N N F M85-000=PERTIN0118745 LOREE AVEMADIEXHIBITSIXB-LOT SURVEY-1 8745 LOREE AVE.DWG Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2022-001 Application Number(s) Approval Body: Director/Staff Approval Date 09/01/22 / Signature Brianne Harkousha Case Manager / TREE #6 NON—PROTECTED CITRUS (14" DBH) TO BE REMOVED — X x — — x DEMO x X XISTING SHE I - - - - - - - - X DEMO X EXI ST N G GARAGE O I x REMOVE EXISTING WOOD FENCE (TYP) x (REMOVE EXISTING TREE #4 NON—PROTECTED I x IJVON FENCE (TYP) LIME (9" DBH) TO BE REMOVED X x x X TREE #3 NON—PROTECTED I x PEAR (14" DBH) TO BE REMOVED x X X �I I I I W DEMO X x EXISTING RESIDENCE Ix X O X x X Ix I I I x x x X I x I ITREE #2 NON—PROTECTED PLUM (9" DBH) X X TO BE REMOVED X X X x X x xJ X X °oo°000°° x °0�°'° x x x x x x x x x x i i i Calvert Drive o�ps �q� K25V2A-TS s Architecture + Planning►• Scale: /8" = 1� 0�� 888.456.5849 18745 LOREE AVE SCHEMATIC DESIGN _I I DEMO PLAN ktgy.com Tj Cupertino, CA #2021-0725 JUNE 8, 2022 0 4 8 16 D1 00 kp r„I�S Community Development Department Plan ing Division — Cupertino CONSTRUCTION LEGEND CUPLRTINO APPROVED Case # R-20 0 _ - - _. -_ _ SIGNED BY REFERENCING DETAIL DESCRIPTION SYMBOL pplicatiorl+77—rrb-;:,- PLANTING AREA PA Land Use Entitlements Approval Body: irector1/. 19RADING PLANS PREPARED BY CBG CIVIL ENGINEERS DATED: OCTOBER 5, 2021. Land Planning Approval Date 09/01/�2 GEOTECHNICAL REPORTS PREPARED BY MID PACIFIC ENGINEERING, INC. DATED: JULY 15, 2021. TYPICAL TYP Landscape Architecture Civil Engineering Signature Brilne Harkousha Utility Design Ca,PROJECT NOTES EQ Land Surveying \ EQUAL Stormwater Compliance SOIL MANAGEMENT REPORT SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND SOIL AMENDMENTS SHALL BE FOLLOWED PER THE REPORT. PHYSICAL / \ 1570 Oakland Road (408)487-2200 COPIES OF THE SOIL MANAGEMENT REPORT SHALL BE PROVIDED TO CLIENT, PROJECT LANDSCAPE ARCHITECT AND LOCAL AGENCY AS REQUIRED. SOIL / ALIGN San Jose, CA 95131 HMHca.com MANAGEMENT REPORT SHALL CONFORM TO STATE AB1881 WATER EFFICIENT LANDSCAPE ORDINANCE OR AGENCY ADOPTED WELO AS FOLLOWS: (1) SUBMIT SOIL SAMPLES TO A LABORATORY FOR ANALYSIS AND RECOMMENDATIONS. / CENTER LINE C3.' �PNDSCApe (A) SOIL SAMPLING SHALL BE CONDUCTED IN ACCORDANCE WITH LABORATORY PROTOCOL, INCLUDING PROTOCOLS REGARDING ADEQUATE SAMPLING ��a N JOE( GgQC DEPTH FOR THE INTENDED PLANTS. �� \P </� /� y A No. 529z CONCRETE PAVING PEDESTRIAN r (B) THE SOIL ANALYSIS MAY INCLUDE: SOIL TEXTURE, INFILTRATION RATE DETERMINED BY LABORATORY TEST OR SOIL TEXTURE INFILTRATION RATE TABLE, PH, TOTAL SOLUBLE SALTS, SODIUM, PERCENT ORGANIC MATTER, AND RECOMMENDATIONS. I EXISTING TREE TO REMAIN ""'2' CRenard Dote s AND PROTECT CONCRETE PAVING VEHICULAR s 6-D-?2 P (2)THE PROJECT APPLICANT, OR HIS/HER DESIGNEE, SHALL COMPLY WITH ONE OF THE FOLLOWING: 1 L2 1 �9TF OF (A) IF SIGNIFICANT MASS GRADING IS NOT PLANNED, THE SOIL ANALYSIS REPORT SHALL BE SUBMITTED TO THE LOCAL AGENCY AS PART OF THE LANDSCAPE /7 -O 5-O /p cap DOCUMENTATION PACKAGE; OR L 1 CONTROL JOINT (B) IF SIGNIFICANT MASS GRADING IS PLANNED, THE SOIL ANALYSIS REPORT SHALL BE SUBMITTED TO THE LOCAL AGENCY AS PART OF THE CERTIFICATE OF COMPLETION. L2 EXPANSION JOINT �nnnnnnr orn A s ✓q (3)THE SOIL ANALYSIS REPORT SHALL BE MADE AVAILABLE, IN A TIMELY MANNER, TO THE PROFESSIONALS PREPARING THE LANDSCAPE DESIGN PLANS AND \ �� PA �� ' IRRIGATION DESIGN PLANS TO MAKE ANY NECESSARY ADJUSTMENTS TO THE DESIGN PLANS. 4 THE PROJECT APPLICANT, OR HIS/HER DESIGNEE, SHALL SUBMIT DOCUMENTATION VERIFYING IMPLEMENTATION OF SOIL ANALYSIS REPORT • Af � E DECOMPOSED GRANITE RECOMMENDATIONS TO THE LOCAL AGENCY WITH CERTIFICATE OF COMPLETION. 0 v pq - n�V� — r PROPOSED TREE L2.1 \ PA TYPICAL F WOOD HEADER �o `�� CONTRACTOR MUST PROVIDE AN IRRIGATION AUDIT IN ACCORDANCE WITH TITLE 23 BY THE STATE DEPARTMENT OF WATER RESOURCES SECTION 492.12, OR L2.1 5'-0" A/o M E s T� LOCAL AGENCY APPROVED ORDINANCE: IRRIGATION AUDIT, IRRIGATION SURVEY, AND IRRIGATION WATER USE ANALYSIS PRIOR TO PROJECT ACCEPTANCE. PA __j CONCRETE PAD FOR AC L2.2 WOOD FENCE, 6'-0" HEIGHT CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE WORK IS COMPLETE AND IN COMPLIANCE WITH THE MOST CURRENT CODES, ORDINANCES AND o PA 'U UNIT, SEE NOTE 6 REQUIREMENTS OF THE GOVERNING AGENCY. HMH IS NOT RESPONSIBLE FOR CHANGES WHICH OCCUR TO THE CODES, ORDINANCES OR REQUIREMENTS AFTER EXISTING TREE TO REMAIN m \ o LAWN 1 O'-O" PA L2 LOW WOOD FENCE, 3'-0" HEIGHT - — — — - THE GOVERNING AGENCY'S APPROVAL OR DURING INSTALLATION. AND PROTECT, PRUNUS SPP. ` - e1-I-I-I-I-I-I-1e CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS / o PA LAWN L2 AC UNIT SCREEN FENCE AND PROGRAMS IN CONNECTION WITH THE WORK. HMH IS NOT RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION CONTRACT DOCUMENTS, NOR RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR THEIR AGENTS A NOTES: OR EMPLOYEES, OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. �, _ H WOOD GATE 1. SEE SHEET L2.1 - L2.2 FOR CONSTRUCTION DETAILS. Uj L2.1 T-0" HEIGHT 2. SEE SHEET L4.1 FOR TREE PROTECTION PLAN AND DETAIL. TREE AS REQUESTED BY THE OWNER, HMH WILL VISIT THE SITE AT INTERVALS APPROPRIATE TO THE STAGE OF CONSTRUCTION TO REVIEW THE PROGRESS AND PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO QUALITY OF WORK AND TO DETERMINE IN GENERAL IF THE WORK IS BEING PERFORMED IN A MANNER INDICATING THAT THE WORK, WHEN COMPLETED, WILL BE 1e PA I CONSTRUCTION. PA I 3. ALL CONCRETE PAVING ADJACENT TO WALLS SHALL HAVE AN I"I"I IN SUBSTANTIAL CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. HOWEVER, HMH WILL NOT MAKE EXHAUSTIVE OR CONTINUOUS ON-SITE CONCRETE PAD FOR AC OBSERVATIONS TO CHECK QUALITY OF THE WORK. I _ _ _ _ _ _I PA UNIT, SEE NOTE 6 EXPANSION JOINT WHETHER SHOWN ON PLANS OR NOT. Uj 4. FENCE LOCATIONS ARE DIAGRAMMATIC. FINAL LOCATIONS ARE O THERE IS NO WARRANTY OR GUARANTEE EITHER EXPRESSED OR IMPLIED BY HMH FOR THE COMPLETION OF THE WORK OR THE QUALITY OF PERFORMANCE OF TO BE COORDINATED IN THE FIELD BY CONTRACTOR. > THE CONSTRUCTION CONTRACTOR(S). EXISTING TREE TO BE 5. CONTRACTOR SHALL REFER TO SHEET GP-1 FOR SITE GRADING Z Q REMOVED, TYPICAL AND DRAINAGE INSTALLATION. Q V I CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTOR'S BEST SKILL AND ATTENTION. CONTRACTOR SHALL BE SOLELY I 18745 LOREE AVENUE 2'-10" 12'-0" LU 6. SEE CIVIL DRAWINGS FOR ELEVATION OF CONCRETE PAD, SEE - RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL CUPERTINO, CA > ARCHITECTURAL DRAWINGS FOR EXACT PAD LOCATION AND Uj W O PORTIONS OF THE WORK. 3-O Q SIZE. SEE MEP DRAWINGS FOR AC UNIT CONDENSATE z l _ W DISCHARGE METHOD. IF REQUIRED, INSTALL DRYWELL PER MEPUU P CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR ACTS AND OMISSIONS OF THE CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS I LAWN PA cfl PLANS. CONFIRM DRYWELL LOCATION WITH TJH PRIOR TO Q O INSTALLATION. L J AND EMPLOYEES, AND OTHER PERSONS PERFORMING PORTIONS OF THE WORK UNDER A CONTRACT WITH CONTRACTOR. N J a CD � IN THE EVENT OWNER CONSENTS TO, ALLOWS, AUTHORIZES OR APPROVES OF CHANGES TO ANY PLANS, SPECIFICATIONS, OR OTHER CONSTRUCTION p Cq PA SITE COVERAGE CALCULATIONS Q 0 DOCUMENTS, AND THESE ALTERATIONS ARE NOT APPROVED IN WRITING BY HMH, OWNER RECOGNIZES THAT SUCH ALTERATION AND THE RESULTS THEREOF DESCRIPTION SF % OF LOT ARE NOT THE RESPONSIBILITY OF HMH IN ADDITION, OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD HMH HARMLESS I TOTAL LOT COVERAGE 5,549 100.0 FROM ANY DAMAGE, LIABILITY OR COST (INCLUDING REASONABLE ATTORNEYS FEES AND COSTS OF DEFENSE)ARISING FROM SUCH ALTERATIONS. L0 O BUILDING FOOTPRINT 2,283 41.1 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE RECORDS AT THE TIME THE PLANS - - N TOTAL LANDSCAPE COVERAGE 3,266 58.9 WERE DRAFTED AND DO NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF SUCH UTILITIES. IN NORTHERN CALIFORNIA, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT AT 1-800-642-2444 PRIOR TO PERMEABLE LANDSCAPE COVERAGE 2,458 44.3 M PERFORMING ANY CONSTRUCTION WORK. IN OTHER AREAS, CONTRACTOR SHALL CONTACT A SIMILAR AGENCY/ORGANIZATION. EQ TYP LAWN 470 8.5 4" TYP � PLANTING AREAS 1,136 20.6 CONTRACTOR SHALL PROVIDE PROPER PROJECT MAINTENANCE AFTER THE PROJECT IS COMPLETE. ANY LACK OF OR IMPROPER MAINTENANCE MAY RESULT IN A WOOD GATE DAMAGE TO PROPERTY OR PERSONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESULTS OF ANY LACK OF OR IMPROPER MAINTENANCE. L2.2 6-0" HEIGHT N 2'-0" BARK MULCH, NON-IRRIGATED 761 13.7 CI F DECOMPOSED GRANITE 91 1.6 CONSTRUCTION NOTES / IMPERMEABLE LANDSCAPE COVERAGE 808 14.6 \ CONCRETE PAVING 808 14.6 CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT FOR THE INSTALLATION OF ALL IMPROVEMENTS AS SHOWN ON THE DRAWINGS `0 PA AND AS DESCRIBED IN THE SPECIFICATIONS. - 41 I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER o EFFICIENT LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE PA CONTRACTOR SHALL REVIEW ALL EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BID AND PRIOR TO COMMENCING INSTALLATION. IF ANY DISCREPANCIES EXIST, THEY SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 20�-0�� / o LANDSCAPE DOCUMENTATION PACKAGE." o / N \ — — 6-3-22 CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STAKING ALL SEWER, WATER AND UTILITY LINES ABOVE OR BELOW GRADE THAT MIGHT BE SIGNATURE DATE DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR ANY COST INCURRED FOR REPAIR, ' RESTORATION, OR REPLACEMENT OF AFOREMENTIONED UTILITIES DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS. PA I NO DATE DESCRIPTION • EXISTING TREE TO REMAIN AND PROTECT FRAXINUS PROJECT NO: 5985.23 DEVIATIONS BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S AUTHORIZED - ' ANDVEL P N PROTECT, FSTO' CAD DWG FILE: 598523LCD.DWG REPRESENTATIVE. o DESIGNED BY: KM c� HARDSCAPE AND STRUCTURAL ELEMENTS SHALL BE PLACED PER GEOTECHNICAL SOILS REPORT. IF SUCH REPORT IS UNAVAILABLE CONTRACTOR - VAVAVAVA / DRAWN BY: KM,JH SHALL DISCUSS PLACEMENT ON SUITABLE GRADE WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. 18'-0 " CHECKED BY: BG M / DATE: JUNE 3,2022 co z UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, ALL MATERIALS DESIGNATED FOR REMOVAL SHALL BE DISPOSED OF OFF-SITE. / SCALE: 1/8 1-01, 0 U \ / © HMH COSTS INCURRED DUE TO REPAIR, RESTORATION, OR REPLACEMENT OF EXISTING IMPROVEMENTS WHICH ARE DESIGNATED "TO BE PROTECTED" OR "TO REMAIN" WHICH ARE DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CALVERT DRUj \ Q w UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, MATERIALS TO BE PURCHASED AND FURNISHED BY THE CONTRACTOR SHALL BE NEW. CONSTRUCTION Lo CONCRETE INDICATED FOR SAWCUTTING AND REMOVAL SHALL BE CUT TO A TRUE LINE WITH NEATLY SAWED EDGES. IF A SAWCUT IS WITHIN THREE FEET �L —T PLAN (3) OF AN EXISTING EXPANSION OR CONTROL JOINT, CONCRETE SHALL BE REMOVED TO THAT NEAREST JOINT. N Lo co g CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, MANUFACTURER'S CUT OR DATA SHEETS FOR APPROVAL PRIOR TO ORDERING MATERIALS. CONTRACTOR GRAPHIC SCALE Q cD SHALL FURNISH TO THE OWNER'S AUTHORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE FOR SUCH FURNISHED MATERIALS. 8 0 4 8 16 32 N co N m O N ABANDONED PIPES SHALL BE CAPPED OR PLUGGED IN A MANNER APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. M ( In Feet ) L1 .1 0 a 1/8 inch = 1 foot o J cii a Community Development Department Plan Ing Division —Cupertino CUPLRTINO I� 0FRE0VED 10 CONCRETE FOOTING, SLOPE NOTES: (D2x4 WOOD HEADER NOTES: 10 CONCRETE PAVING Case # R-t0,1110I&VOD SHALL BE TOP OF FOOTING TO DRAIN 1. ALL WOOD SHALL BE CONSTRUCTION GRADE REDWOOD. 1. COLOR SHALL BE PPIiCd 0G%h,3eTRUCTION GARDE AWAY FROM POST 2. INSTALL HEADER TRUE TO LINE AND GRADE. FOR SLOPED O2 lx4x24" WOOD LAP BOARD, NATURAL GRAY. O2 #4 REBAR AT 18" O.C. EACH 4AMR::� REDWOOD. AREAS, 1/8" MAX. KERFS ALLOWABLE AT 6" O.C. NOT RECESS 1" BELOW TOP OF 2. ACID ETCH FINISH WITH WAY Land Use Entitlements Approval Body: ire or �LWSTENERS AND 2O NATIVE GRADE THROUGH MORE THAN HALF THE HEADER DEPTH. HEADER TOP CAST#01 SURFACE Land Planning Approval Date C91� 3. ATTACH STAKE TO HEADER WITH GALVANIZED COMMON O3 1/2 RADIUS EDGE Landscape Architecture RETARDANT Civil Engineering y� 3O 4x4 POST NAILS MIN. TWO PER STAKE. O 1x2xl6" WOOD STAKES AT MANUFACTURED BY 4O CLASS 2 AGGREGATE BASE Utility Design g Signature Brine Har Is'h�,Y 17Fn 6'-0" O.C. MAX. EACH SIDE, Land Surveying �d5�"A1i�tATCH TO BE INSTALLED O 2x4 TOP RAIL, MITER AT ALTERNATE LOCATIONS, GRACE PRODUCTS. Y 9 ON INSIDE OF GATE. 4'-0"O.C. 3. SCORE PER PLAN. O SOIL SUBGRADE, SEE P CORNERS Stormwater Compliance 4. TOP AND BOTTOM RAIL SHALL EQUAL TYP. 1 2 3 BEVEL TOPS 4. SEE GEOTECHNICAL GEOTECHNCAL REPORT FOR 1570 Oakland Road (408)487-2200 BE KEPT LEVEL. 4 4 O 2x4 BOTTOM RAIL O ADJACENT FINISH SURFACE, REPORT FOR THICKNESS MOISTURE CONDITIONING OF San Jose, CA 95131 HMHca.com 6 6 0 1x1 FRAME SEE CONSTRUCTION PLAN OF AGGREGATE BASE SOIL SUBGRADE AND SUBGRADE. o p AOSCApe q 3 0 3 70 1x8 BOARD O5 FINISH GRADE, TO BE 1 © FINISH GRADE, TO BE 111 � PN JOEL BELOW HEADER FOR TURF 1 2 3 6 BELOW CONCRETE FOR TURF N0. 5292 ® 2x4 GATE FRAME AREAS 2" BELOW HEADER AREAS, 2" BELOW CONCRETE 7 7 PLAN 6 5 FOR PLANTING AREAS FOR PLANTING AREAS 3/31/23 90 2x2 FRAME, CUT TO FIT 4 1 5 6-3-22 • Renewd Date • S� Date �P —III —I III—III III—III III- - —III 10 1x8 BOARD CUT TO FIT - a =11 I—III=11 9TF c Fob`' III III III III OF A' °` I— ° 1 - -III —III -I 11 GATE HINGE III III =11I I II I' N III ° I I III II=11 ° I I I1 - - a a a a a a a a a a III � I -11 � j illlll — II IIIIIIIIIIIII11 � � � � � � � � � � I=III III=11 II ° _ II ° _ . .. .. .. II III III II a a a a a a a a a �' F �1-111—I - I� -111-11 II -111-111- 2 111111111111111111��111��1111�11111111111�11111111111�11111�1 1 1 111 11 3 —I 2 SECTION SECTION 5 4 FENCE FENCE =IIIIIIIII SECTION SECTION / ELEVATION y o M E S T WOOD HEADER CONCRETE PAVING VEHICULAR SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ,c 3-0" NOTES: 10 DECOMPOSED GRANITE, NOTES: 10 CONCRETE PAVING, SEE 11 8 9 10 1. DECOMPOSED GRANITE SHALL BE COMPACTED IN 2" LIFTS 1. SEE CONCRETE PAVING CONCRETE PAVING SUNSET GOLD PATH FINES 1/4" PEDESTRIAN DETAIL FOR Uj MINUS GOLD GRANITE FINES BY O2 CLASS 2 AGGREGATE BASE COLOR, TYPE, AND FINISH. PEDESTRIAN DETAIL 4 4 LYNGSO. 3 NATIVE GRADE 4 3 1 20 1/2" RADIUS EDGE O W 9 6 4 WEED BARRIER FABRIC 30 REINFORCEMENT PER Z 0 CONCRETE PAVING Uj 8 0 3 O5 FINISH GRADE, TO BE 1" PEDESTRIAN DETAIL M 7 7 O BELOW DECOMPOSED 40 TOOLED OR SAW CUT CONTROL EjLa a a a a a a + GRANITE JOINT, 1/4" WIDE, 1" DEEP Q 5 5 Q I-III ° � III II-11 a �-III-III-III-III ° III-1 O6 WOOD HEADER, SEE DETAIL V III CONTROL JOINT O5 1/2" POLYFELT EXPANSION W 0=1 =11 =11I III_ —III III=1 JOINT, TOP WITH TWO PART Z III II - -III 1 6 5 -111311 N III I I III- SELF-LEVELING SEALER I1 -1I -1 II 2 1 1 1' M TH DOWEL, SLEEVE 1 I_ ° III III 1 © 8 S 00 0 , S W II° — 1111 III II777— 2 = = OR GREASE ONE END, FOR a -1 1-1 I-11 2 SIDEWALKS UP TO 8'-0" WIDE USE TWO EQUALLY SPACED _ `�-- -- DOWELS PER EXPANSION GATE GATE III II II II I1 go go go go go go JOINT, FOR FLAT WORK I l l SECTION SECTION ELEVATION l l l l l l l�l l l l l�i l l l=1 I I=1 I I I 11= —III III=1 I I III=1 I I=1 I / — - II a GREATER THAN 8'-0"WIDE O -III IIIIII - IIII AND AT CURBS SPACE 2 3 4 I,I ll Il l li i' DOWELS AT 36" O.C. AT SECTION 6 EXPANSION JOINT 5 W EXPANSION JOINT 'Irm LOW WOOD FENCE AND GATE, 3-0" HEIGHT DECOMPOSED GRANITE CONCRETE PAVING JOINTS PEDESTRIAN SCALE: 1/2" = V-0" SCALE: 1" = 1'-0" SCALE: 1"= 1'-0" NOTE: 10 CONCRETE FOOTING, SLOPE NOTES: 10 CONCRETE PAVING, SEE NOTES: 10 CONCRETE PAVING 1. ALL WOOD SHALL BE 1. SEE CONCRETE PAVING 1. COLOR SHALL BE TOP OF FOOTING TO DRAIN CONCRETE PAVING CONSTRUCTION GRADE AWAY FROM POST VEHICULAR DETAIL FOR COLOR, VEHICULAR DETAIL NATURAL GRAY. O2 #4 REBAR AT 18" O.C. EACH REDWOOD. TYPE, AND FINISH. 2. ACID ETCH FINISH WITH WAY 2. ALL FASTENERS SHALL BE 20 NATIVE GRADE O2 4 3 1 1/2" RADIUS EDGE TOP CAST#01 SURFACE O3 1/2" RADIUS EDGE GALVANIZED. LENGHT PER PLAN RETARDANT 3. LATTICE PANEL SHALL MAINTAIN 30 44 POST O3 REINFORCEMENT PER MANUFACTURED BY 40 CLASS 2 AGGREGATE BASE HORIZONTAL CLEARANCES CONCRETE PAVING GRACE PRODUCTS. 4 4 FROM AC UNIT PER 2x4 TOP RAIL, MITER AT ° ° 4 CORNERS VEHICULAR DETAIL 3. SCORE PER PLAN. O5 SOIL SUBGRADE, SEE MANUFACTURER 3 3 a 4. SEE GEOTECHNICAL GEOTECHNCAL REPORT FOR NO DATE DESCRIPTION RECOMMENDATIONS AND ALL O5 2x4 BOTTOM RAIL o 0 0 0 0 0 o O TOOLED OR SAW CUT REPORT FOR THICKNESS MOISTURE CONDITIONING OF PROJECT NO: 5985.23 GOVERNING CODES. 6 0 6 �� CONTROL JOINT, 1/4" WIDE, OF AGGREGATE BASE SOIL SUBGRADE CAD DWG FILE: 598523LCD.DWG 4. TOP AND BOTTOM RAIL SHALL 7 © 1x1 FRAME 1 DEEP AND SOIL SUBGRADE. © FINISH GRADE, TO BE 1" DESIGNED BY: KM 70 LATTICE CONTROL JOINT 0 1/211 POLYFELT EXPANSION 1 2 3 6 BELOW CONCRETE FOR TURF DRAWN BY: KM � BE KEPT LEVEL. 5 0 5 III III III III I ° III ® FINISH GRADE JOINT, TOP WITH TWO PART AREAS, 2" BELOW CONCRETE CHECKED BY: BG III— — —III—III =1I =1I = SELF-LEVELING SEALER FOR PLANTING AREAS DATE: Ju NE 3,2022 _ 2 1 3 11 CIO II1= =1I - - =I - © 24 SMOOTH DOWEL, SLEEVE `" a SCALE: AS NOTED z =1II =1I ° II II II ° I' III it OR GREASE ONE END, FOR `f' © HMH 8 SIDEWALKS UP TO 8-0 WIDE[if —I 0 11° 1 I ° ° III, II11 .a 1 � a °°a a a a a a a a a a a III III III - I' — — -a a USE TWO EQUALLY SPACED �� Illl�il �� 2 - II III II =III III 2 ° ° ° ° ° M „ — =iDOWELS PER EXPANSION w 1'0" a �NO A� TMA_a JOINT, FOR FLAT WORK ,T__: o GREATER THAN 8'-0" WIDE III III III III III CONSTRUCTION SECTION SECTION / ELEVATION AND AT CURBS SPACE „ III III III III III III III III III III III III DETAILS co EXPANSION JOINT 5 6 DOWELS AT 36" O.C. AT Lo " EXPANSION JOINT CIDSECTION 5 4 Q Q N O O O Lo CID CN M CD AC UNIT SCREEN FENCE CONCRETE PAVING JOINTS VEHICULAR CONCRETE PAVING PEDESTRIAN Ji SCALE: 1/2" = 1'-0" DSCALE: 1"= 1' o° SCALE: 1" = 1'-0" L2• Go a o J CIO 0- Community Development Department Plan Ing Division - Cupertino CUPERTINO APPROVED Case# R-2022-001 pplication Number(s) 4P�H Land Use Entitlements Approva I Body: irector/Staff Land Planning Approva I Date 09/01/22 Landscape Architecture Civil Signature Bri ne Harkousha Utility Engineering y Design Case Manager Land Surveying Stormwater Compliance 1570 Oakland Road (408)487-2200 San Jose, CA 95131 HMHca.com �PNDSCApE J OEM G q('�, CJ NO. 5292 n J � taro 3/11/23 • Reaewd Date • 6-3-22 S1 Dote Q T9TF CF CAU\Fu (TTM NOTES: TCONCRETE FOOTING, SLOPE 1. ALL WOOD SHALL BE COMMON TOP TO DRAIN AWAY FROM REDWOOD UNLESS OTHERWISE POST Uj NOTED. 2. ALL FASTENERS AND GATE 20 6x6 POST, ACQ TREATED HARDWARE SHALL BE GALVANIZED. 30 2x12 KICKER, ACQ TREATED Z W 3. SECURE LEDGER TO BUILDING 9 7 5 16 10 9 7 6 10 0 2x8 CAP Uj FRAMING WITH 1/4" x 4" LAG O5 2x6 BOTTOM RAIL O SCREWS AND WASHERS, 6 2x6 GATE FRAME � Q COUNTERSUNK. APPLY O SILICONE CAULKING PRIOR TO 17 V INSERTING LAG SCREW. ® O7 1x4 FRAME .. 4. STEP FENCE AT POSTS. FOR 8 1x2 FRAME LU W Z GRADES 1:6 (17%) OR GREATER, O SLOPE PANELS WITH GRADE. O9 1x6 BOARD, OVERLAP 1"AS LU ~ 5. STAIN BOTH SIDES WITH 9 7 5 2 6 9 6 11 2 SHOWN w SEMI-TRANSPARENT EXTERIOR LV STAIN, COLOR PER BUILDER, FENCE GATE 10 PROVIDE FULL BLOCKING AT a EACH SIDE OF GATE O SEE REPRESENTATIVE STAIN PLAN VIEW PLAN VIEW J 11 Q " COLORS. CAP OMITTED FOR CLARITY TOP OF GATE FRAME OMITTED FOR CLARITY 2x4 DIAGONAL BRACE,0 REPRESENTATIVE STAIN COLORS: BACKYARD SIDE OF GATE 12 HEAVY DUTY GATE HINGE O 13 SELF-CLOSING GATE LATCH, 4 4 8 6 5'-0"ABOVE GRADE 8'-0"O.0 .MAX. 4'-0" 14 NATIVE GRADE TOM - 8 7 7 7 7 6 11 15 ADJACENT BUILDING WALL PepperwOod 12 16 9 16 1x6 FASCIA BOARD 9 9 g 13 11 9 0 6 6 2 Th2#ch 7 it9 7 5 5 7 3 3 7 6 M 6 =1 1= =1 1= =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 1= 11=1 =1 =1 =1 l l l l l =1 =1 NO DATE DESCRIPTION III III III III III III III „III,,,III,,,III,,,IIII III II 11111111111111111111 III III III 111 III II l III III„,III II II III II a l III I I I I I I I I I I I a l l l l l I I III=III=1 I I=1 I I=1 I I=1 I I=1 I i= II=i I I- 14 III I I III ,III- l 1 _III III III 14 III III 14 III= 14 PROJECT NO: 5985.23 Spanish Moss —" N CAD DWG FILE: 598523LCD.DWG 1 =1 I I III- -III 1 1 I I 1 I I 1 I 1 = _ 1 1= DESIGNED BY: KM o _ _ _ _ III _ _ 1 1 a_ 1 _ 1 =1 DRAWN BY: KM 1 I= -11 -1 — U CHECKED BY: BIG J M _On LO DATE: JUNE 3,2022 FENCE FENCE GATE GATE z SCALE: AS NOTED o Bluestone rl @ SECTION SECTION I ELEVATION SECTION SECTION /ELEVATION � U © HMH O a 'w w U.] Of CONSTRUCTION DETAILS co N CO t[J ¢ J O O O LO CIO cli co WOOD FENCE AND GATE 6'-0" HEIGHT L2.2 0 SCALE: 1/2" = V-0" w O O a o J vi a Community Development Department Plan ing Division — Cupertino TREE LEGEND CuFLRTINO APPROVED SYMBOL BOTANICAL NAME Case # R-2022-001 ppGcationNumber(s) COT GOL COTINUS COGGYGRIA'GOLDEN SPIRIT' Land Use Entitlements Approval Body: irector/ Staff Land Planning Approva I Date 09/01/22 LAG TUS LAGERSTROEMIA INDICA X F. 'TUSCARORA' Landscape Architecture Civil Engineering Signature Brine Harkousha Utility Design Case Manager MEL LIN MELALEU A LINARIIF LIA Land Surveying Stormwater Compliance PIT CRA PITTOSPORUM CRASIFOLIUM 1570 Oakland Road (408)487-2200 San Jose, CA 95131 HMHca.com SHRUB LEGEND PNDSCAPe \ SYMBOL BOTANICAL NAME �t��N JOEL C.1 NO. 5292 D ARCTOSTAPHYLOS D. 'HOWARD MCMINN' I • Signature EXISTING TREE TO REMAIN 3/31/23 • Renewd Date • 1 AND PROTECT 1P spt?2 P l O CAREX TUMULICOLA �9TF OP CAQF°��\ O HEUCHERA'KEY LIME PIE' OCAS ✓q / — JUNCUS PALLIDUS 'JAVELIN' 7 PIT CRA = 24" BOX = ° ; MUHLENBERGIA RIGENS SCREENING PLANTS, MINIMUM y o M E X PLANTED HEIGHT SHALL BE O S T�� 6'-0", PLANTS SHALL BE NEPETA FAASSENII SPACED 8'-0" O.C. _ OLEA EUROPEA'LITTLE OLLIE' EXISTING TREE TO REMAIN •AND PROTECT, PRUNUS SPP. — OO SALVIA CLEVELANDII + }-{ SALVIA LEUCANTHA Uj WESTRINGIA FRUTICOSA'GREY BOX' yr + �. 2 COT GOL O W K I 15 GALLON VINE LEGEND+ _ � G Uj � — — — — — O SYMBOL BOTANICAL NAME 3 MEL LIN O 24 BOX A FICUS PUMILA 0 Q a SCREENING PLANTS, 18745 LOREE AVENUE 0 GROUNDCOVER LEGEND v MINIMUM PLANTED HEIGHT W SYMBOL BOTANICAL NAME W Q SHALL BE 8'-0", PLANTS CUPERTINO, CAO Q W Z SHALL BE SPACED 6-0 O.C. O W BOLERO PLUS BY DELTA BLUEGRASS Uj O Q Ix O DYMONDIA MARGARETAE LV O NOTES: O 0 1. TREES TO BE PLANTED MINIMUM 5' FROM UNDERGROUND J Q V UTILITIES. 2. SEE SHEET L3.2 FOR PLANTING LEGEND AND NOTES. LO 3. SEE SHEET L3.3 FOR PLANTING DETAILS. LO 4. A MINIMUM 3" LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT TURF, .. �... �.... �.. .. .... CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRAINDICATED. ° 1 LAG TUS 0 24 BOX X FRONT YARD TREE ° %I j co ° 0 OO - ° - . � - \ EXISTING TREE TO REMAIN AND PROTECT, NO DATE DESCRIPTION FRAXINUS VELUTINA'MODESTO' PROJECT NO: 5985.23 ° ICAD DWG FILE: 598523LCD.DWG DESIGNED BY: KM DRAWN BY: KM J / CHECKED BY: BG m N Lo / DATE: JUNE 3,2022 00 / SCALE: 1/8"=1'-0" z _o ~ \ © HMH U Cf CALVERT DR Uj W W 0 PLANTING PLAN co N LO CID g GRAPHIC SCALE 00 0 0 8 0 4 8 16 32 N Lo N CO N M O U M U W L3.1 ( In Feet ) ° 1/8 inch = 1 foot o a J cii a Community Development Department Plan ing Division —Cupertino CuFLRTINO APPROVED Case # R-2022-001 pplicationNumber(s) rLANTING NOTES PLANTING LEGEND Land Use Entitlements Approval Body: irector/ Staff Land Planning CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL PLANT TREE LEGEND MINIMUM Approva I Date 09/01/22 MATERIAL ERIAL AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. Landscape Architecture SYMBOL QUANTITY BOTANICAL NAME COMMON NAME CONTAINER SIZE H x W WUCOLS NOTES Civil Engineering Signature Brine Harkousha Utility Design Case Manager UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, STRUCTURAL IMPROVEMENTS AND HARDSCAPE SHALL BE COT GOL 2 COTINUS COGGYGRIA'GOLDEN SPIRIT' GOLDEN SPIRIT SMOKE TREE 15 GALLON 10, X 10, L Land Surveying INSTALLED PRIOR TO PLANTING OPERATIONS. Stormwater Compliance LAG TUS 1 LAGERSTROEMIA INDICA X F. 'TUSCARORA' TUSCARORA CRAPE MYRTLE 24" BOX 15' x 15' L 1570 Oakland Road (408)487-2200 PLANT LIST ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES AND San Jose, CA 95131 HMHca.com QUANTITIES BY PLAN CHECK. SCREENING PLANTS MINIMUM PLANTED HEIGHT MEL LIN 3 MELALEUCA LINARIIFOLIA FLAXLEAF PAPERBARK 24" BOX 30' x 12' L SHALL BE 8'-0", PLANTS SHALL BE SPACED 6-4- O.C. O�PNDSCq q A SOIL MANAGEMENT REPORT SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND SOIL AMENDMENTS SHALL BE �� PN JOE� °y PIT CRA 7 PITTOSPORUM CRASSIFOLIUM KARO 24" BOX 25' x 15' L No. 5292 SCREENING PLANTS, MINIMUM PLANTED HEIGHT �`�� FOLLOWED PER THE REPORT. PHYSICAL COPIES OF THE SOIL MANAGEMENT REPORT SHALL BE PROVIDED TO THE CLIENT, SHALL BE 6'-0", PLANTS SHALL BE SPACED 8'-0" O.C. �' PROJECT LANDSCAPE ARCHITECT AND LOCAL AGENCY AS REQUIRED. THE SOIL MANAGEMENT REPORT SHALL CONFORM -Svc- TO STATE AB1881 WATER EFFICIENT LANDSCAPE ORDINANCE (WELD) OR LOCAL AGENCY ADOPTED WELD. CONTRACTOR SHRUB LEGEND MINIMUM R«��23,a • SHALL OBTAIN A SOILS MANAGEMENT REPORT AFTER GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION. s s ?2 P SYMBOL QUANTITY BOTANICAL NAME COMMON NAME CONTAINER SIZE H x W WUCOLS ,� qTF OF CA\_\F SAMPLES OF FERTILIZERS, ORGANIC AMENDMENT, SOIL CONDITIONERS, AND SEED SHALL BE SUBMITTED PRIOR TO INCORPORATION. CONTRACTOR SHALL FURNISH TO THE OWNER'S AUTHORIZED REPRESENTATIVE A CERTIFICATE OF X 2 ARCTOSTAPHYLOS DENS IFLORA'HOWARD MCMINN' HOWARD MCMINN MANZANITA 15 GALLON 6' x 6' L COMPLIANCE FOR SUCH FURNISHED MATERIALS. OCAS Jq 1111 ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS AND THE O 109 CAREX TUMULICOLA BERKELEY SEDGE 1 GALLON 2' x 2' L '�� s BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING OPERATIONS. O 9 HEUCHERA'KEY LIME PIE' KEY LIME PIE CORAL BELLS 1 GALLON 1' x 2' L LOCATIONS OF PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. O 6 JUNCUS PALLIDUS 'JAVELIN' JAVELIN RUSH 1 GALLON 4' x 2' L y o M E S TM TREES SHALL BE PLANTED NO CLOSER THAN TEN FEET (10') FROM UTILITIES. TREES PLANTED WITHIN FIVE FEET (5) OF HARDSCAPE OR STRUCTURES SHALL BE INSTALLED WITH A ROOT BARRIER AS U101 19 MUHLENBERGIA RIGENS DEER GRASS 5 GALLON 3' x 3' L APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. O 24 NEPETA FAASSENII CATMINT 1 GALLON 2' x 2' L CONTRACTOR MUST CONTACT THE CITY ARBORIST TO VERIFY ANY PROPOSED SPECIES (EVEN IF SHOWN ON THE PLANS), LOCATIONS, AND QUANTITIES OF ALL PROPOSED TREES PRIOR TO ORDERING MATERIAL. 26 OLEA EUROPAEA 'LITTLE OLLE' DWARF OLIVE 5 GALLON 3' x 3' L A MINIMUM 3" LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT TURF, Uj CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRAINDICATED. 11 SALVIA CLEVELANDII CLEVELAND SAGE 5 GALLON 3' X 3' L CONTRACTOR SHALL PROVIDE SAMPLE OF PROPOSED BARK MULCH FOR APPROVAL. BARK MULCH SHALL BE LYNGSO Cn SMALL FIR BARK (3/4" TO 1-1/2") OR APPROVED EQUAL. Z W COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE X 6 SALVIA LEUCANTHA MEXICAN BUSH SAGE 5 GALLON 4' X 4' L Uj 2 INCORPORATED TO A DEPTH OF 6" INTO THE SOIL. O ALL PLANT MATERIAL SHALL BE SELECTED IN ACCORDANCE WITH THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI + 5 WESTRINGIA FRUTICOSA'GREY BOX' DWARF COAST ROSEMARY 5 GALLON 3' X 3' L Q Z60.1) VINE LEGEND MINIMUM < (n v FOR STANDARD FORM TREES, CALIPER SIZE SHALL BE MEASURED 6"ABOVE THE SOIL LINE FOR CALIPERS EQUAL TO OR SYMBOL QUANTITY BOTANICAL NAME COMMON NAME CONTAINER SIZE H x W WUCOLS Uj W 6 LESS THAN 4" FOR CALIPERS GREATER THAN 4", CALIPER SHALL BE MEASURES 12" ABOVE THE SOIL LINE. FOR A 8 FICUS PUMILA CREEPING FIG 1 GALLON CLIMBING M Z MULTI-TRUNK TREE THE CALIPER HALL BEESTABLISHED BY TAKIN THE AVERAGE F THE CALIPER F THE TW S C SG G O C 0 0 � � LARGEST TRUNKS. GROUNDCOVER LEGEND MINIMUM UU SYMBOL SPACING BOTANICAL NAME COMMON NAME CONTAINER SIZE H x W WUCOLS a CALIPER IS MEASURED 6" ABOVE ORIGINATION POINT OF THE SECOND LARGEST TRUNK OR 6"ABOVE GROUND IF ALL O TRUNKS ORIGINATE FROM THE SOIL. - BOLERO PLUS BY DELTA BLUEGRASS LAWN SOD SOD H C� IIIIIIIIIIIIIJ Q CALIPER SIZES STANDARDS: """" 6" O.C. DYMONDIA MARGARETAE DYMONDIA 4 INCH 2" x 1' L 15 GALLON: 0.75-1.25" """" Ln O 24" BOX: 1.25-2" 36" BOX: 2-3.5" 48" BOX: 3.5-5" 60" BOX: 4-6" WATER NEEDS CATEGORY BASED ON WUCOLS IV (JANUARY 2014) LANDSCAPE COEFFICIENT METHOD: CATEGORY PERCENTAGE OF ETo (H) HIGH: 0.7-0.9 (M) MEDIUM: 0.4-0.6 (L) LOW: 0.1-0.3 (VL)VERY LOW: <0.1 SITE CLEANLINESS: THE CONTRACTOR IS RESPONSIBLE TO KEEP THE SITE CLEAN FOR SOIL EROSION CONTROL MEASURES AND FOR ANY OTHER GENERAL REQUIREMENTS. SHOULD EXISTING CONDITIONS REQUIRE MITIGATION, THE CONTRACTOR SHALL ALERT THE OWNER OR LANDSCAPE ARCHITECT PRIOR TO PERFORMING WORK. CERTIFICATE OF COMPLETION: A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE DESIGNER OF THE LANDSCAPE PLANS, IRRIGATION PLANS, OR LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT. NO DATE DESCRIPTION PROJECT NO: 5985.23 CAD DWG FILE: 598523LCD.DWG DESIGNED BY: KM 0 0 DRAWN BY: KM 0 U CHECKED BY: BG J M N Ln DATE: JUNE 3,2022 00 m z SCALE: NONE O_ v © HMH 0 O d w a w w J PLANTING LEGEND AND NOTES M N 00 OJ Q Q J N O O 00 N W N O O N LU aLU L3.2 O o_ o J d Community Development Department Plan ing Division — Cupertino �CUPERTiNO APPROVED NOTES: 10 PLANT, SPACING VARIES, SEE NOTES: 10 NATIVE GRADE Case # R-2022-001 1. SEE PLANTING SPECIFICATIONS PRIOR TO INSTALLATION 1. SEE PLANTING SPECIFICATIONS ppGcationNumber(s) OF PLANT MATERIALS. PLANTING LEGEND PRIOR TO INSTALLATION OF O FOOT TAMP BASE 2. SPACING SHALL BE TRIANGULATED UNLESS OTHERWISE O EDGE OF PLANTING AREA PLANT MATERIALS. Land Use Entitlements Approval Body: irector/ Staff 3O BACKFILL, PUDDLE AND Land Planning 09/01/22 NOTED. 2. ROOT BALL CROWN SHALL SETTLE PRIOR TO PLANTING Landscape Architecture Approva I Date 3. INFILL PLANTS AS REQUIRED TO MAINTAIN SPACING AT EXTEND 1"ABOVE FINNISH Signature Brine Harkousha IRREGULAR EDGES. GRADE. TREE Civil lUtility Design Engineering Case Manager 3. TREE INSTALLED IN TURF 4O AGRIFORM PLANT TABLETS, Land Surveying AREAS SHALL BE INSTALLED 3 PER 15 GALLON, 6 PER 24" Stormwater Compliance EQUAL EQUAL WITH 'ARBOR-GUARD'AT BASE BOX, AND 8 FOR 36" BOX 1570 Oakland Road (408)487-2200 OF TRUNK. San,lose, CA 95131 HMHca.com O5 TREE Ql 60 ROOT BALL �o�PNDS 0 E pF ( O7 PINE LODGE POLE STAKE, 2" NO.5292 J � 1 DIAMETER, PLACED ON _ Bata.. ---- - •-- ----- - •-- ----- -`•"-- ----- - . .- -- WINDWARD SIDES OF THEE F3 a"3 2 AND OUTSIDE OF ROOT BALL s 6- P T Daa tete � 9pF OF CAL�FD�� J� ® CINCH TIE Og 2" DEEP BASIN AROUND ROOT BALL, TREES PLANTED o�As ✓q� IN TURF SHALL NOT HAVE X� BASINS ----------- ----------- ------ T zz � a U U) J � � Q J CV u) PLAN VIEW A/o M 0 00 0 GROUNDCOVER ° ° 0 °° ° ° ° 0 0 0 SCALE: 1" = V-0" 0 0 o ° 0 0 00 0 0 0 0 0 00 0 Oo ° 0 ° 0 ° 00 ° 0 00 NOTES: 10 NATIVE GRADE NOTES: 10 NATIVE GRADE 000 0 0 ° °0 ° ° ° °0 1. SEE PLANTING SPECIFICATIONS 1. SEE PLANTING SPECIFICATIONS 0 0 0 PRIOR TO INSTALLATION OF 20 FOOT TAMP BASE PRIOR TO INSTALLATION OF O2 FOOT TAMP BASE 0 ° 0 ° 0 UU PLANT MATERIALS. PLANT MATERIALS. o 0 30 BACKFILL, PUDDLE AND O3 BACKFILL, PUDDLE AND ° o ° °° 0° 8 0 M 2. ROOT BALL CROWN SHALL SETTLE PRIOR TO PLANTING 2. ROOT BALL CROWN SHALL SETTLE PRIOR TO PLANTING o o ° o ° o EXTEND 1"ABOVE FINNISH TREE EXTEND 1"ABOVE FINNISH SHRUB o ° ° ° ° Z W 0 ° GRADE. GRADE. 40 AGRIFORM PLANT TABLETS, 0 ° ° ° ° ° °4 AGRIFORM PLANT TABLETS, 0 0 0 0 0 0 ° LLJ 2 PER VINE 3 PER SHRUB 0 O 0 5 V 5 SHRUB °00° ° ° ° o° � °° ° 0 °° ° VINE 0 00 ° o 0 Q 6 ROOT BALL 0 0 ° C�© ROOT BALL 0 0 0 70 2" DEEP BASIN AROUND O7 2" DEEP BASIN AROUND 0 0 °° °° 0 00 0 0 0 0 W W Z ROOT BALL, TREES PLANTED ROOT BALL 0 0 W z IN TURF SHALL NOT HAVE ° 0 0 BASINS 0 °0 0° 0 ^/ LV 80 WALL OR FENCE ° 0 1■1� a O 90 ATTACH VINE TO WALL OR V FENCE TO SUPPORT J BRANCHING STRUCTURE 8 L0 0 7 4 Z 00 0° 0 o 00 0 00 0 —°0° ° 0 9 5 °°0 o0 9 °O 0 °° ° 0 o°° o°o °h°o°1°o° o 0 6 °°° Tr - 4 0 _ 3 NO DATE DESCRIPTION 0 00 0 - ° °°o°° °°°o°°°o° °o°°°o°°° °°° °°° ° ° °°° °°° co °°o°° �� 2 PROJECT NO: 5985.23 CAD DWG FILE: 598523LCD.DWG °°°o° ° ° DESIGNED BY: KM 12oC1LILlo° °E= IV 'JJJ CHECKED BY: BG co - °oo oo° ° o°° � °°°0°0 0°L °0°0°0°0° o o DATE: JUNE 3,2022 ZSCALE: AS NOTED p ° © HMH o 2 III 0 Eo w 1 2x DIAMETER Q 2x DIAMETER OF ROOT BALL o III III SECTION OF ROOT BALL SECTION PLANTING DETAILS N 2x DIAMETER co SECTION OF ROOT BALL Q Lo J (V O O O cN CD U) VINE SHRUB TREE21 w SCALE: 1" = V-0" BSCALE: 1" = V-0" ASCALE: 1" = 1'-0" L3.3 0 o a' t- 0 0 J cii a Community Development Department Plan ing Division — Cupertino TREE LEGEND CuFLRTINO APPROVED SYMBOL BOTANICAL NAME Case # R-2022-001 pplication Number(s) ARB UNE ARBUTUSUNED Land Use Entitlements Approval Body: irector/ Staff Land Planning Approval Date 09/01/22 COR NUT CORNUS NUTTALLII Landscape Architecture Civil Engineering Signature Brine Harkousha Utility Design Case Manager COT GOL COTINUS COGGYGRIA'GOLDEN SPIRIT' Land Surveying Stormwater Compliance CUP SEM CUPRESSUS SEMPERVIRENS 1570 Oakland Road (408)487-2200 San Jose, CA 95131 HMHca.com SHRUB LEGEND PNDSCAPe \ SYMBOL BOTANICAL NAME �t��N JOEL C.1 y/,A V N0. 529 [r 1 J � X ARCTOSTAPHYLOS D. 'HOWARD MCMINN' S,�et1,e • EXISTING TREE TO REMAIN 3awcd D • Renewd Date • 1 AND PROTECT s Date P l O CAREX TUMULICOLA �9TF OF CAQF O HEUCHERA'KEY LIME PIE' O0AS Jq — U101 MUHLENBERGIA RIGENS ` ° 2 ARB UNE EXISTING TREE TO REMAIN X 15 GALLON • AND PROTECT, CITRUS SPP. NEPETA FAASSENII X OLEA EUROPEA'LITTLE OLLIE' O EXISTING TREE TO REMAIN • — PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN' AND PROTECT, PRUNUS SPP. ` ° O ° / — SALVIA CLEVELANDII ❑ }-{ SALVIA LEUCANTHA UU 0 0 2 COT GOL 15 GALLON O WESTRINGIA FRUTICOSA'GREY BOX' Z W VINE LEGEND Uj 2 3 CUP SEM SYMBOL BOTANICAL NAME > O 24 BOX OA FICUS PUMILA Q V 18745 LOREE AVENUE OLU • CUPERTINo Ca > GROUNDCOVER LEGEND W W O ' O Q SYMBOL BOTANICAL NAME 2 Z_ W UU H O L BOLERO PLUS BY DELTA BLUEGRASS �/ Q 0 W }..� j 0 DYMONDIA MARGARETAE V O NOTES: J • O - O 1. TREES TO BE PLANTED MINIMUM 5' FROM UNDERGROUND ... . . . . . . . UTILITIES. 2. SEE SHEET L4.2 FOR PLANTING LEGEND AND NOTES. O 3. SEE SHEET L4.3 FOR PLANTING DETAILS. 4. A MINIMUM 3" LAYER OF MULCH SHALL BE APPLIED ON ALL .. �... �.... �..... .... EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT TURF, CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING ° APPLICATIONS WHERE MULCH IS CONTRAINDICATED. ° 1 1 COR NUT • \ , 15 GALLON 0 ° 0 0 O . ° O EXISTING TREE TO REMAIN AND PROTECT No DATE DESCRIPTION `\ \I/� • PROJECT NO: 5985.23 % FRAXINUS VELUTINA,MODESTO, O ° CAD DWG FILE: 598523LCD.DWG,` • DESIGNED BY: KM C� 0 DRAWN BY: KM J / CHECKED BY: BG o'> N - - u0 /Lo DATE: JANUARY 7,2022 rn / SCALE: 1/8"=1'-0" z _o ~ \ © HMH U CALVERT DR Uj W w 0 PLANTING PLAN co N co g GRAPHIC SCALE 00 0 8 0 4 8 16 32 Lo N c0 N M O D N F U ( In Feet ) L • a 1/8 inch = 1 foot o J cii a Community Development Department Plan ing Division — Cupertino TREE PROTECTION LEGEND CUPLRTINO "A' ±ROTECTION NOTES DESCRIPTION SYMBOL Case # R- pplication Numbers) SECTION I Land Use Entitlements Approval Body: ireggrE/ f16ARATION: ALL EXISTING TREES SHALL BE TREE TO BE REMOVED x Land Planning Approval Date 09/tWED OFF WITHIN OR ATHE DRIP LINE (FOLIAR \\ /� Landscape Architecture �_� Signature Bri�,ne 8RREADWF THE TREE. THE FENCE SHOULD BE A Civil Engineering utility Design f61N1�"u�ItPOF SIX FEET HIGH MADE OF WIRE WITH Land Surveying STEEL STAKES, SUCH AS CYCLONE FENCING. IF THE / 1 Stormwater Compliance / \ TREE TO REMAIN AND PROTECT 1570 Oakland Road (408)487-2200 FENCE IS WITHIN THE DRIP LINE OF THE TREES, EVERY ATTEMPT SHOULD BE MADE TO RELOCATE San Jose, CA 95131 FiMFica.com / THE FENCE AT THE DRIPLINE OF THE TREE. IF NOT POSSIBLE, THE TREE SHALL BE PRUNED TO REDUCE \ .110 0 THE CHANCE OF LIMB BREAKAGE FROM PROPOSED TREE, SEE PLANTING PLAN • �� PN JOEL ,A CONSTRUCTION EQUIPMENT ENCROACHING WITHIN 1 NO. 5292 J �� Signeturo� , � THE DRIP LINE. ALL CONTRACTORS, I ® EXISTING TREE TO REMAIN 3/31/23 SUBCONTRACTORS AND OTHER PERSONNEL SHALL R ate 2 BE WARNED THAT ENCROACHMENT WITHIN THE 1 s s � 6-3?2 AND PROTECT TREE PROTECTION FENCING P 9TF OF CA0FD�� FENCED AREA IS FORBIDDEN WITHOUT THE CONSENT OF THE CERTIFIED ARBORIST ON THE JOB. THIS NOTES: INCLUDES, BUT IS NOT LIMITED TO, STORAGE OF / 1. SEE SHEET L3.2 FOR PROPOSED TREE SPECIES. LUMBER AND OTHER MATERIALS, DISPOSAL OF 2. SEE ARBORIST REPORT BY WILLIAM SOWA' CERTIFIED ARBORIST rn A s ✓q WE-12270A DATED: JULY 19 2021. � 'y PAINTS, SOLVENTS OR OTHER NOXIOUS MATERIALS, �� ♦ ,��' s PARKED CARS, GRADING EQUIPMENT OR OTHER / �♦ �i,� TREE MITIGATION TABLE HEAVY EQUIPMENT. PENALTIES, BASED ON THE COST EXISTING TREE TO BE I "� DESCRIPTION QUANTITY OF REMEDIAL REPAIRS AND THE EVALUATION GUIDE REMOVED, CITRUS SPP. PUBLISHED BY THE INTERNATIONAL SOCIETY OF \ TREES ON SITE 6 y S ARBORICULTURE, SHALL BE ASSESSED FOR TREES TO BE REMOVED 4 o M T�� DAMAGES TO THE TREES. .•♦ \; HERITAGE TREES TO BE REMOVED 0 SECTION II \ EXISTING TREE TO REMAIN • PROPOSED TREES 12 GRADING/EXCAVATING: ALL GRADING PLANS THAT SPECIFY GRADING WITHIN THE DRIP LINE OF ANY AND PROTECT, PRUNUS SPP. 5 0, TOTAL PROPOSED TREES AND TREES TO REMAIN 14 TREE OR WITHIN THE DISTANCE FROM THE TRUNK ASi�— i OUTLINED IN SECTION I WHEN SAID DISTANCE IS OUTSIDE THE DRIP LINE, SHALL FIRST BE REVIEWED Uj BY THE CERTIFIED ARBORIST. PROVISIONS FOR AERATION, DRAINAGE, PRUNING, TUNNELING BENEATH ROOTS, ROOT PRUNING OR OTHER NECESSARY ACTIONS TO PROTECT THE TREES SHALL BE OUTLINED BY THE ARBORIST. IF TRENCHING IS \ Uj NECESSARY WITHIN THE AREA AS DESCRIBED ABOVE, _ _ _ _ _ _ 0 SAID TRENCHING SHALL BE UNDERTAKEN BY HAND / LABOR. ALL ROOTS 2 INCHES OR LARGER SHALL BE EXISTING TREE TO BE 1 I = Q TUNNELED UNDER AND OTHER ROOTS SHALL BE CUT REMOVED, CITRUS SPP. Q V SMOOTHLY TO THE TRUNK SIDE OF THE TRENCH. '> THE TRUNK SIDE SHOULD BE DRAPED IMMEDIATELY 18745 LOREE AVENUE "' W 0 CUPERTINO, CA WITH TWO LAYERS OF UNTREATED BURLAP TO A Q Z DEPTH OF 3 FEET FROM THE SURFACE. THE BURLAP w Uj H SHALL BE SOAKED NIGHTLY AND LEFT IN PLACE UNTIL W Ix THE TRENCH IS BACK FILLED TO THE ORIGINAL LEVEL. EXISTING TREE TO BE 0 W THE ARBORIST SHALL EXAMINE THE TRENCH PRIOR REMOVED, PYRUS SPP. Cn J a TO BACK FILLING TO ASCERTAIN THE NUMBER AND _ O SIZE OF ROOTS CUT, SO AS TO SUGGEST THE J Q U NECESSARY REMEDIAL REPAIRS. SECTION III F77 LO 0 REMEDIAL REPAIRS: THE ARBORIST ON THE JOB SHALL HAVE THE RESPONSIBILITY OF OBSERVING ALL ONGOING ACTIVITIES THAT MAY AFFECT THE TREES, AND PRESCRIBING NECESSARY REMEDIAL WORK TO INSURE THE HEALTH AND STABILITY OF SAID TREES. THIS INCLUDES, BUT IS NOT LIMITED TO, ALL i ARBORIST ACTIVITIES BROUGHT OUT IN SECTIONS I 0 AND II. IN ADDITION, PRUNING, AS OUTLINED IN THE "PRUNING STANDARDS" OF THE WESTERN CHAPTER .0�j OF THE INTERNATIONAL SOCIETY OF 2 \ .�/ ARBORICULTURE, SHALL BE PRESCRIBED AS \ NECESSARY. FERTILIZING, AERATION, IRRIGATION, EXISTING TREE TO BE - .� PEST CONTROL AND OTHER ACTIVITIES SHALL BE REMOVED, PRUNUS SPP. 4j' PRESCRIBED ACCORDING TO THE TREE NEEDS, LOCAL SITE REQUIREMENTS, AND STATE AGRICULTURAL PEST CONTROL LAWS. ALL / SPECIFICATIONS SHALL BE IN WRITING. FOR PEST 1/ \ CONTROL OPERATIONS, CONSULT THE LOCAL COUNTY AGRICULTURAL COMMISSIONERS OFFICE FOR INDIVIDUALS LICENSED AS PEST CONTROL I EXISTING TREE TO REMAIN NO DATE DESCRIPTION ADVISORS OR PEST CONTROL OPERATORS. _00 AND PROTECT, FRAXINUS PROJECT NO: 5985.23 SECTION IV VELUTINA'MODESTO' CAD DWG FILE: 598523LCD.DWG DESIGNED BY: KM FINAL INSPECTION: UPON COMPLETION OF THE 000►�� DRAWN BY: KM PROJECT, THE ARBORIST SHALL REVIEW ALL WORK UNDERTAKEN THAT MAY IMPACT THE EXISTING / CHECKED BY: BG co TREES. SPECIAL ATTENTION SHALL BE GIVEN TO / DATE: JUNE 3,2022 o CUTS AND FILLS, COMPACTING, DRAINAGE, PRUNING / SCALE: 1/8"=1-o" AND FUTURE REMEDIAL WORK. THE ARBORIST © HMH/ g SHOULD SUBMIT A FINAL REPORT IN WRITING \ / w OUTLINING THE ONGOING REMEDIAL CARE CALVERT DR - FOLLOWING THE FINAL INSPECTION. TREE PROTECTION PLAN co N Lo co g GRAPHIC SCALELO 0 8 0 4 8 16 32 LC) N c0 N M O N_ U7 M U w L4.1 ( In Feet ) ° 1/8 inch = 1 foot o a J cii a Community Development Department Plan101/22 Division — Cupertino CUPERTINO APPROVED Case# 2022-001 ication Number(s) AHWgff+ Land Use Entitlements Approva I Body: ctor/Staff Land Planning Approva I Date / Landscape Architecture Civil Engineering Signature Brine Harkousha Utility Design Case Manager Land Surveying Stormwater Compliance 1570 Oakland Road (408)487-2200 San Jose, CA 95131 HMHca.com ,_PNDSCApE J OEM G q('�, CJ NO. 5292 n J � sig- taro 3/11/23 • Reoewd Date • 6-3-22 S1 Dote Q T9TF CF CAUtt Cu \ 00 A S JA A. NOMS TM LU Z LU LU M O Q V W LLI O LU z F- Q W IL Q Ja " LO O 00 TOM Tree Protection Area shall be 6 times the DBH of the tree Notes: in all directions from the face of the trunk. 1-See Tree Protection Requirements �► (Detail 6-2)for additional tree protection requirements. n 2- If there is no existing irrigation, see Tree Protection Requirements for watering requirements. 3-No pruning shall be performed except by an approved arborist. / 4-No equipment shall operate inside the protective fencing including during fence installation and removal. 5-Any modification must be approved by the Director of Public Works. Tree Protection NO DATE DESCRIPTION fence:4' High, clearly visible, PROJECT NO: 5985.23 mounted on steel posts installed at 8' CAD DWG FILE: 598523LCD.DWG P on center. DESIGNED BY: KM O 8.5"x 11" �oJ 2"x 6'steel posts o or approved equal sign DRAWN BY: KM o laminated in plastic.A driven into the CHECKED BY: BG ground. minimum of one to co sign for each KEEP OUT DATE: JUNE 3,2022 o facing dthe fence. PROTEC T ION la thick layer of mulch. SCALE: 1/8"=1'-0" AREA © HMH =a �' , a-, Maintain existing a t grade with the tree LU �� l � \� protection fence unless otherwise approved by the city. CUPERTINO TREE o to PROTECTION DETAIL co NIt M) CO Q City of Cupertino �z._._ 5/27/2020 6_� N s Standard Detail Approved By DateCD City Engineer cli co N O O LU In N L4.2 a LU 0 o J vi a Community Development Department Plan ing Division —Cupertino CuFLRTINO APPROVED Case # R-2022-001 pplicationNumber(s) rLANTING NOTES PLANTING LEGEND Land Use Entitlements Approval Body: irector/ Staff Land Planning CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL PLANT TREE LEGEND MINIMUM Approva I Date 09/01/22 MATERIAL ERIAL AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. Landscape Architecture SYMBOL QUANTITY BOTANICAL NAME COMMON NAME CONTAINER SIZE H x W WUCOLS Civil Engineering Signature Brine Harkousha Utility Design Case Manager UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, STRUCTURAL IMPROVEMENTS AND HARDSCAPE SHALL BE ARB UNE 2 ARBUTUS UNEDO STRAWBERRY TREE 15 GALLON 10 x 10' L Land Surveying INSTALLED PRIOR TO PLANTING OPERATIONS. Stormwater Compliance COR NUT 1 CORNUS NUTTALLII WESTERN DOGWOOD 15 GALLON 15' x 15' M 1570 Oakland Road (408)487-2200 PLANT LIST ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES AND San Jose, CA 95131 HMHca.com QUANTITIES BY PLAN CHECK. COT GOL 2 COTINUS COGGYGRIA'GOLDEN SPIRIT' GOLDEN SPIRIT SMOKE TREE 15 GALLON 10, X 10, L O�OADSCApF q A SOIL MANAGEMENT REPORT SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND SOIL AMENDMENTS SHALL BE ��\PN JOE� FOLLOWED PER THE REPORT. PHYSICAL COPIES OF THE SOIL MANAGEMENT REPORT SHALL BE PROVIDED TO THE CLIENT, CUP SEM 3 CUPRESSUS SEMPERVIRENS ITALIAN CYPRESS 24" BOX 12' X 25' L `' 0 NO. 529 J PROJECT LANDSCAPE ARCHITECT AND LOCAL AGENCY AS REQUIRED. THE SOIL MANAGEMENT REPORT SHALL CONFORM �9�at" TO STATE AB1881 WATER EFFICIENT LANDSCAPE ORDINANCE (WELD) OR LOCAL AGENCY ADOPTED WELD. CONTRACTOR SHRUB LEGEND MINIMUM Renewal Date • SHALL OBTAIN A SOILS MANAGEMENT REPORT AFTER GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION. s DateZ P SYMBOL QUANTITY BOTANICAL NAME COMMON NAME CONTAINER SIZE H x W WUCOLS ,� qTF OF CA\_\F SAMPLES OF FERTILIZERS, ORGANIC AMENDMENT, SOIL CONDITIONERS, AND SEED SHALL BE SUBMITTED PRIOR TO INCORPORATION. CONTRACTOR SHALL FURNISH TO THE OWNER'S AUTHORIZED REPRESENTATIVE A CERTIFICATE OF D 2 ARCTOSTAPHYLOS DENS IFLORA 'HOWARD MCMINN' HOWARD MCMINN MANZANITA 15 GALLON 6' x 6' L COMPLIANCE FOR SUCH FURNISHED MATERIALS. OCAS Jq 1111 ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS AND THE ® 92 CAREX TUMULICOLA BERKELEY SEDGE 1 GALLON 2' x 2' L '�� s BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING OPERATIONS. O 12 HEUCHERA'KEY LIME PIE' KEY LIME PIE CORAL BELLS 1 GALLON 1'x 2' L LOCATIONS OF PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. U101 19 MUHLENBERGIA RIGENS DEER GRASS 5 GALLON 3' x 3' L o M E S TM TREES SHALL BE PLANTED NO CLOSER THAN TEN FEET (10') FROM UTILITIES. TREES PLANTED WITHIN FIVE FEET (5) OF HARDSCAPE OR STRUCTURES SHALL BE INSTALLED WITH A ROOT BARRIER AS O 24 NEPETA FAASSENII CATMINT 1 GALLON 2' x 2' L APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 28 OLEA EUROPAEA'LITTLE OLLE' DWARF OLIVE 5 GALLON 3' x 3' L CONTRACTOR MUST CONTACT THE CITY ARBORIST TO VERIFY ANY PROPOSED SPECIES (EVEN IF SHOWN ON THE PLANS), LOCATIONS, AND QUANTITIES OF ALL PROPOSED TREES PRIOR TO ORDERING MATERIAL. A MINIMUM 3" LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT TURF, 10 PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN' SILVER SHEEN KOHUHU 15 GALLON 10'x 5' M Uj CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRAINDICATED. CONTRACTOR SHALL PROVIDE SAMPLE OF PROPOSED BARK MULCH FOR APPROVAL. BARK MULCH SHALL BE LYNGSO 11 SALVIA CLEVELANDII CLEVELAND SAGE 5 GALLON 3'X 3' L SMALL FIR BARK (3/4" TO 1-1/2") OR APPROVED EQUAL. Z W FOR SOILS LESS THAN 6% ORGANIC MATTER IN THE TOP 6" OF SOIL, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC }{ 10 SALVIA LEUCANTHA MEXICAN BUSH SAGE 5 GALLON 4' X 4' L Uj 2 YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF 6" INTO THE SOIL. O ALL PLANT MATERIAL SHALL BE SELECTED IN ACCORDANCE WITH THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI 4 WESTRINGIA FRUTICOSA 'GREY BOX' DWARF COAST ROSEMARY 5 GALLON 3'X 3' L Q Z60.1) 0 < U) V FOR STANDARD FORM TREES, CALIPER SIZE SHALL BE MEASURED 6"ABOVE THE SOIL LINE FOR CALIPERS EQUAL TO OR VINE LEGEND MINIMUM W 6 LESS THAN 4" FOR CALIPERS GREATER THAN 4", CALIPER SHALL BE MEASURES 12" ABOVE THE SOIL LINE. FOR SYMBOL QUANTITY BOTANICAL NAME COMMON NAME CONTAINER SIZE H x W WUCOLS Z MULTI-TRUNK TREES THE CALIPER SHALL BE ESTABLISHED BY TAKING THE AVERAGE OF THE CALIPER OF THE TWO A 11 FICUS PUMILA CREEPING FIG 1 GALLON CLIMBING M Uj ~ LARGEST TRUNKS. Q W CALIPER IS MEASURED 6" ABOVE ORIGINATION POINT OF THE SECOND LARGEST TRUNK OR 6"ABOVE GROUND IF ALL GROUNDCOVER LEGEND MINIMUM SYMBOL SPACING BOTANICAL NAME COMMON NAME CONTAINER SIZE H x W WUCOLS O V) TRUNKS ORIGINATE FROM THE SOIL. � � V - BOLERO PLUS BY DELTA BLUEGRASS LAWN SOD SOD H CALIPER SIZES STANDARDS: 15 GALLON: 0.75-1.25" F//� 6" O.C. DYMONDIA MARGARETAE DYMONDIA 4INCH 2" x 1' L O 24" BOX: 1.25-2" " _ 36" BOX: 2-3.5" 48" BOX: 3.5-5" 60" BOX: 4-6" WATER NEEDS CATEGORY BASED ON WUCOLS IV (JANUARY 2014) LANDSCAPE COEFFICIENT METHOD: CATEGORY PERCENTAGE OF ETo (H) HIGH: 0.7-0.9 (M) MEDIUM: 0.4-0.6 (L) LOW: 0.1-0.3 (VL)VERY LOW: <0.1 SITE CLEANLINESS: THE CONTRACTOR IS RESPONSIBLE TO KEEP THE SITE CLEAN FOR SOIL EROSION CONTROL MEASURES AND FOR ANY OTHER GENERAL REQUIREMENTS. SHOULD EXISTING CONDITIONS REQUIRE MITIGATION, THE CONTRACTOR SHALL ALERT THE OWNER OR LANDSCAPE ARCHITECT PRIOR TO PERFORMING WORK. CERTIFICATE OF COMPLETION: A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE DESIGNER OF THE LANDSCAPE PLANS, IRRIGATION PLANS, OR LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT. NO DATE DESCRIPTION PROJECT NO: 5985.23 CAD DWG FILE: 598523LCD.DWG DESIGNED BY: KM 0 0 DRAWN BY: KM 0 U CHECKED BY: BG J M N Ln DATE: JANUARY 7,2022 00 m z SCALE: NONE O_ v © HMH 0 O d w a w w J PLANTING LEGEND AND NOTES M N L0 °J O a_ Q CL J O O M L N W N O O N H W L4.2 0 aLU O o_ o J d Community Development Department Plan ing Division — Cupertino �CUPERTiNO APPROVED NOTES: 10 PLANT, SPACING VARIES, SEE NOTES: 10 NATIVE GRADE Case # R-2022-001 1. SEE PLANTING SPECIFICATIONS PRIOR TO INSTALLATION 1. SEE PLANTING SPECIFICATIONS ppGcationNumber(s) OF PLANT MATERIALS. PLANTING LEGEND PRIOR TO INSTALLATION OF O FOOT TAMP BASE 2. SPACING SHALL BE TRIANGULATED UNLESS OTHERWISE O EDGE OF PLANTING AREA PLANT MATERIALS. Land Use Entitlements Approval Body: irector/ Staff 3O BACKFILL, PUDDLE AND Land Planning 09/01/22 NOTED. 2. ROOT BALL CROWN SHALL SETTLE PRIOR TO PLANTING Landscape Architecture Approva I Date 3. INFILL PLANTS AS REQUIRED TO MAINTAIN SPACING AT EXTEND 1"ABOVE FINNISH Signature Brine Harkousha IRREGULAR EDGES. GRADE. TREE Civil lUtility Design Engineering Case Manager 3. TREE INSTALLED IN TURF 4O AGRIFORM PLANT TABLETS, Land Surveying AREAS SHALL BE INSTALLED 3 PER 15 GALLON, 6 PER 24" Stormwater Compliance EQUAL EQUAL WITH 'ARBOR-GUARD'AT BASE BOX, AND 8 FOR 36" BOX 1570 Oakland Road (408)487-2200 OF TRUNK. San,lose, CA 95131 HMHca.com O5 TREE Ql 60 ROOT BALL �o�PNDS E pjo O7 PINE LODGE POLE STAKE, 2" N0. 529 J � 1 DIAMETER, PLACED ON ------ __- �,-_ ------ __- �_-_ ------ _—- -__ _—-- R„3/31/23 WINDWARD SIDES OF TREE �.d oar 2 AND OUTSIDE OF ROOT BALL P 1 o��e ate P T � 9pF OF CAL�FD�� J� ® CINCH TIE Og 2" DEEP BASIN AROUND ROOT BALL, TREES PLANTED o�As ✓q� IN TURF SHALL NOT HAVE X� BASINS ----------- ------------ ------- zz � Q U U) a- a- Q J CV d PLAN VIEW y o M E s T� 0 00 0 GROUNDCOVER ° ° 0 °° ° ° ° 0 0 0 SCALE: 1" = V-0" 0 0 0 ° o 0 00 0 0 o ° 0 00 0 0° ° 0 ° 0 ° 00 ° 0 00 NOTES: 10 NATIVE GRADE NOTES: 10 NATIVE GRADE 000 0 0 ° °0 ° ° ° °0 1. SEE PLANTING SPECIFICATIONS 1. SEE PLANTING SPECIFICATIONS 0 0 0 PRIOR TO INSTALLATION OF 20 FOOT TAMP BASE PRIOR TO INSTALLATION OF O2 FOOT TAMP BASE 0 ° 0 ° 0 UU PLANT MATERIALS. PLANT MATERIALS. o 0 30 BACKFILL, PUDDLE AND O3 BACKFILL, PUDDLE AND ° o ° °° o° 8 0 M 2. ROOT BALL CROWN SHALL SETTLE PRIOR TO PLANTING 2. ROOT BALL CROWN SHALL SETTLE PRIOR TO PLANTING ° o ° o ° o EXTEND 1"ABOVE FINNISH TREE EXTEND 1"ABOVE FINNISH SHRUB ° ° ° ° ° Z W ° ° GRADE. GRADE. 40 AGRIFORM PLANT TABLETS, 0 ° ° ° ° ° °4 AGRIFORM PLANT TABLETS, 0 0 0 o 0 0 ° LLJ 2 PER VINE 3 PER SHRUB 0 O 0 5 5 SHRUB 000 0 ° ° ° o° 0 °° 0 0 °0 0 VINE 0 00 ° 0 ° Q 6 ROOT BALL 0 0 ° C�© ROOT BALL o ° o 70 2" DEEP BASIN AROUND O7 2" DEEP BASIN AROUND o 0 °° °° 0 00 0 0 0 0 W W Z ROOT BALL, TREES PLANTED ROOT BALL 0 0 W z IN TURF SHALL NOT HAVE ° o ° BASINS 0 °0 0° 0 ^/ LV 80 WALL OR FENCE ° 0 1■1� a O 90 ATTACH VINE TO WALL OR V FENCE TO SUPPORT J BRANCHING STRUCTURE 8 L0 0 7 4 Z 00 0° 0 o 00 O O o 0 —°0° ° 0 9 5 °°0 o0 9 °O 0 °° ° 0 o°° o°O °h°o°1°o° o 0 °°o° °°° Tr - 4 0 _ 3 NO DATE DESCRIPTION 0 00 0 - ° °°o°° °°°o°°°o° °o°°°o°°° °°° °°° ° ° °°° °°° co °°o°° �� 2 PROJECT NO: 5985.23 CAD DWG FILE: 598523LCD.DWG °°°o° ° ° DESIGNED BY: KM oC1LILlo° °E= JJJ CHECKED BY: BG co - °oo oo° ° o°° 2 � °°°0°0 0°L °0°0°0°0° o o DATE: JANUARY 7,2022 Z SCALE: AS NOTED p °° °� ° 3 © HMH MOW °a°o°a° 2 " I � I � i w 1 2x DIAMETER Q 2x DIAMETER OF ROOT BALL o III III SECTION OF ROOT BALL SECTION Lo PLANTING DETAILS N 2x DIAMETER co SECTION OF ROOT BALL Q J O O co co U) VINE SHRUB TREE w SCALE: 1" = V-0" SCALE: 1" = V-0" SCALE: 1" = V-0" L4.3 0 0 a' uj o_ o J D Community Development Department Plan Ing Division - Cupertino IRRIGATION LEGEND CUPERTINO APPROVED Case#- R-20 nce Eva otrans iration (ETo) 45.3 DESCRIPTION SYMBOL AHfgff+ pplication Number(s) ELECTRIC IRRIGATION CONTROLLER IA Land Use Entitlements Approva I Body: irecto /Staff a b Irrigation Efficiency ETAF Landscape Area Estimated Total Land Planning O9/01/ ydrozone#/Planting Description Plant Factor(PF) Irrigation Method I PF/I S ft. ETAF x Area e Landscape Architecture Approva I Date (q ( q ( q ) water use (ETwu) WEATHER SENSOR (OMIT IF CONTROLLER IS p Signature Brine Har CONNECTED TO INTERNET ❑W Civil Engineering ) Utility Design Cas Regular Landscape Areas � Land Surveying Stormwater Compliance Hydrozone 1 0.7 Spray 0.75 0.93 111 103.60 2,909.71 \ PVC BALL VALVE ►� Hydrozone 2 0.6 Drip 0.81 0.74 171 126.67 3,557.56 / 1570 Oakland Road (408)487-2200 Hydrozone 3 0.4 Bubblers 0.81 0.49 117 57.78 1,622.75 San Jose, CA 95131 HMHca.com ANTI-SIPHON REMOTE CONTROL VALVE, Hydrozone 4 0.3 Drip 0.81 0.37 73 27.04 759.36 1 2 3 4 PRESSURE REGULATOR, AND FILTER FOR DRIP Hydrozone 5 0.7 Spray 0.75 0.93 259 241.73 6,789.32 0.9 0.7 6.5 0.7 / SYSTEMS _PNDSCAPE Hydrozone 6 0.7 Spray 0.75 0.93 100 93.33 2,621.36 1" 1" 1" 1" / \ � �\PN JDEL 0 Hydrozone 7 0.3 Drip 0.81 0.37 1,281 474.44 13,325.25 114' 73' / U� �� No. 5292 (A) (B) CENTER CENTER 1 SPRAY/BUBBLER ANTI-SIPHON VALVE O ��, FEED FEED Total: 2,001.00 1,020.99 5 xx Q 3%1I 6 7 EXISTING TREE TO REMAIN POP-UP SPRAY HEADS, 12' RADIUS O e 8 V 8t.7-2 2 2.5 0.9 5.0 AND PROTECT `sDote P' T Special Landscape Areas 1" 1" 1" / qTF o� None - - - - - - - 854' \ POP-UP SPRAY HEADS, 10' RADIUS o o e b g OF CAU\\ CFEENTERED / � (C) (D) _� TREE BUBBLER O o�,ps Jq�i Total: - - _ + A. F NON PRESSURE LATERAL LINE ETWU Total: 28,675.60 \ 1 Maximum Allowed Water Allowance(MAWA): 30,910.05 1� ... ..�..�..�..�. ' DRIPZONE LATERAL LINE �••�••� ' ---------------------- ---, 1 t' 1 � � O I,q E TM ETAF CALCULATIONS � � ,I♦ ♦�� 1 2 3 4 5 6 7 i 1__ � SLEEVE (4" UNLESS OTHERWISE NOTED) - - = 1 Regular Landscape Areas Regular Landscape Areas i i ECO-WRAP IRRIGATION LINE Total ETAF xArea (B) Total ETAF xArea 1,020.99 EXISTING TREE TO REMAIN • ,1 '� 1 +----------------AND PROTECT PRUNUS SPP � Total Area (A) Total Area 2,001.00 . Average ETAF B-A Average ETAF 0.51 ` + ♦ ♦ 1 DRIP IRRIGATION LINES , ' �_- All Landscape Areas All Landscape Areas ; ; r� ' _____ Total ETAF xArea (B+D) Total ETAF xArea 1,020.99 , , LU Total Area (A+C) Total Area 2,001.00 e I # STATION# # GPM GPM 1 1 ----:-, ;,1 -- 1 VALVE TAG X„ slzE X" Z W 1 ,� APPROX.LENGTH OF---, , ' ' DRIP TUBING XXXX CONTROLLER SCHEDULE PER ZONE - ZONE TYPE CENTER FEED LU Zone Description Irrigation Cycle Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec NOTES: O ' ------ ---- 1. STATIC PRESSURE AT POINT OF CONNECTION IS 65-75 PSI. = Q Days per week 3 3 3 3 3 3 3 3 3 3 3 3 2. SEE SHEET L5.2 FOR IRRIGATION LEGEND AND NOTES. Q U 1 Spray(High) Cycles per day 1 1 1 1 1 2 2 2 2 1 1 1 18745 LOREE AVENUE Lu 3. IRRIGATION PLANS ARE DIAGRAMMATIC FOR GRAPHIC CLARITY. Max minutes per cycle 24 Minutes p cycle cle 5 7 8 9 11 11 12 12 10 8 6 5 ;--+ > 4. EXACT LOCATION OF WEATHER SENSOR TO BE DETERMINED BY W O CUPERTINO CA ' Q SITE SUPERINTENDENT. SEE SHEET L5.2 FOR ADDITIONAL NOTES � Z Drip(Low) Days per week 3 3 3 3 3 3 3 3 3 3 3 3 �; W ON PLACEMENT OF WEATHER SENSOR. UU Q I , 2 Cycles per day 1 1 1 1 1 2 2 2 2 1 1 1 W Max minutes per cycle 24 Minutes per cycle 10 14 16 18 22 22 24 24 20 16 12 10 I i i a Bubblers(Low) Days per week 3 3 3 3 3 3 3 3 3 3 3 3 3 Cycles per day 1 1 1 1 1 2 2 2 2 1 1 1 Max minutes per cycle 24 Minutes per cycle 10 14 16 18 22 22 24 24 20 16 12 10 _ 1 LO Days per week 3 3 3 3 3 3 3 3 3 3 3 3 4 Drip(Low) Cycles per day 1 1 1 1 1 2 2 2 2 1 1 1 III Max minutes per cycle 24 Minutespercycle 10 14 16 18 22 22 24 24 20 16 12 10 Days per week 3 3 3 3 3 3 3 3 3 3 3 3 , TOM 5 Spray(High) Cycles per day 1 1 1 1 1 2 2 2 2 1 1 1 Max minutes per cycle 24 Minutes per cycle 5 7 8 9 11 11 12 12 10 8 6 5 1 i 1 , Days per week 3 3 3 3 3 3 3 3 3 3 3 3 , 6 Spray(High) Cycles per day 1 1 1 1 1 2 2 2 2 1 1 1 u ' 1 1 oe Max minutes per cycle 24 Minutes per cycle 5 7 8 9 11 11 12 12 10 8 6 5 L �______i 1 1 1 Days per week 3 3 3 3 3 3 3 3 3 3 3 3 Trr1 + 7 Drip(Low) Cycles per day 1 1 1 1 1 2 2 2 2 1 1 1 ;--------- `% Max minutes per cycle 24 Minutes per cycle 10 14 16 18 22 22 24 24 20 16 12 10 � 4# ♦ � `M �� 1 • EXISTING TREE TO REMAIN No DATE DESCRIPTION AND PROTECT FRAXINUS PROJECT NO: 5985.23 ' 1 ' VELUTINA'MODESTO' CAD DWG FILE: 598523LCD.DWG � A DESIGNED BY: KM 0 EXISTING WATER METER 0 -------- - --- ---- --------� / DRAWN BY: KM J / CHECKED BY: BG Cl) N / DATE: JULY 26,2022 CO o / SCALE: 1/8"=1'-0" U / © HMH CALVERT DRLu / Q w w IRRIGATION PLAN i co N CO O Q g GRAPHIC SCALE co 0 8 0 4 8 16 32 N co N coO O N U w In Feet ) ° 1/8 inch = 1 foot o J vi a Community Development Department Plan ing Division -Cupertino CN4 A Case # R-2 �►TION NOTES Case ppGcat)on Nun6WRACTOR SHALL CONNECT P.O.C. FROM DOWNSTREAM OF HOSE BIB OR 20. EXACT LOCATION OF CONTROLLERS TO BE DETERMINED AT JOB SITE BY PROJECT IRRIGATION LEGEND Approval Body: irector/ S#RRIGATIONS STUB AND COMPLETE THE ENTIRE SYSTEM AS SHOWN ON THE PLANS AND MANAGER. USE THIN WALL METAL CONDUIT ABOVE GRADE AND IN GARAGES. PAINT SYMBOL DESCRIPTION MANUFACTURER/MODEL/SIZE Land Use Entitlements Land Planning Approval Date 09/01/22 SPECIFICATIONS. ALL CONDUIT TO MATCH BUILDING OR WALL COLOR. USE WATERPROOF CONNECTIONS Landscape Architecture FOR OUTDOOR INSTALLATION. INSTALL PER MANUFACTURERS SPECIFICATIONS. SEAL Fi-Al WALL MOUNT ET BASED ELECTRIC IRRIGATION HUNTER PRO HC WIFI ENABLED 12-STATION CONTROLLER WITH HUNTER HC FLOW METER Civil Engineering Signature Brine Harkousha ALL CONDUIT HOLES WITH SILICONE OR EQUAL. PROGRAM CONTROLLER TO IRRIGATE CONTROLLER Utility Design ca e Mauag RAMMATIC AND DO NOT NECESSARILY INDICATE ALL THE OFFSETS AND FITTINGS REQUIRED FOR A COMPLETE IRRIGATION SYSTEM. THE IRRIGATION USING MULTIPLE REPEAT CYCLES OF SHORT DURATION. CARE SHALL BE TAKEN TO StLand Surveying ormwater Compliance SYSTEM SHALL BE INSTALLED WITHIN A PLANTING AREA WHEREVER POSSIBLE. PREVENT RUNOFF OF WATER AND SLOPE/SOIL EROSION DUE TO PROLONGED CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTMENTS NECESSARY TO CONFORM APPLICATIONS OF WATER. FOR CONTROL WIRE INSTALLED IN GARAGE, COORDINATE ❑W WEATHER SENSOR WR-CLIK San Oakland 513 (4 H Hca.c m San Jose, CA 95131 HMHca.com TO ACTUAL FIELD CONDITIONS. WITH ELECTRICAL ENGINEER AND PROJECT ELECTRICIAN FOR CONNECTIONS BETWEEN MOUNT IN AN AREA EXPOSED TO RAIN CONDITIONS AND OUT OF REACH FOR VANDALISM. PODIUM OR WALL PENETRATIONS TO IRRIGATION CONTROLLER LOCATION(S). 2.4G WIRELESS CONNECTION IS REQUIRED FOR OPERATION. �PNDsc.aPe 3. EQUIPMENT INCLUDING MAIN, LATERALS, AND VALVES SHOWN IN HARDSCAPE AREAS N JOEL CqQ� ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED WHENEVER POSSIBLE 21. CONTROL WIRES SHALL BE 14 GAUGE (RED). SEPARATE WIRES SHALL RUN FROM THE PLEASE VISIT HTTPS://WWW.HYDRAWISE.COM TO ENROLL AND SET UP ACCOUNT WITH SCHEDULE TO No. 529z � WITHIN PLANTED AREAS A REASONABLE, REACHABLE DISTANCE FROM HARDSCAPE OR CONTROLLER TO EACH VALVE. COMMON GROUND WIRES SHALL BE 12 GAUGE (WHITE) TRANSFER TO FUTURE HOMEOWNER I . TURF AREAS UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL CONTROL WIRES LEADING FROM VALVES TO CONTROLLER SHALL BE LOOPED-UP A 51lL2• 3/31/23 MINIMUM OF 30" INTO EVERY VALVE BOX INTERCEPTED ON THE WAY TO THE 7-27-Da 22 4. CONTRACTOR SHALL INSTALL WIRE AND PIPE UNDER HARDSCAPE AREAS IN SEPERATE CONTROLLER. ►4 PVC BALL VALVE NIBCO PVC BALL VALVE 4660-S OR EQUAL, LINE SIZE s, ,P P.V.C. SCHEDULE 40 SLEEVES. CONTRACTOR SHALL COORDINATE PIPING AND 9TF 0, SLEEVING LOCATION PRIOR TO HARDSCAPE INSTALLATION. SLEEVING SHALL BE 22. CONTRACTOR TO COORDINATE CONTROLLER POWER HOOK-UP WITH PROJECT ANTI-SIPHON DRIPZO CONTROL KIT INC. REMOTE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES. WHEREVER POSSIBLE, ELECTRICIAN. THE GENERAL CONTRACTOR SHALL COORDINATE HIS PORTION OF CONTROL VALVE PRESSURE REGULATOR & FILTER FOR IRRITOL 2700 ANTI-SIPHON SERIES CONTROL WIRES SHALL OCCUPY THE SAME TRENCH AS PIPES. EACH CONTROLLER WORK WITH THE ELECTRICAL CONTRACTOR TO MINIMIZE CONFLICTS. DRIP AND TREE BUBBLER VALVES �o0 " ✓q�� SHALL HAVE AN INDEPENDENT GROUND WIRE. ® SPRAY/ BUBBLER ANTI-SIPHON VALVE IRRITOL 2700 ANTI-SIPHON SERIES 23. FINAL LOCATION FOR CONTROL VALVES SHALL BE APPROVED BY THE OWNERS 5. "1 HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLING. CONTRACTOR SHALL NOTIFY OPERATING ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN." ALL LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF INSTALLED BACKFLOW SPRAY DESCRIPTION RADIUS PRESSURE MODEL NOZZLE GPM INSTALL IRRIGATION SYSTEM IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PREVENTION DEVICE. QQ ORDINANCES. 24. BUBBLERS SHALL BE LOCATED ON THE UPHILL SIDE OF TREES. O � 2j � e 8 6 b V POP-UP SPRAY HEADS 12' 20-75 PSI TORO 570Z-PRX SERIES 6P OT-12 (360, TQ, TT, 210, H, 150, T, Q, 60) 1.46, 1.15, 0.99, 0.82, 0.74, 0.62, 0.49, 0.37, 0.25 y O M S T 6. THE EXISTING WATER PRESSURE AT THE PROPOSED WATER METER LOCATION RANGES FROM 65 TO 75 P.S.I. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND 25. ALL WATER TO DRAIN AWAY FROM BUILDING PER LOCAL BUILDING CODE. WATER PRESSURE. IF ANY DISCREPANCY EXISTS BETWEEN DESIGN AND ACTUAL FIELD ® POP-UP SPRAY HEADS 10' 20-75 PSI TORO 570Z-PRX SERIES 6P OT-10 (360, TQ, TT, 210, H, 150, T, Q, 60) 1.03, 0.79, 0.69, 0.58, 0.51, 0.43, 0.34, 0.23, 0.17 CONDITIONS NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY IN WRITING FOR A 31. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS OPERATING DECISION BEFORE PROCEEDING WITH THE INSTALLATION. WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR BUBBLERS DESCRIPTION PRESSURE MODEL NOZZLE GPM DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN 7. SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE (P.S.I.)AND A CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OF DIFFERENCES SHOULD p ON GRADE TREE BUBBLER 20-75 PSI TORO FB-25 MOUNTED ON TORO SHRUB ADAPTERS 0.25 MAXIMUM DEMAND (G.P.M.) AS SHOWN AT EACH POINT OF CONNECTION ON THE BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN IN QUANTITIES AS FOLLOWS: Uj DRAWINGS. CONTRACTOR SHALL VERIFY PRESSURE AND DEMAND AT EACH POINT OF THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME 2 PER 15 GALLON OR 24" BOX TREE CONNECTION PRIOR TO COMMENCING INSTALLATION AND SUBMIT SUCH IN WRITING TO FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. M Cn 4 PER 36" BOX TREE AND LARGER THE OWNER'S AUTHORIZED REPRESENTATIVE. IF ANY DISCREPANCIES EXIST, THEY SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S AUTHORIZED 32. A LAMINATED, COLOR CODED, REDUCED SIZE IRRIGATION PLAN SHALL BE FURNISHED OPERATING Z W REPRESENTATIVE. TO THE OWNER AFTER FINAL ACCEPTANCE. PLACE ANOTHER LAMINATED COPY INSIDE DRIP DESCRIPTION PRESSURE MODEL Uj THE CONTROLLER CABINET DOOR. O 9. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE AND EFFECTIVE COVERAGE OF •�-�-�-�-�-�-�-�-�-�-�-�-�-�-�• HUNTER ECO-WRAP 15-50 PSI ECO-WRAP-17, FLEECE-WRAPPED HDL-CV > T ALL PLANTING AREAS. DURING THE MAINTENANCE PERIOD, IT IS THE RESPONSIBILITY 33. LANDSCAPE CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR PRIOR TO NOTE: Z OF THE LANDSCAPE MAINTENANCE CONTRACTOR TO ENSURE ALL PLANT MATERIAL DEMOLITION OR PROTECTION OF EXISTING MAINLINE AND CONTROLLER WIRE FOR INSTALL HUNTER ECO-WRAP PER Q Q RECEIVES AS MUCH WATER AS IS NECESSARY FOR ESTABLISHMENT AND TO SUSTAIN FUTURE USE. MANUFACTURER'S SPECIFICATIONS V GOOD PLANT HEALTH. Uj W O 34. IF THE INTENT IS TO DEMO ANY IRRIGATION EQUIPMENT IN NEW CONSTRUCTION AREA, +---------------� ON-GRADE TORO DRIP TUBING 30 PSI TORO DL-2000 SERIES (RGP-212-10) � Z 10. CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST IRRIGATION SYSTEM FOR OPTIMUM LANDSCAPE CONTRACTOR SHALL SUPPLY ALL NEW MAINLINE AND CONTROLLER WIRE , PERFORMANCE IN ACCORDANCE WITH THE SPECIFICATIONS. COSTS INCURRED DUE TO TO NEW REMOTE CONTROL VALVE AS DESIGNED PER THIS PLAN, TYPICAL. NOTE: FOR GROUND COVER & SHRUB AREAS: Q � ' INSTALL TORO DL2000 PER W ANY ADJUSTMENTS FOR 100% COVERAGE, INCLUDING THOSE REQUESTED BY THE DL2000 DRIPLINE SPACING =18" OWNER'S AUTHORIZED REPRESENTATIVE SHALL BE THE RESPONSIBILITY OF THE 35. CONTRACTOR SHALL INSTALL DRIPLINE ON SLOPES PER MANUFACTURERS `---------------- MANUFACTURER'S SPECIFICATIONS EMITTER SPACING =18" CONTRACTOR. RECOMMENDATIONS WITH 25% INCREASED SPACING AT BOTTOM 1/3 OF SLOPE. DRIPPER FLOW =0.53 GPH 0 11. CONTRACTOR HALL COORDINATE INSTALLATION F THE IRRIGATION Y TEM WITH 36. CONTRACTOR MUST PROVIDE AN IRRIGATION AUDIT IN ACCORDANCE WITH LOCAL S C000SYSTEM REQUIRED DRIP EQUIPMENT NOT GRAPHICALLY DEPICTED ON PLANS: THE LAYOUT AND INSTALLATION OF THE PLANT MATERIAL TO ENSURE THAT THERE WILL WELO AND TITLE 23 DEPARTMENT OF WATER RESOURCES SECTION 492.12: IRRIGATION (INSTALL PER MANUFACTURER'S RECOMMENDATIONS.) BE COMPLETE AND UNIFORM IRRIGATION COVERAGE OF PLANTING. THE IRRIGATION AUDIT, IRRIGATION SURVEY, AND IRRIGATION WATER USE ANALYSIS PRIOR TO PROJECT 0 Ln LAYOUT SHALL BE CHECKED BY THE CONTRACTOR AND OWNER'S AUTHORIZED ACCEPTANCE. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FLUSH VALVE FOR DL2000 SYSTEM TORO FCH-H-FIPT, MINIMUM ONE PER VALVEqq* REPRESENTATIVE PRIOR TO CONSTRUCTION TO DETERMINE IF ANY CHANGES, FINAL INSPECTION. AIR VACUUM RELIEF VALVE FOR DRIP SYSTEM TORO YD-500-34 MINIMUM ONE PER VALVE DELETIONS, OR ADDITIONS ARE REQUIRED. THE IRRIGATION SYSTEM SHALL BE OPERATION INDICATOR FOR DRIP SYSTEM TORO DL-MP9 MINIMUM ONE PER VALVE INSTALLED AND TESTED PRIOR TO THE INSTALLATION OF ANY PLANT MATERIALS. 37. CONTRACTOR SHALL PROVIDE A CERTIFICATE OF COMPLETION AS REQUIRED TO THE W LOCAL REVIEWING AGENCY. SEE CALIFORNIA CODE OF REGULATIONS TITLE 23 WATERS DRIP TUBE FITTINGS TORO TRI-LOC FITTINGS TOM 12. TRENCHING DEPTHS FOR IRRIGATION PIPES SHALL BE AS FOLLOWS: MAIN = 24", ALL DIVISION 2 DEPARTMENT OF WATER RESOURCES CHAPTER 2.7 MODEL WATER LATERALS = 12". ALL DIMENSIONS ARE FROM THE TOP OF THE PIPE. PROVIDE A EFFICIENT LANDSCAPE ORDINANCE APPENDIX C. IRRIGATION LINES AND SLEEVES DESCRIPTION MODEL NOTES MINIMUM 3" SAND ENVELOPE AROUND ALL MAINLINE PIPE. 38. SOIL MANAGEMENT REPORT SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND 13. MINIMUM LATERAL SIZE SHALL BE 3/4". SEE PIPE SIZING CHART FOR SIZING. SOIL AMENDMENTS SHALL BE FOLLOWED PER THE REPORT. PHYSICAL COPIES OF THE -••-••-••-••- NONPRESSURE DRIP IRRIGATION LATERAL, SCHEDULE 40 PVC PIPE 12" COVER SOIL MANAGEMENT REPORT SHALL BE PROVIDED TO CLIENT, PROJECT LANDSCAPE SIZED PER PIPE SIZING CHART 14. IF SETTLEMENT OCCURS ALONG TRENCHES AND ADJUSTMENT(S) TO PIPES, VALVES, OR ARCHITECT AND LOCAL AGENCY AS REQUIRED. SOIL MANAGEMENT REPORT SHALL HEADS IS REQUIRED, THE CONTRACTOR, AS PART OF WORK UNDER THIS CONTRACT, CONFORM TO STATE AB1881 WATER EFFICIENT LANDSCAPE ORDINANCE OR AGENCY NONPRESSURE IRRIGATION SUPPLYLINE-3/4" MIN. CLASS 200 PVC PIPE 12" COVER SHALL MAKE ALL ADJUSTMENTS WITHOUT EXTRA COSTS TO THE OWNER. ADOPTED WELD. - - - - - - PRESSURE SUPPLY MAINLINE 1120 SCHD. 40 PVC PIPE FOR SIZES 1-1/2"AND SMALLER 24" COVER 1120 CLASS 315 PVC PIPE FOR SIZES 2"AND LARGER 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FILL AND REPAIR ALL DEPRESSIONS 39. CONTRACTOR IS RESPONSIBLE FOR HAND WATERING INCLUDING BUT NOT LIMITED TO AND REPLACE ALL NECESSARY LAWN AND/OR PLANTING DUE TO THE SETTLEMENT OF THE FOLLOWING AREAS DURING PLANT ESTABLISHMENT: BIO-CELL AREAS, SODDED = = SLEEVE: 2x ENCLOSED PIPE DIAMETER OR AS INDICATED 1120/SCHEDULE 40 PVC PIPE 24" COVER IRRIGATION FOR ONE YEAR FOLLOWING THE ACCEPTED COMPLETION OF AREAS. THESE AREAS WILL NEED SUPPLEMENTAL HAND WATERING IF THEY ARE SPRAY, ROTOR, AND BUBBLER VALVES DRIP TUBING VALVES MAINTENANCE. IRRIGATED BY DRIP UNTIL ROOTS ARE ESTABLISHED AS DRIP IRRIGATION MAY NOT PROVIDE SUFFICIENT WATER TO THESE AREAS FOR HEALTHY PLANT ESTABLISHMENT. # CONTROLLER STATION NUMBER # CONTROLLER STATION NUMBER 16. CONTRACTOR SHALL GUARANTEE THAT ALL MATERIAL, EQUIPMENT, AND GPM GALLONS PER MINUTE THROUGH VALVE GPM GALLONS PER MINUTE THROUGH VALVE CONTROL VALVE SIZE 1" CONTROL VALVE SIZE NO DATE DESCRIPTION WORKMANSHIP FURNISHED BY HIM BE FREE OF DEFECTS FOR ONE YEAR FOLLOWING 40. PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OR XXXX' LENGTH OF DRIP TUBING, IF APPLICABLE PROJECT NO: 5985.23 THE ACCEPTED COMPLETION OF MAINTENANCE. CONTRACTOR SHALL BE LIABLE FOR EXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICE. CENTER ZONE TYPE, IF APPLICAPBLE CAD DWG FILE: 598523LCD.DWG REPAIRS AND REPLACEMENT OF FAILED MATERIAL DURING THIS GUARANTEE PERIOD. FEED 41. CHECK VALVES OR ANTI-DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS DESIGNED BY: KM 0 17. ALL PLASTIC FITTINGS SHALL BE A MINIMUM OF 18"APART TO FACILITATE REMOVAL AND WHERE LOW POINT DRAINAGE COULD OCCUR. DRAWN BY: KM REPLACEMENT OF INDIVIDUAL FITTINGS. CHECKED BY: BG 42. A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE PIPE SIZING CHART DATE: JULY26,2022 18. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. DESIGNER OF THE LANDSCAPE PLANS, IRRIGATION PLANS, OR THE LICENSED o CONTRACTOR TO LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE AND EVERY 100, LANDSCAPE CONTRACTOR FOR THE PROJECT. FLOW RATE PIPE SIZE SCALE: NONE ON CENTER ALONG WIRE RUN. TAPE WIRE BUNDLES 10' ON CENTER. NO TAPING WILL (GPM) (DIAMETER) © HMH BE PERMITTED INSIDE SLEEVES. WIRE CONNECTORS SHALL BE SCOTCH DBY OR 43. WATER SUPPLIED BY CALIFORNIA WATER SERVICE. 0.0-9.0 0.75" w APPROVED EQUAL, INSTALLED IN ACCORDANCE WITH MANUFACTURER'S 9.1 - 18.0 1.001, Q INSTRUCTIONS. 18.1 -30.0 1.25" IRRIGATION 19. CONTROL VALVES SHALL BE SIZED AS DESIGNATED ON THE DRAWINGS AND SHALL BE 30.1 -40.0 1.50" LEGEND AND INSTALLED IN VALVE BOXES AS INDICATED IN THE DETAILS. BOXES SHALL BE SET 40.1 -60.0 2.00" NOTES co FLUSH WITH THE FINISH GRADE OR SURFACE AND PERMANENTLY MARKED AS co 1 -70.0 2.50" INDICATED IN THE DETAILS. 60. m a N J O O N co O 6) N t` U) N Uw L5.2 aLU a O J cii a Community Development Department Plan Ing Division -Cupertino CUPLRTINO IA,PTFEfEOVFD NOTES: �� NOTES: NOTE: �� 1 WALL MOUNT IRRIGATION CONTROLLER, 1 1 ABOVE FINISH GRADE 1 FINISH GRADE OF MULCH 1 112 ABOVE FINISHED GRADE Case # R-tO�glffy LOCATION WITH PROJECT SEE IRRIGATION LEGEND FOR 1. SEE IRRIGATION LEGEND FOR 1. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION. LAYER 1. ALWAYS INSTALL SPRAY SPRINKLER uur,atioELB-9TI�ICIAN. SPECIFICATION EQUIPMENT SPECIFICATION. O NATIVE SOIL PER SPECIFICATIONS 2. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S PERPENDICULAR TO FINISHED GRADE. O FINISHED GRADE/TOP OF MULCH O MULCH TOP DRESSING Land Use Entitlements 2. ALL E CTRICAL WORK MUST CONFORM 2. INSTALL ALL IN ACCORDANCE WITH RECOMMENDATIONS. 2. SEE IRRIGATION LEGEND FOR 3 POP-UP SPRAY SPRINKLER: SEE Approval Body: irector tLAL CODES. REFER TO PRODUCT O FINISHED FLOOR MANUFACTURER'S O FINISH GRADE 3. LOCATE STAPLES ALONG TUBING PER MANUFACTURER'S PER SPECIFICATIONS EQUIPMENT SPECIFICATION. O Land Planning Approval Date 09/01/ LEGEND FOR MAKE MODEL AND Landscape Architecture ,, w,." , „,., NAL 0 1/2" UL APPROVED ELECTRICAL CONDUIT RECOMMENDATIONS. O4 DRIPLINE FLUSH VALVE RECOMMENDATIONS. 30 DRIPLINE 3. INSTALL ALL IN ACCORDANCE WITH NOZZLE TYPE Civil Engineering Signature Brine Har♦Wgft I ATION RF:OI J RFMENTS. THIS RING NUT AND JUNCTION BOX FOR 120V 3. LOCATE AND USE ONE FLUSH VALVE MANUFACTURER'S RECOMMENDATIONS. Utility Design casT%XNI'NG IS PROVIDED FOR REFERENCE AC ELECTRICAL POWER FOR EVERY 7 GPM PER ZONE AT LOW O 6" ROUND PLASTIC VALVE BOX. HEAT 7 O FINISH GRADE 9 O PVC SCH 80 NIPPLE (LENGTH AS Land Surveying Compliance ONLY. INDIVIDUAL PROJECT O GALVANIZED ELEC. WIRE CONDUIT SIZE POINTS. BRAND "FV" ON LID IN 1" HIGH Z" REQUIRED) Stormwater Com p ( CHARACTERS 1 0 DRIPLINE STEEL SOIL 1 O5 MARLEX STREET ELL REQUIREMENTS AND LOCAL CODES MAY AS REQUIRED) PAINT TO MATCH BLDG. STAPLErtr O San Oakland Road (4 HI IHca.c 00 DICTATE DIFFERENCES IN INSTALLATION 3 1 O 314" SCH 80 PVC NIPPLE 6 PVC SCH 80 NIPPLE (LENGTH AS San Jose, CA 95131 HMHca.com PROCEDURES THAT ARE NOT IDENTIFIED 0 PVC SWEEP ELL (DEPTH AS REQUIRED) 7 2 60 NATIVE SOIL PER 2 REQUIRED) ON THIS DETAIL. O6 CONTROL WIRES TO CONTROL VALVES O7 BRICK SUPPORTS SPECIFICATIONS 7O PVC SCH 40 TEE OR ELL �PNDSCgpe F� JOE( qQ� O WALL SURFACE FOR MOUNTING OF 2 ® PEA GRAVEL SUMP (6" X 18") - - - - - 3 - - - 70 DEPTH IC MULCH PER 3 8O PVC LATERAL PIPE C�� \PN NO. 5292 1 SPRINKLER CONTROLLER = _ _ _ =11I-III-III- III-III-III -III III-I -I SPECIFICATIONS AND 0 2" FROM EDGE OF HARDSCAPE J 0 PVC TEE (S X S X T) WITH 3/4" THREADED = 4 PLANTING PLAN Sknature _ _ IIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIII -IIIIIIIII IIIIIII IIIIIII 3/3,/23 rn 1 IIIIIIIIIIII I I-111=_ 4 OUTLET 4 MINIMUM Rene,.al Date _ _ III=1 =1 = III = _ = 5 = III=1 =1 I' 7-27-22 1=1I1=1I = = 5 10 PVC PIPING s, �P 7 -III _ O _ _ _ _ _ _ _ _ 7 �=III=1 I=III= =11I-III-III- I I III-III-III-� 1=III=11I III-I I-III- F of cA��F° Uj 3 4 IIIIIIII - - 6 -1 -1 I- IIII-1 -1 =1 I. III=1 =1 III=1 =1 I- 5 lllllllllllllll ll I- -III=III=11I 111=1 -I11- LLJ IIIIIIII IIIIIIIII 'II III III \ I III III III I I III III I I III III II 6 1-1 1 1 7 II II II=1I II 1I II II II II II-I1 II II II II II II II IF 1 1I 1I II II II II II II II II II 11 1 II II II- rnAs ✓qQ o � III 1'- 8 1 111 I I 1111111 11:: 111 5 5 :IIIIIIIIIII 11111111111111 1 ;IIIIIII IIIIIIII III IIII. 9 6 ELEVATION -III_ IIII SECTION 7 8 a 10 o M 6 S T 8 WALL MOUNT CONTROLLER DRIPLINE FLUSH VALVE DRIPLINE STEEL SOIL STAPLE - ON GRADE C POP UP SPRINKLER SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. NOTE: 10 FINISHED GRADE NOTES: 10 VALVE BOX (CARSON 910-12B) OR EQUAL NOTES: NOTES: 10 PVC MAINLINE SLEEVE BELOW ALL HARDSCAPE ELEMENTS 1. PLACE AGGREGATE PRIOR TO 1. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION. 1. SEE IRRIGATION LEGEND FOR EQUIPMENT PLASTIC VALVE BOX. HEAT WITH THE SLEEVING TWICE THE DIAMETER O PROVIDE A MINIMUM OF 2" CLEAR INSTALLATION OF VALVE BOX O2 FINISHED GRADE/ BEFORE PLANTING 2. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SPECIFICATION. O BRAND STATION NUMBER Uj OF WIRE BUNDLE CONTAINED IN IT. BETWEEN PIPES 2. INSTALL VALVE BOX SO TOP OF BOX IS O GATE VALVE: SEE LEGEND FOR MAKE 2. INSTALL ALL IN ACCORDANCE WITH 3 1 ON LID IN 2" CHARACTERS. SEE IRRIGATION LEGEND FOR MINIMUM O PROVIDE A 3" MINIMUM SAND FLUSH WITH ADJACENT HARDSCAPE AND MODEL - LINE SIZE REMOTE CONTROL VALVE WITH FILTER MANUFACTURER'S RECOMMENDATIONS. Cn COVER. ENVELOPE AROUND ALL MAINLINE O4 SCH 40 PVC MALE ADAPTOR O AND PRESSURE REGULATOR 30 FINISHED GRADE W INSTRUCTIONS: SNAKE SOLVENT WELD PLASTIC 1.CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO O O5 PVC SCH 40 MIN 8" LONG O DRIPLINE 13 2 5 3 O VALVE, SEE LEGEND Uj FACILITATE SERVICING VALVE. PIPING IN TRENCH AS SHOWN O CONTROL WIRES WITH 36" O 2.SET BOXES 1"ABOVE FINISH GRADE OR MULCH COVER IN O6 PVC 45 FITTING SCH 40 (TYP.) 4 O3 AREA PERIMETER 111 5 GROUND COVER/SHRUB AREA AND FLUSH WITH FINISH GRADE O TIE A 24 LOOP IN WIRING AT SERVICE COIL AND > T IN TURF AREA. CHANGES OF DIRECTION 30 DEGREES O7 PVC SCH 40 O DRIPLINE MANIFOLD- TO-ELBOW WATERPROOF WIRE Z 3.SET RCV AND VALVE BOX ASSEMBLY IN GROUND OR GREATER. UNTIE AFTER ALL 5 CONNECTION Q 1 0 6 4 CONNECTIONS, SEE LEGEND. COVER/SHRUB AREA WHERE POSSIBLE. INSTALL IN LAWN 8 BRICK SUPPORT 2 TOTAL 5 PVC SUPPLY MANIFOLD III III III V ONLY IF GROUND COVER DOES NOT EXIST ADJACENT TO CONNECTIONS HAVE BEEN MADE 2 2 0 8 -III = - 1 6 PRESSURE REGULATOR, .. 6 PVC FLUSH MANIFOLD O SEE LEGEND W W O LAWN. © INSTALL WIRING BENEATH AND O9 PVC MAINLINE PIPE 7 O IIIIIIIII � IIIIIII Z 4.SET BOXES PARALLEL TO EACH OTHER AND BESIDE MAINLINE. TAPE AND BUNDLE '77,PERPENDICULAR TO EDGE OF LAWN,WALK,FENCE,CURB, 10 PEA GRAVEL SUMP, MIN. 6" DEEP O7 DRIPLINE AIR/VACUUM RELIEF VALVE O7 SCHEDULE 80 UNION ETC. AT 10 FOOT INTERVALS PLUMBED TO DRIPLINE BLANK TUBING _ 5.AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES z 7 9 10 O8 PVC LATERAL Uj Q TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX 4 8 AT EACH HIGH POINT (TYP) 11111� III W SIDES. 3 AV 11 O9 FILTER SEE LEGEND a 6.INSTALL EXTENSION BY VALVE BOX MANUFACTURER AS z 5 ® AIR/VACUUM RELIEF LATERAL DRIPLINE REQUIRED TO COMPLETELY ENCLOSE ASSEMBLY FOR EASY 9 BLANK TUBING CENTERED ON MOUND III III 111 111'111111111I1111I1111111 111 111 11111111 III III O ACCESS. co =1 I= _ _ - - - _ _ _ _ _ = 12 10 1 CU. FT. PEA GRAVEL SUMP V 7.NEVER INSTALL VALVE BOX IN HARDSCAPE I 6 OR BERM (TYP) III III III IIIIIII III III IIIIIII IIIIIII III II II III III Ili III 111 1,11 II II J Q 8.INSTALL BOXES IN MULCH AREAS WITH BROWN COLORED -I IIIIII"-" 11 BRICK SUPPORTS 7 � �9 PERIMETER LATERALS 2 TO 4 FROM LID.EXCEPT FOR RECYCLED WATER VALVES IN WHICH THE EDGE LID SHOULD BE PURPLE. d 8 12 NATIVE GRADE LO 0 6 10 DRIPLINE OPERATION INDICATOR 13 BARK MULCH / PLANTING � 9 11 DRIPLINE AUTOMATIC FLUSH VALVE SECTION/ELEVATION 0 (1" BELOW VALVE LID) O PLUMBED TO FLUSH MANIFOLD AT LOW 1 MAINLINE, LATERAL \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ V 10 POINT M &WIRING I N THE LATERAL PIPE WIRING IN CONDUIT jA/A/AjA/AjAjAjAj�Aj�Aj�Aj�A/�AjAAj�Aj�Aj�Aj�Aj 10 PLAN ry SAME TRENCH MAINLINE PIPE (SLEEVE AT ALL HARDSCAPE �/V�/V�/V�/V�/V�/V�/V�/V�/V� 11 CROSSINGS) DRIPLINE REMOTE CONTROL VALVE, �1111II111 111II1111II1 111 IIIIIII III GATE VALVE DRIPLINE END-FEED LAYOUT PRESSURE REGULATOR AND FILTER III-III III-III-1 IIII -IIII IIy SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 2 � - 1111111111111 IIIIIIII 111111111 IIIII IIIIIIIIIII 11111111111111 IIIIIIIII 0 IIII II IIIIIII IIIIII III IIIIII IIIIIIIIIII 111 III III IIIIIIIII IIII NOTES: 1 POSITION BUBBLER NOTE: NOTES: CONTROL VALVE. 0' a O O SUPER FUNNY PIPE 850 O DRIPLINE AUTOMATIC FLUSH 1 2O III-IIII o IIIIIIIII-11I IIIIIII=11I-III=11I-11I-IIII III\ 1. BUBBLER DISTANCE TO ROOT OVER ROOT BALL 1. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION VALVE PLUMBED TO FLUSH 1. SET VALVE 12" SEE LEGEND FOR IIIIIIIIIII II II II II - - 11 II II II II II II II II II II II II - - - II BALL WILL VARY DEPENDING ON 6 SOIL RING (SEE 2. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S MIN. ABOVE MODEL, SEE PLANS PRESSURE MANIFOLD AT LOW POINT II1111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII THE CONTAINER SIZE OF THE O PLANTING DETAILS) RECOMMENDATIONS HIGHEST FOR SIZE COMPENSATING DRIP 2O PVC FLUSH MANIFOLD PLANT. ALLOW 6" BETWEEN 7O FINISHED GRADE 3. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SPRINKLER O CONTROL WIRES TRUNK AND BUBBLER. BUBBLER (SEE LEGEND SHALL NOT EXCEED THE MAXIMUM RUN LENGTH SERVED OR PER 2 3 SECTION 2. PLACE ALL BUBBLERS ON FOR MODEL) 8 1/2 PVC SCH 40 (MIPT X O DRIPLINE MANIFOLD-TO-ELBOW WITH 12" MINIMUM SUPER FUNNY PIPE O SLIP) MALE ADAPTER UV FV 1 CONNECTION CODE. SERVICE COIL AND UPHILL SIDE OF SLOPE IF O3 O 2. SEE PLANS, WATERPROOF WIRE APPLICABLE. CONCEAL ALL 850-35 ADAPTER RADIATION RESISTANT 4O DRIPLINE MANIFOLD-TO-TEE LEGEND AND EQUIPMENT UNDER MULCH. O PVC SCH 40 TEE OR ELL 2 CONNECTION SPECIFICATIONS SPLICE NO DATE DESCRIPTION TUBING STAKES PVC g I I 3 CONNECTORS 3. SEE IRRIGATION LEGEND FOR COATED 12 GAUGE WIRE 1/2" (SLIP XSLIP X FIPT) 3 O5 DRIPLINE OPERATION INDICATOR FOR ADDITIONAL PROJECT NO: 5985.23 SPECIFICATION. INSTALLATION O PVC MALE ADAPTER U STAKES QUANTITY AS 10 PVC LATERAL PIPE 1 1 3 (TYPICAL) CAD DWG FILE: 598523LCD.DWG 4 4. INSTALL ALL IN ACCORDANCE NEEDED TO SECURE 7 O6 REMOTE CONTROL VALVE WITH NOTES. 4 DESIGNED BY: KM MULCH PER 1 O FINISHED GRADE WITH MANUFACTURERS TUBING (2 MIN.) SALCO 11 1 1 g FILTER AND PRESSURE REGULATOR 00, RECOMMENDATIONS. SPECIFICATIONS 1 DRAWN BY: KM OR EQUAL O7 PVC SUPPLY MANIFOLD O5 PVC ELBOW (TYPICAL) cl 12 PLANT CROWN PVC LATERAL LINE J - CHECKED BY: BG 1 2 - 00 4 1 ® ZONE PERIMETER III III III III III III III III III O DATE: JULY 26,2022 13 ROOT BALL =1 =1 -III =1 =1 =1 =1 =1 SCHEDULE 80 SEE SCALE: AS NOTED0 11 3 4 O I I I I I 5 SPECIFICATIONS FOR I © HMH 0 12 1 9 10 AIRNACUUM RELIEF LATERAL 5 DEPTH O PVC TEE OR ELBOW 10 DRIPLINE BLANK TUBING 6 (TYPICAL) \ \ \ \ \ CENTERED ON MOUND OR BERM PVC MAIN LINE DRIPLINE AIR/VACUUM RELIEF 8 SCHEDULE 80 SEE IRRIGATION ° PLAN VIEW 5 \\\\\\\\\\\\ \\\\\\\\\ � �v ��i��iv�v 8 1 1 12 VALVE PLUMBED TO DRIPLINE BLANK 13 �i%�%�%�%/i %vv�i''i v DETAILS SPECIFICATIONS FOR w vwv�vwv g TUBING AT EACH HIGH POINT DEPTH Ln v�vivvivvivvi v v vvvv I` 7 co v�vvv�vvv�vvv�vvv� vvv�v �ivv �_____ PERIMETER LATERALS 2" TO 4" Q \ \ \ PLAN FV FROM EDGE SECTION/ELEVATION O N L N INSTALLATION DIAGRAMS ON GRADE TREE BUBBLER DRIPLINE CENTER - FEED LAYOUT ANTI-SIPHON PLASTIC CONTROL VALVE Uj SCALE: N.T.S. GSCALE: N.T.S. DSCALE: N.T.S. ASCALE: N.T.S. L5.3 0 O H a ° J cii a Community Development Department Plan jng Division — Cupertino CUPERTINO APPROVED Case# R-2022-001 pplication Numbers) 32K Landscape Ordinance Appendix C 4P�H Land Use Entitlements Approva I Body: irector/Staff Land Planning Approval I Date 09/01/22 Landscape Architecture Signature Bri ne Harkousha Civil En ineern g VV LO COMPLIANCE CERTIFICATE y g Case Manager Core+anlwd7yDialela/+rare+ctDepartlwacuJ Land Surveying IONIQTarre,Avgnve 40s.f77.3,3(71&/F,zs 4013.7774=13 Stormwater Compliance Cupertino, CA 95014 p6-i—ing49cup-Uu-,ors C U P ERTI N O 1t(l P:f f rvp�Ktino.ca$f�lA»�tut 1570 Oakland Road (408)487-2200 San Jose, CA 95131 HMHca.com pgrSJLC'7'hll13A�5#fi.r'.\ 18745 Loree Ave APN: 375-19-017 O VPADSCAPF CERTIFICATE OF COMPLETION ��,�\PN Jo1:i, (Z/C' � PROPERW CKWIM irAWP E rAiC G No. 529 !^ SF21G,LLC (Attn:Steve Duncan,Senior Planning Manager @ Thomas James Homes) sduncan@tjhusa.com J PROVE 1YOVOMADDRM PHOCIT Sigaahre 26940 Aliso Viejo Parkway,Aliso Viejo,CA 92656 650.481.9425 37317z3 • Re d Date • I cer Otat 1 reretvred collies of all the doa�mtents u Muu-ed in the Landscape Outin aawe(04C Ctrarp(er 14.1s).I un&rsimd it is ,izz ezz iiEU� Dote my respm ltAlity to iawd a mamtera agreement stating that the'sutlpPCt Inds"1-3protected and to see that the pro*t is S� �Q umudafiued maccordamce with the Urigation:ScWuLe,vad the Lutdscape ad Imptian Nlamtemanse Sdwdule prow kited qTF 07/18/2022 OF' CAC�F WWA'R7n Of PAOPEM 0R:4TR DATE CERTIFICATE OF INSTALLATION 00 p S J4 HMH Engineers A. tp AOGEtEMS 1570 Oakland Road,San Jose,CA 95131 NALO Brian Glick °ps m .o uTPL6 tdC./cERT_P ` Landscape Architecture Manager RLA 5292 t' Bglick@hmhca.com 408 775 5010 PAOE@�6rorJAtSPAL I ceMfy that based upon periodic site obaervat ona,the laLtd!aeape platting mW irrigatlou inOallatlan Iw been completed in wcorda nce with the LmKiscape Ordinnnce(04C Chapter 14.15).I understind that it is my responsibility to provide the hTigation Schedule aru[t Flue 1.ajKL-qw mid lrrigation'Aitinte Lancc 5rluoltde to]lee suliml applicmd/property owtcer. SBCNATURF.Off UCESS ICERTY ED LANDSCAPE E PROnMOMA1 DAW STAFFIVOTES: I. sd=dvk. ftnsirnt 4,ln'7ctly?I ❑ YES ❑ Not Required ❑ YES ❑ Not Required 1117fe) 7. b'�fsFF,,�+cueratlatrrdzcmyeF'rbvi��!I�i 7. F�rruisualTemr+(lrrigietiovrh9rtrretcarmrce5clydule ❑ YFS 0 Not Required ❑ YES D Not Required 3. imudentW PPaau Snot hUtuWmetit Rgwt LU ❑ YES ❑ Not Required ❑ YES Q N&Regtu-4 cd 4_ !»fig hori Pfma 4_ lrfF8WeoriAuntit A"t ❑ YES ❑ Not RegttixtM ❑ YES ❑ Not Reyidmt 5, GnrdblsY PPrrera Z LU ❑ YES ❑ Not Required P rge I of I Uj 2 O T APPENDIX C: WELCO COMPLIANCE CERTIFICATE +2016 S-55 Q UQ W W O Z W F- ixQ n LU O LO O 00 NO DATE DESCRIPTION PROJECT NO: 5985.23 CAD DWG FILE: 598523LCD.DWG DESIGNED BY: KM c� 0 DRAWN BY: KM 0 CHECKED BY: BG M N LO DATE: JULY 22,2022 00 z SCALE: AS NOTED O_ U © HMH O o_ 'Lu Lu Lu J WELO COMPLIANCE LO CERTIFICATE M N Co Co LO LO co J O N O N 0000 O O) N L; N L5.4 a O J d Salon LED I 55902MSCBK Job Name: Job Type:-Quantity: Comments: Community Develo Planning CUPLIRTINQ Case # R- Appli S Approval Body: Dire Approva I Date 09/ Signature Brianne Jd rkousha e Manager PRODUCT DESCRIPTION FINISHES OPTION A classic style cast aluminum open frame finished in Black houses a variety of diffusers to create different design element to fit a wide range of home designs.You have your choice of Satin White or Water Glass cylinders and ■Black Clear Ribbed or stainless steel Mesh Screen square diffusers.The top housing conceals a high power LED light module with excellent color rendering as well as efficient lumens per watt.All of this at an unbelievable price. MATERIAL MEASUREMENTS Aluminum,Glass DIMENSION 6"W x 10"H x 6.5"Ext 10, BACK PLATE 5.75"W x 8.75"H x 5.5"HCO RATINGS 3.75n HANGING WEIGHT 3.5 lb cETLus LAMPING Wet Location INPUT VOLTAGE 120V For Outdoor DARKSKY LUMENS 560 Rated BULB 1 x 8W LED AC Integrated 8W Total n BULB INCLUDED (Integrated) S.7g DIMMABLE Electronic Low Voltage (ELV) CRI :90+CRI ADDITIONAL COLOR—TEMP 3000K OPERATING TEMPERATURE: -20°C (4-F),40°C (1 04-F) PHOTOMETIC:Report Found Online Alwa s consult I'f' d electrician before installing any lighting product. 11,w a s c jon,ul T a Nua ec WESTERN DISTRIBUTION CENTER(HEADQUARTER) 253 NORTH VINELAND AVE I CITY OF INDUSTRY, CA 91746 EASTERN DISTRIBUTION CENTER 4200 SHIRLEY DR.I ATLANTA,GA,30336 L I G H T I N G P. 626.956.4200 1 F.626.956.4225 1 maximlighting.com itY I VA T ER E FFICIENT LANDSCAPE CHECKLIST Community Development Department n i ngl(P jMi4WA AgWp#rt i n o 408.777.3308/Fax 408.777.3333 tuPEa wo otCAPPAYOVE6 95014 planning@cupertino.org CasefE U P E RT I N O R-2022-001 http://cupertino.org/planning PART 1: CEftfffVff0Xf1ff64SED PROFESSIONAL INFORMATION App NY-8 'a4��StAff HMH 1570 akland R ad an Jose,CA 95131 App � LIC./CERT.# Sign 3t&en Glick ti Ir&T%I R,&�Heer(project landscape architect) CRLA 5292 E-MAIL Case Manager PHONE Brian Glick(signer),ATTN:Justin Hauserjhauser@hmhca.com 669-295-2331 PROFESSIONAL SEAL PART 2: PROPERTY &PROPERTY OWNER INFORMATION PROPERTY OWNER NAME E-MAIL SF21 G,LLC ATTN:Steve Duncan/Thomas James Homes sduncan@tjhusa.com PROPERTY OWNER ADDRESS PHONE 650.481.9425 255 Shoreline Drive,Suite 428,Redwood City,CA 94065 PROTECT ADDRESS A.P.N. 18745 Loree,Cupertino CA 9504 375-19-017 PROJECT TYPE(CHECK APPLICABLE) WATER SOURCE XX1 New ® Potable TOTAL LANDSCAPE AREA TURF PLANT AREA ❑ Rehabilitated ❑ Recycled 3266 470 El Non-Residential El On-sitecaptured rainwater SQ.FT. SQ.FT. ❑ Grawater WATER PURVEYOR NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA 1136 0 SQ.FT. SQ.FT. PART 3: COMPLIANCE CHECKLIST Landscape Parameter Requirements Compliance TURF AREA Turf shall not exceed 25%of the landscape area or 1,250 sq.ft.,whichever is lesser in area. ❑ no turf (No turf in non-residential area) x❑ YES Turf shall not be planted on slopes more than 25%. ❑x YES All portions of turf areas shall be wider than ten(10)feet(unless irrigated with ® YES subsurface irrigation or low volume irrigation system). PLANTING AREA At least 80% (100%for non-residential area)of non-turf area shall consist of ® YES native or low water use plants. No invasive and/or noxious plant species shall be planted. ® YES Plants with similar water needs shall be grouped within hydrozones.Each ® YES hydrozone shall be controlled by a separate valve. SOIL MANAGEMENT At least4 cu.yds.of compost,six(6)inches deep,shall be applied per 1,000 sq.ft of landscape area ® YES A minimum three(3)inch layer of mulch shall be applied on all exposed soil surfaces of planting areas,except in areas of direct seeding application(e.g. ® YES hydro-seeding). Grading shall be designed to minimize soil erosion,run-off,and water waste. ® YES IRRIGATION SYSTEM Automatic irrigation controllers are required and must use evapotranspiration or ® YES ❑ no irrigation soil moisture sensor data and utilize a rain sensor. system Irrigation controllers shall be a type which does not lose programming data in ® YES the event the primary power source is interrupted. Page 1 of 2 itY I VA T ER E FFICIENT LANDSCAPE CHECKLIST Community Development Department ningl(PiMi4WAAgWp#rtino 408.777.3308/Fax 408.777.3333 CVPEFt INo aCWAYOVC6 95014 planning@cupertino.org Case U P E RT I N O R-2022-001 http://cupertino.org/planning Application N mber(s) Landscape Parameter Requirements Compliance App OY1AA1��'�1� � � ressure regulators shall be installed on the irrigation system to ensure the App ova I Date 09/01/22 dynamic pressure of the system is within the manufacturer's recommended x❑ YES Sign ture Brianne Harko ressure range. Case M nalfnual shut-off valves(such as a gate valve,ball valve,or butterfly valve)shall ® YES be installed as close to possible to the point of connection of the water supply. All irrigation emission devices must meet the requirements set in the ANSI standard,ASABE/ICC 802-2014"Landscape Irrigation Sprinkler and Emitter Standard."All sprinkler heads installed in the landscape must document a ® YES distribution uniformity low quarter of 0.65 or higher using the protocol defined in ASABE/ICC 802-2014. Dedicated irrigation meters are required for non-residential projects with more ❑ YES than 1,000 sq.ft.of landscape area. WATER FEATURES Pool and spa covers shall be installed. ❑ YES ❑ pool Recirculating water systems shall be used for all water features. El YES ❑ other: ® no water features Water features are limited to 10%of the landscaped area. ❑ YES I am aware of available informational resources regarding native and low water use plants,irrigation efficiency,and other aspects of water-efficient landscaping. I certify that the information provided on this checklist is correct,and the installed landscape complies with the requirements of Chapter 14.15 and/or the requirements of the Prescriptive Compliance Option.I also understand that any changes to the project will necessitate a new checklist. 06/12/22 SIGNATURE OF PROPERTY OWNER OR AUTHORIZED REPRESENTATIVE DATE _ 6-3-22 AGNAM—REOLCNSED/CERTIFIED LANDSCAPE PROFESSIONAL DATE Applicant Comments Use additional paper if necessary Staff Evaluation Staff Comments Approved L) Not Approved Permit# SIGNATURE DATE Page 2 of 2 C'331nmunity Development Depa rtmenkandscape Ordinance Appendix B Planning Division - Cupertino CUPERTIN4 A.PPRVF D Case # OW02VMTER BUDGET WORK HEFT A tiolvJyyben(lsx, Nre�el Daparr)racnr IDW Tnrm Avenue 4Q5-ir7-3, f F,ix 405.777,3393 Approval Bo r!jffllf r CA 9W14 t�: 1 11 ${ `°;, iig Approval Dam RP Arc r a:rich rA i i itvruicmn r rvra Signature kousha AY-N. 187f%Ifq;gg A ertino,CA 95014 RPFFJrwcEFTo IUTALLAND5CAPEAlRPA NON-TURFPLANTAREA WDUAL LANDSCAPE AMA 45-3 3,266 9Q rt.. 1,642 s1�rr. 0 sp.of. YAWI'2:SAMPLE.HYDRUZONE TABLE HLGUL.AH LANDSCAPE AREA HYDMD9ic. 7 PLANT iRRGCATrW JMWQAT.74N FrAF I.tih'F7p3€'AM FCAFX1N4NTi- F.TWrUr FACrM PT hdECHOd MTDMRNrY W [F$TE) AREA{94 PfJ 9CAFPAREA 1 0.7 Spray 0.75 0.93 ill 103.60 2,909.71 2 0.6 Drip 0.81 0.74 171 126.67 3,557.56 3 0.4 Bubblers 0.81 0.49 117 57.78 1,622.75 4 0.3 Drip 0.81 0.37 73 27.04 759.36 5 0.7 Spray 0.75 0.93 259 241.73 6,789.32 6 0.7 Spray 0.75 0.93 100 93.33 2,621.36 7 0.3 Drip 0.81 0.37 1,281 474.44 13,325.25 TOTAIS (A) 2,001.00 ( } 1,020.99 28,675.60 SPECIAL LANDSCAPE AREA None - - - TC rcLs PART 3:WATER BUDGET CALCULATIONS Dmqm" + 3HYDR0ZONH Put in hydrwone 40,khv ,or Flwting 28,675.60 (E74V[a)< 30,910.05 (149.akw':t} 4Y1iQM{ ,$,1.43;A B,CiLOW p4mt1L 1t tOdriveway. fMFt lawn,err.) PART 11ETAFCALCULATIONS + PLANTFA=Tkj:Use WUCC&SIcd.•r•=., KwuFacb3r. Flwl.faeLorsm 0.0.1 far r y Low wafer use plemb,0.1.03fmrbow Average FTAFIrwRogtilarLa*dwagw%■(B)+(A) water.ksepi-ts.QA-C6fcxowdkfate+wlterU. eplants,mA(K7-lA fa r Lvgh watrr usr FL v&. 0.51 (FrAFI-4(M5 fur residential) * fRF ATIOV NMrrHM:Overhead spra}'w dip IRk1C,7s7M FYFTCl M-T i lX for spidy aAM 0M f*e diiP (ETAFM[(4$for n61t-SQSidenridI� FCN:T1w w)dm maucrageRvaPaTr,nsperati n Adlcishaent Facbm for residomUel pmpertie- ex !.0 ive of 5pevl LandscaPe Sire-wide ETAF=(S+D)+(A+C) Areas.is CL55 ama for 3wn--,iAe,tti 1 piopeairt is 0.4$;2TAp fir fww mid"long Sp Kul Lwd-,rap-e Arats shill not seated 1 A). + PTo-evaPatrarufil tiomralbernean thz9LL ityvfwater 0.51 Si6P.wide FTAF ev"raled horn edjdceol.soul mulil*r surlAcea arhd tr� by plaar,4wutg a q*66*4 tirnv + 012 n a canvmwo factor that convects arx 4nffms{acre/Year to rouafw.tis gauoaa{sq.R.{yea. LrWU=ETu x 0.62 x(ETArx Lmd;bcape Area) &iHnialt rl 701,11 41'aler 1)w MAWA=Fro x 0.62 x[(ErAF x Landscape Area)+((1-ETAF}x SLA)J LNUxi.lntlm ApplRd VV01hr Allc-a:iwe FqC1 r APPENDIX B: WATER BUDGET WORKSHEET 2016 S-55 C�- nmunity Development Departmenandscape Ordinance Appendix C Planning Division — Cupertino C U P L RT I N 4 A.P_12-13MLE- Case # aw- 02YAMO COMPLIANCE CERTIFICATE kr n(Nmmi bW!(y aaa�apors�e!Deparncur rl1�}3W TMFIP AV9CLVe 4OF.Ts7--%W/Fax 4G8.777.;i-9��Approval BolkWftff' CA95014 PlanniTtocvr%tim.org III Lp:/�C FLRLLIL Sb/�LA3IIbu5e� Approva I Da YB:0'BG'J'hD17 m":'%PJ Signature B,r r4�Qu h; A ftn,: ` In „17 CERTIFICATE OF COMPLETION SF21G,LLC (Attn:Steve Duncan,Senior Planning Manager @ Thomas James Homes) sduncan@tjhusa.com 26940 Aliso Viejo Parkway,Aliso Viejo,CA 92656 650.481.9425 I cerW Lhat 1 receNed copies of a g the doomDmts requnvd i L the La ndacaps CtdiE aztce(CMC Cher 19,157,I undelsbind it is my respDnWbility to record a nimnb nance agreenwra staling that the subject la ndsape is pmbected aM to see thrLk We prc jiml is ulolk .i¢I accordazxe ti PR11 the lrrigaLl ara SchtxLVle rox1 lJrp UrIdiscape ILiLd 1[iSgaLion Maintsnulce{tiCt14XLl7Le prrnzded. 07/18/2022 MCNATLMOP PROPUM Ova\M M7 0 CERTIFICATE OF INSTALLATION vorarArar HMH Engineers AT]ip M 1570 Oakland Road,San Jose,CA 95131 MANE Brian Glick ps,o rrsLE LdC.lclm-r p Landscape Architecture Manager RLA 5292 ardan. PHONE Bglick@hmhca.com 408 775 5010 Pp ppt{pr trvAL I-:eitlfythattweedulrauVM0dicsiteobmvaLciu.Lbe1&id mpeplatrtargmWirAgationirL &UatLcmhisbeencvmplet-ed in acrordx-Lcew ith the Lmxh mpe Ord i!lance(CNICChapteE 14.151.I LuK er4mdUWitis.my respcauibility topmvlde the Lrri&e LiOCL Schndu]L-And UiL-L.0 KLwelm mid Ini6ahcmi NiAbib Lm1CL.•SdLddi&La!Ile Svu4ml epF"ffl/Pruru-ILYowILeL'- SBCNATL'RF.OFu :BFDJCEF erecr rs� DALE STAFFNDTES: !- PnFcipNvvCArr04mrccApptkelio@r fi. frrigprteora&-Jpm#wk.. (plyllHf r N.fnspram ❑ YES ❑ Not Required ❑ YES ❑ Not Required dofej! 2 6'umfar �I'i+nrdsrnR.Y'l•V�w�Ls'u�7 7, lAru�sr.�c mrdlrr+,gr�uoel M�rrret€�rrnrrc 5cJ'u!e 0 YES U Not Required 0 YES 0 Not Required 1 Lrnriulp Maras 8- Sad Blur emnatli{t o�t ❑ YES ❑ NokRegtilwt ❑ YES ❑ NotRegiurnt 4- Ittob i Prow 9- ir:H a Bm AL4U Rtyw t ❑ YES ❑ Not Regm1 E CJ YES ❑ Not Rvgwitmi GW1dF7tg Pffr)ra 0 YE5 L Not Required Page of I APPENDIX C: WELCO COMPLIANCE CERTIFICATE 2016 S-55