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R-2020-034 Approved Plan Set ommunity Development Department REVISIONS BY Plannin Division - Cupertino SCOPE OF WORK CUPERTINO 78X4kol`v61b1 CODES: Case# ;2BjQg'9TPqAlIA DEMO EXISTING ONE-STORY HOME AND BUILD A NEW TWO-STORY HOME WITH Application Numbers) DE Talapaneni Residence 909 Providence Court Cupertino CA 95014 5 BEDROOMS &4%2 BATHS 2019 CALIFORNIA RESIDENTIAL CODE Approv a I Body: IA ENERGY CODE Approv I Date 7Pf?q`Y?j1lF0 PK11A GREEK' RI 111 DING CODE Signature Lawn NiftNlb'PRNIA FI F(`.TRIC'AI 'ODE PROJECT INFORMATION 2019"eAtTPUffNIA MECHANICAL CODE EXISTING TREE NOTE: ASSESSOR'S PARCEL NO.: 356 11 052 Survey plan sheet S1 show three tree LAND USE: LOW DENSITY (1-5 DU/ACRE) GENERAL NOTES existing oak trees to be removed at the ZONING: R1-6 rear northwest corner of the property. For TWO-STORY WOOD-FRAMED HOUSE WITH STUCCO FINISH 1. ANY DESCREPANCY DISCOVERED BETWEEN THESE PLANS AND ACTUAL the three existing oak trees to be REAR PRIVACY PLANTING, AND CONCRETE TILE ROOF FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE SEE LANDSCAPE PLAN SHEET L-3 OCCUPANCY GROUP: R3 & U DESIGNER PRIOR TO THE START OF ANY RELATED WORK. THE removed, the following are the diameters CONTRACTOR SHALL VERIFY ALL EXISTING CONDTIONS AND DIMENSIONS Of the trunks at breast height (DBH): 10 TYPE OF CONTRUCTION: VB ON SITE PRIOR TO CONSTRUCTION. ' 11 BUILDING CODES: 2019 CBC &2019 CRC inches, 20 inches, and 60 inches \ 68.35 BUILDING HEIGHT: 27'-3"ABOVE GRADE 2. THE CONTRACTOR ASSUMES REPONSIBILITY FOR THE JOB SITE multi-trunk cluster. FIRE SPRINKLER: YES CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY \ / OF ALL PERSONS AND PROPERTY. THE CONTRACTOR SHALL DEFEND, For the 10 inch oak tree, this tree qualify INDEMNIFY AND HOLD THE OWNER AND THE DESIGNER HARMLESS FROM q ! 5' PUBLIC SERVICE EASEMENT ANY LIABILITY IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS as a non-mature specimen. Therefore, \ / FLOOR AREA BREAKDOWN i PROJECT, EXCEPT FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE this tree is exempt from tree removal \ / 06 .N N OWNER OR DESIGNER. / LOT SIZE: 6954 SQ. FT. N LU W permit requirements per Cupertino 5' WIRE CLEARANCE EASEMENT LO 3. THE CONTRACTOR SHALL REVIEW ALL DETAILS & PLANS AND VERIFY ALL Municipal Code Chapter 14.18.150(A)(1 ). \ - / cn � a DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS \ 00 / EXISTING ONE-STORY HOME w U BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS SHALL BE \ oo / C W J w REPORTED TO THE DESIGNER FOR CLARIFICATION PRIOR TO THE START OF For the other two oak trees, owner shall \ 00 / Y cn ANY RELATED WORK. \ ! / 1ST FLOOR LIVING SPACE 1602 SF. �,� 0 obtain a Tree Removal Permit through the \ I 2ND FLOOR WINDOWS I / z P .30'_ ---------------------� ,;t_3oo / GARAGE 468SF. U) 4. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE PlanningDIVISIOn prior to demolition , .I SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN permit issuance. Tree removal and tree REVIEWED AND ACTED UPON BY THE DESIGNER. \--- - / 1 replacement requirements are per CMC --8 -5 -- ------- -- ------- --42 - 10 --------------- ------17 - 12 ------ 5. DO NOT SCALE DRAWINGS. DIMENSIONS NOT GIVEN ARE TO BE Chapter 14.18. i CALCULATED IN THE FIELD FROM AVAILABLE DATA ELSEWHERE IN THESE NEW TWO-STORY HOME SET OF PLANS OR MANUFACTURER'S SPECIFICATIONS. Ell 6. THESE DRAWINGS ARE THE SOLE PROPERTY OF THE DESIGNER. ANY i 1ST FLOOR LIVING SPACE 1486.33 SF. ��� W. (f�ql� REPRODUCTION, COPYING, ALTERATION OR USE OF THESE DRAWINGS j -LINE -OF-------- 5 �;`` ti ti L - WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGNER IS 2ND FLOOR PLAN 2ND FLOOR LIVING SPACE 1208.33SF. W No. C57404 PROHIBITED. -�---- 17'- 12"------ "" Ezp. 123119 I I I " GARAGE 434.03 SF. J� �Q DEMOLITION, BRACING AND SHORING NOTES j ! qfF of is A��F°�� TOTAL LIVING SPACE: 1486.33 + 1208.33 = 2694.66 SF. 1. DEMOLITION WORK CONSISTS OF FURNISHING ALL MATERIAL, , � , 793 Kyle Street I 0 San Jose, CA. 95127 SUPPLIES, EQUIPMENT, TOOLS, TRANSPORTATION, AND PERFORMING ALL w TOTAL HOUSE AREA: 2694.66 +434.03 - 3128.69 SF. LABOR AND SERVICES NECESSARY FOR, REQUIRED IN CONNECTION WITH o j ' ' = o > - Tel.: 408-209-8775 OR PROPERLY INCIDENTAL TO PERFORMING THE DEMOLITION DRILLING, o 1 _ - _ C-) Email: ketleI @yahoo.com SAWCUTING, BRACING AND SHORING, FOR STRUCTURAL MEMVERS TO Mo o ' j 0 0000 FLOOR RATIO AREA: 3128.69/6954 = 0.4499 OR 44.99 % PREVENT THE STRUCTURE FROM BECOMING UNSAFE DURING DEMOLITION I o w 1 O AS SHOWN ON THE ACCOMPANY DRAWINGS. ° w ! RATIO F 2ND FLOOR T 1 T FLOOR AREA : 12 14 +4 4. = R °0 0 00 0 S 00 08 33/( 86 33 3 03) 0 63 0 63 /° 2. THE CONTRACTOR SHALL TAKE THE FOLLOWING PROTECTIVE �i _ ' - -- - -- A ❑ N J w MEASURES FOR DEMOLITION OF THE STRUCTURE: j = LOT COVERAGE: 2596/6954 = 0.3733 OR 37.33 A. PROVIDE, ERECT AND MAINTAIN LIGHTS, BARRIERS, WEATHER PROTECTION AND OTHER ITEMS AS REQUIRED FOR PROTECTIONb_ ------- OF WORKMEN ENGAGE IN DEMOLITION OPERATION AND ADJACENT 15 RESIDENCE OCCUPANTS. +I B. DO NOT CLOSE OR OBSTRUCT STREETS OR SIDEWALKS WITHOUT "I ------------- -- PROPER PERMITS - r C. PROTECT PRIVATE PROPETY ADJACENT TO OR ON JOBSITE, "'J" j PROJECT CONTACTS INCLUDING VENTS, UTILITY LINES, SIDEWALKS, MAIL BOXES. D. PROTECT AND MAINTAIN TEMPORARY PROTECTION OF EXISTING LINE OF 2ND FLOOR PLAN _� 12' OWNER STRUCTURE DESINATED TO REMAIN WHERE DEMOLITION AND REMOVAL WORK IS BEING DONE. � I � � I I VENKAT TALAPANENI - - ❑ (408) 718-8311 7-7'3. CONDUCT DEMOLITION TO MINIMIZE INTERFERENCE WITH ADJACENT STRUCTURE AND THE SURROUNDING AREAS TO REMAIN. i /U?I \ /� DESIGNER& STRUCTURAL ENGINEER KET LE 4. SPECIAL CARE SHALL BE EXCERSICED TO PREVENT DAMAGE TO El FE11 ; 793 KYLE STREET, SAN JOSE, CA 95127 EXISTING UNDERGROUND UTILITIES WHICH ARE TO REMAIN DURING CELL : (408) 209 - 8775 EXECUTION OF THIS WORK. ANY DAMAGE SHALL BE REPAIRED TO NEW CONDITION BY THE CONTRACTOR AT NO COST TO THE OWNER. i o EMAIL: KETLEI@YAHOO.COM --,+�----------------------42 - 1 b"----- ......... - -- - -- 5. REMOVE DEMOLISHED MATERIAL FROM SITE. CLEAN UP ALL WORK RELATED TO DEMOTION. LEAVING THE PROPERTY AND ADJACENT AREAS IN ---- A CLEAN CONDITION. ---20 MIN.------- 0-) CO SHEET INDEX 6. THE STABILITY AND INTEGRITY OF THE EXISTING STRUCTURE DURING CONSTRUCTION SHALL BE MAINTAINED AT LEVELS GENERALLY ACCEPTABLE N �/ j ~ � WITHIN THE CONSTRUCTION INDUSTRY BY THE USE OF BRACING, SHORING NEW DRIVEWAY, Al- SITE PLAN & PROJECT INFO AND UNDERPINNING UNTIL THE PROPOSE STRUCTURE MODIFICATIONS ARE SEE SHEET L- 1 / i A2 - EXISTING SITE PLAN & LOT COVERAGE . . O COMPLETED. IN NO CASE SHALL THE EXISTING STRUCTURE BE ALLOWED / A3.1- EXISTING NEIGHBORHOOD SITE PLAN �+ TO BECOME UNSAFE DURING CONSTRUCTION. O A3.2 - NEW NEIGHBORHOOD SITE PLAN U 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY / ! 111104 A3.3 - STREETSCAPE FRONT ELEVATIONS LOADING CONDITIONS DURING CONSTRUCTION AND SHALL DESIGN AND _ ______________ W N PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED DURING 48.35' A4 - NEW 1ST FLOOR PLAN ' �' :b CONSTRUCTION. (E) SIDEWALK A5 - NEW 2ND FLOOR PLAN E-+ , FI a+ �' A6- NEW ELEVATIONS VICINITY MAP NON-BUILDABLE AREA .-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.- A;F s o c McClellan Rd 7-Eleven Takeout•Delivery I aff Parking Lot Q , A6.1 - NEW ELEVATIONS Abraham Lincoln CD PROVIDENCE COURT .----------------------40 ----------------------,r/ McClellan T A7 - ROOF PLAN 0 Elementary School � v Apartments Park.VillaCir m P igh School a c a A8 - SECTIONS DRAWN 0 L1 - DRAINAGE PLAN CHECKED park villa Cir Lincoln Elementary W School Playground 0- L2 - IRRIGATION PLAN Acquatic Center a__.;% DATE L3 - PLANTING PLAN Outdoor presidioDr ,___ _-... ___ ___'` N SCALE Basketball .909 Providence Court G S1 - SURVEY PLAN Ita Vista a �' - SITE PLAN seball Elm ct d JOB NO. m SHEET 07� Shannon Ct 1 /8 = 11-011 Hyannisport Dr a OKennedy Middle Q School Monkey Bars Hyannisport D' f Kennedy Hyannisport Holly Oak Or Al r Temporarily closed John F.Kennedy A Middle School C a OF SHEETS ommunity Development Department REVISIONS BY Planning Division — Cupertino 'CUPERTINO APPROVED Case # R-2020-034 Application Number(s) Approv I Body: Director/Staff Approv I Date 01/20/21 Signature Lauren Ninkovich Case Manager LOT SIZE: 6954 SF. , 68.35' - o 06 N 1 r` wLU I— Q OUTLINE OF ROOF - w U TO BE USED FOR T LOT COVERAGE ANALYSIS N I W Y U) E < F i� 1 ` - 4 QROFESS/p 2596. 36 SF . ' W No. C57404 NEW HOME � :- ,� Exp. 123119 mn o OF C Ali o o - - O „ - - prj 793 Kyle Street - - M — 00 San Jose, CA. 95127 „r' Tel.: 408-209-8775 �- --• O Email: ketlel@yahoo.com _ . AkAftk Alp r r «ef a n A Pl4FN i-w'- r s 48.35' El 0 -- a CL) � DRAWN CHECKED LOT COVERAGE PLAN EXISTING SITE PLAN DATE SCALE 1 /811 = 11-011 1 /8 it = 1 '-0" JOB N0. NSHEET A2 OF SHEETS ommunity Development Department REVISIONS BY Planning Division — Cupertino 'CUPERTINO APPROVED Case # R-2020-034 Application Numbers) Approv I Body: Director/StafF Approva I Date 01/20/21 Signature Lauren Ninkovich Case Manager 60.50' 68.35' z r _ -� QUO _ � G -� T � o "6 I` W W LO — CIO .0) C/) Q LU U w -j w Y O x � z U) -- _ t y No. C57404 I— o , o Ki rri :.. s �rr F—� F Al -• tali +- �. ,r rr �r'. - '._ +��'. t. ,...^, r + 793 Kyle Street WNW-WE*L � .rilkF�- . � �r�wl�+ -- - San Jose, CA. 95127 - _ �r = *• --,"�r�: � Tel.: 408-209-8775 www-;�.. Email: ketleI @yahoo.com L w I - y i 1PW , f 1 4 ®® ", -- ;� , 60 50 48.35' _ . . 0 o � O qL _ - - - - Ak 917 PROVIDENCE COURT 909 PROVIDENCE COURT (-----DRAWN CHECKED DATE SCALE EXISTING NEIGHBORHOOD SITE PLAN JOB NO. 1 /8 11 _ 1 1_011 SHEET N A301 OF SHEETS ommunity Development Department REVISIONS BY Planning Division — Cupertino 'CUPERTINO APPROVED Case # R-2020-034 Application Number(s) Approv I Body: Director/Staff Approv I Date 01/20/21 Signature Lauren Ninkovich Case Manager 60.50' 68.35' i w i I 0 0 00 •� r ,,ma�xx � E ' N W ( W N ' (3) w i rn .� � cf) Q r �� i w U ----------------42'- 10"---------------------/i ------17'- 12"-__._.__ W } Cwn i i I Y O CO �-- I �I 1 ----- Aw D QROFESS/ONgI� I I W No. C57404 Exp. 12 3119 � 00 O j - _ - O sf,7 I� �o ' I j oMo FOF C10 O o to 793 Q O e Street San Jose, CA. 95127 ElC) Tel.: 408-209-8775 ! - Email: ketlel @yahoo.com I _ I I j 1 II + w FEI MAMA- j II i ! LO � -i --_ice- -- - - i i JH i , ff I I 1 » L' LINE OF 2ND FLOOR PLAN �► ----------- i I AL 60,50' 48.35' , , j o 0 917 PROVIDENCE COURT 909 PROVIDENCE COURT DRAWN CHECKED DATE SCALE NEW NEIGHBORHOOD SITE PLAN JOB NO. 1 /8 if 1 '-011 SHEET A302 OF SHEETS wAr • • • i • • • ' �� `` . IU:�L- } #i_ - yf.r " , 5�� r Y `✓ •� • I f'! 4 - I .y" • + l a'�f • • ,.v. _y. 'per ' • . � , � f1,r �•i ..I. �� � ice, �, ✓� �: .' # " ��' � � - - �.*,�,.��� Joe AP to dirldlL 49 dry x �• i* 4 r + i v 1- �� .. it�, •�3 #I 'i� '° . • .��_ � " P � i+ -, 7 f� -� � - - i • 4 R � a r. -$. Y - 't as ir+ SR bi Raw _ __ w awn 10 imw irk � e�`�`� f,: i *w�. '.c f �•'� .-�i+��; �` - •�' �,3� +� � x . ' ,t�'y r ti y iN-:111giz:..+ r >, . f, ?_ t• Pik ., 4 t # ^• a' {40 Jr. dr 10 i ^dIL Elm o 40-WW, �- i* • ommunity Development Department REVISIONS BY Planning Division - Cupertino ® FLOOR PLAN KEYNOTES CUPERTINO APPROVED 1. Bedroom window shall be an egress window to have a minimum Case# R-2020-034 net clear opening of 5.7 square feet; and 5.0 sf for grade floor openings minimum net clear opening height of 24 inches; and ApplicationNumber(s) minimum net clear opening width of 20 inches, sill height not more D C Approval Body: Director/Staff than 44 inches above the floor. See detail 18/A9 01/20/21 A8 A8 2. All window shall be sliding windows unless noted otherwise on Approval I Date plan. Style of window shall be selected by owner. Signature Lauren Ninkovich 3. Tempered safety glass required at these glazing locations per Case Manager CBC 2406.3: ingress and egress doors, panels in sliding or swinging 47'-10" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ doors, doors and enclosure for hot tub, bathtub, showers, glazing in r - walls within 5'-0" of standing surface, glazing that is within 2'-0" of vertical edge of door and within 5-0" of standing surface. 30�-8"- - - - - - - - - - - - - - - - - � - 12'-2" 5'-0" - - - - - - - - - - - - - - - - - - *- - - - - - - - - - - - - - - - 4. Stair treads to be 10 inches minimum. Treads less than 11 inches require nosing. Nosing to be minimum 0.75 inches and 12'-10" -*- - - - - - - - 17'_10" - - - - - - - - - maximum 1.25 inches. Stair risers to be 7.75 inches maximum. All stairs to be uniform in dimensions within 3/8 inch. 1 Per section. 90x60 1 120x80 I 50x50 5. 18 inch x 24 inch under-floor crawl space access opening, per CRC section 408.4 if under floor plumbing cleanout is installed, NJ 1 I It must be located within 20'-0" of the access opening \ 1 4-PANEL SLIDING DOOR 1 o Y 1 6. A readily accessible attic access, minimum 22 inch by 30 I I I j o inch, located where at least 30 inches of clear headroom I I I CV occurs and at attic space exceeding 30 sq. ft. per CRC R807.1. 1 11'-8„ o 1 - - - - - - - - - - - -t - 7. Width of landing at exterior door shall not be less than door I I I j 1 opening width per R311.3 �INING I 1 iD 8. Minimum 36 inch deep landing required at all exterior doors o . (landing shall not be more than 7.75 inches lower than threshold W N FAMILY ROOM �° j I I for in-swinging doors. R311.3.1. See detail 2/A9 W LO B BEDROOM1 N j 1 B 9. For the exterior entry door, maximum threshold shall be .� .� U Q 1.5 inches from the finished floor to the landing, per section U W A8 I 11'-10" I I 01 I j A8 R311.3.1. 0 W J W } U) I j j 10. All skylights shall be Velux skylights (ICC Evaluation Report # � O O I NER-216) or equal. Provide ICC report to inspector prior to 42'-10" 5'-0" 0 - - �- 3'_4 - 8 _4- - - N i installation. ti 11. Heat-n-glo directed vent gas fireplace heater to be selected cv I I I I 1N - - by owner. Gas fireplace shall UL listed or ICC approved. Provide II manuf. specs to city inspector. I '-0" 3'-10" 4'-0" I I I 01 j ® 13. Shower and tub/shower walls shall have a smooth, hard, non- - 0 1 _ absorbent surface over cement, fiber-cement or glass mat gypsum I I 1 backer in compliance with ASTM C 1178, C 1288 or C1325 installed 1 per manufacturer recommendations to a height not less than QROFESS/py I I j 6 feet above the floor per R307.2 �M�� O• !F 91��� C�E x 28x8° 26x8° N 14. Water heater shall be seismically strapped to a wall, provide 0 oX 0 1 ---ARCH- with 18" high platform, combustion air to outside, pressure No. C57404 "I '� KITCHEN 1 1 of * relief valve to outside with drain. See detail 16/A9. EXp 1P3119 N I I 1 24x8° 4 -10" 5'- J I - - - - - - 15. F.A.U.: furnace in attic, see detail 2/A10. Combustion air from t NTRY 2� 4 * CLOSET 0 outside, vent to outside and provide setback thermostat. �l�r �F IClpl\Ep�� JIER01 ;n I 16. Dishwasher with drain to garbage disposal. O 14x8° 793 Kyle Street j San Jose, CA. 95127 ---ARCH- 1 1 17. Sink with garbage disposal. __ Tel.: 408-209-8775 28x8 16 18. Cook top to be selected by owner. Email ketlel@yahoo.com 1 15 -_I 1 j Vent to outside with backdraft damper. 14 _ 1 19. Washer space, provide cold & hot water supply, waste line and 1 20'-0" 13 --L j if on second floor, a pan with drain to exterior. - - - - -�- - - - - - - - - - - - - - - - - 12 - I 1 j 20. Dryer space, provide vent to outside with smooth metal duct G I 11 -F_ j with backdraft damper. j --- LI VI N G o j 21. Provide 1/2 inch gypboard type Y on the garage side wall next j 10-- 1'- `X -I 1 to all living areas. Provide 5/8 type Y gypboard at ceiling if o 8 1 - - - - - -h 5'-5"- - - - - - - I 1 gypboard does not extend to roofing through the attic space. j - - - 1 Table R302.6 j I A I 7 _ I A 111 22. Toilet shall have 15 inches minimum from centerline of 20'-10" 2 '-0" A8 0 6 �° j fixture to the adjacent wall or obstruction on each side. _ N A8 Minimum 30 inches is required for any similar fixtures such 0 1 0 ! GARAGE - I I j as a bidet. Per section 407.5 of 2016 CPC. cv NI 5 � / _ I o - -. N j 23. Door from garage to kitchen area shall be a 1-3/8" thick I I ° ° 1 I 1 solid wood door, solid or honeycomb core steel door, or 20 0 i 1 3 2 1 UPS 1 B 5 x8 1 i minute rated fire door. Doors shall be a self-latching and ,n P 1 I self closing door per R302.5.1. i 1 � 24x80 24. Elements appliances which generate a glow, spark, or flame (such as water heater and furnace) shall be located a minimum 28'-8" I _ PRAYER o Ln j of 18 inches above garage floor per CMC 307.1 and CPC 508.14. 1 ROOM � � I ao 25. Ducts penetrating the walls or ceilings separating the = I j I dwelling unit from the garage shall be constructed of a 28x80/ z - - - 7 _10 - I- - 1 minimum 26 gage sheet metal steel or other approved material w 1 and shall have no openings into the garage per R302.5.2. 11 60x80 El26. The maximum hot water temperature discharging from the 1ST FLOOR LIVING AREA CALCULATIONS: A - - ---- -��� - A bathtub, shower and whirlpool bathtub filler shall be limited to 50x50 120 degrees Fahrenheit. The water heater thermostat shall not 1 be considered a control for meeting this provision. CPC 414.5 » » - � Al - ( 22 - 00 x 20 - 10 - 458. 33 SF. 111 -6 PORCH 1 z°x6o TRANSOM and 418.0.) WINDOW ABOVE DOOR 27. Control valves and showerheads shall be located on the `n sidewall of shower compartments or be otherwise arranged so A 2= ( 42' - 10" x 2 4' - 0 0" ) = 1028. 00 SF. j \ that the showerhead does not discharge directly at the entrance W O 0 - Fo to the compartment and the bather can adjust the valves prior L) L TOTAL - 1486 . 33 S F. j 6'-6" 10'-0" to stepping into the shower spray per section 408.9 of 2013 CPC -4._ o a., a) 28. shower shall have a minimum area of 1024 sq. inches and a U minimum finish dimension of 30 inches in any directions. an �00 I outward swinging 22 inch minimum clear door shall be provided. 20 -4 13 -10 8 -8 5 -0 E-+ 'd O GARAGE AREA CALCULATIONS: 42'-10" * GENERAL NOTES FOR CONTRACTOR. o � .- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E-I O G= 20 - 10 x 20' - 10" ) = 434. 03 SF. 2 3 a a D C A8 A8 PORCH AREA CALCULATIONS: DRAWN P1 = ( 28' - 08" x 05 - 00" ) = 143. 33 SF. CHECKED P2= ( 44) _ 10% 05 - 00" ) = 224. 17 SF. 1 ST FLOOR PLAN DATE TOTAL = 367. 50 SF. SCALE 1 /4 if = 1 '-0" JOB N0. SHEET A4 OF SHEETS ommunity Development Department REVISIONS BY Planning Division - Cupertino ® FLOOR PLAN KEYNOTES CUPERTINO APPROVED 1. Bedroom window shall be an egress window to have a minimum Case# R-2020-034 net clear opening of 5.7 square feet; and 5.0 sf for grade floor openings minimum net clear opening height of 24 inches; and ApplicationNumber(s) minimum net clear opening width of 20 inches, sill height not more Approval Body: Director/Staffthan 44 inches above the floor. See detail 18/A9 01/20/21 A8 A8 2. All window shall be sliding windows unless noted otherwise on Approval I Date plan. Style of window shall be selected by owner. Signature Lauren Ninkovich BEN_ - SEAT AT 3. Tempered safety glass required at these glazing locations per �'-6"ABOVE FLOOR Case Manager CBC 2406.3: ingress and egress doors, panels in sliding or swinging I doors, doors and enclosure for hot tub, bathtub, showers, glazing in 15 -2 5 -0 10 -4 I 5 -6 walls within 5 -0 of standing surface, glazing that is within 2 -0 - - - - - - - - - - - - - - - - * - - - - - - - - - - - - - - - - -*- - - - - - of vertical edge of door and within 5-0" of standing surface. I 4. Stair treads to be 10 inches minimum. Treads less than 1I'-0" 5'-0" 1'-6" 11 inches require nosing. Nosing to be minimum 0.75 inches and maximum 1.25 inches. Stair risers to be 7.75 inches maximum. I1 -6 4°x4o�l� 1 j All stairs to be uniform in dimensions within 3/8 inch. j - Per section. 100x4o I 2ox3o �` + +�° 2ox3o -I 5. 18 inch x 24 inch under-floor crawl space access opening, E - - � ----- --- --= r-- E per CRC section 408.4 if under floor plumbing cleanout is installed, 1 r�� It must be located within 20'-0" of the access opening I 1 o f j �J I I rx 10'-0" 6. A readily accessible attic access, minimum 22 inch by 30 o - - - + - - - - 4 - - - * WA - N ! I inch, located where at least 30 inches of clear headroom �- --- --------- - I occurs and at attic space exceeding 30 sq. ft. per CRC R807.1. 0 T 7. Width of landing at exterior door shall not be less than door ' " j , 0„ LK-I j i opening width per R311.3 I A CLOSET I - - 1 8. Minimum 36 inch deep landing required at all exterior doors 06 .(D ti I j j 1 (landing shall not be more than 7.75 inches lower than threshold W 1 I 14'- I I for in-swinging doors. R311.3.1. See detail 2/A9 0) C rn - -1- >- - - - - - - - - -1 - - 1BEDROOM 2 / B I ao I N 1 9'-0" CEILIN - - - j I B 9. For the exterior entry door, maximum threshold shall be .� U Q I�IA&TEf�-BkM00� I 1 1.5 inches from the finished floor to the landing, per section W U A8 I 1 10-0 CEOG I 1 / o 1 I A8 R311.3.1. 0 w J W 00 __ X I 1 10. All skylights shall be Velux skylights ICC Evaluation Report Y O 1 I I F� ��(:�L N oo I ( P # 1 i j i j X I 1 I NER-216) or equal. Provide ICC report to inspector prior to rn Z 22"X22� \ I I installation. ti < j i j ii -I j SKYLIGHT 2sX8o i 11. Heat-n-glo directed vent gas fireplace heater to be selected CL E 28�$o I 1 by owner. Gas fireplace shall UL listed or ICC approved. Provide I 1 1 2sx o s o - - 1 manuf. specs to city inspector. 8 J COx 2 x8 1 j I 13. Shower and tub/shower walls shall have a smooth, hard, non- I j o I absorbent surface over cement, fiber-cement or glass mat gypsum 2sX8o I 1 backer in compliance with ASTM C 1178, C 1288 or C1325 installed per manufacturer recommendations to a height not less thanQROFESS/2sX8o _22 X_22 2'-4" 1 3,-8' 6 feet above the floor per R307.2 ��� O. It1208 33 SF - - -I I SKYLIGHT �I��i � ` OFFICE i j � 14. Water heater shall be seismically strapped to a wall, provide 22 X22 X I 9-G' CEILING I I with 18" high platform, combustion air to outside, pressure W No. C574SK T 1Z � j o o \\ o j o o i relief valve to outside with drain. See detail 16/A9. Exp. 123119 »_ - 6 x8 15. F.A.U.: furnace in attic, see detail 2/A10. Combustion air from » I � - 9�i� � 1 `a � 1 1 9l CIVIL �� 36'-0 I I I /X\1 3'-8" 6" 1'-6' L Y I outside, vent to outside and provide setback thermostat. F OF CA��E� -* - j 6> 1 - - - 9�-0" �j - j 16. Dishwasher with drain to garbage disposal. 793 Kyle Street BOTTOM 2 TO BE OBSCURED _ I _ _ _ & INOPERABLE GLAZING 1 - - y -i- - L � � � j � I I San Jose, CA. 95127 I - - - 117DOWN - 1 17. Sink with garbage disposal. Tel.: 408-209-8775 F 1 �I 16 j 50x30 - 1 L J C 18. Cook top to be selected by owner. Email ketleI @yahoo.com I 15 j L- Vent to outside with backdraft damper. - I T 1 I 22" „ F--71 28�80 14 I 19. Washer space, provide cold & hot water supply, waste line and I 1 KY IG T 1 �Xi 1 a6x8o 13 j 1 if on second floor, a pan with drain to exterior. I ao � �� 12 1 j j I 20. Dryer space, provide vent to outside with smooth metal duct 1 I o j 11 I j 1 with backdraft damper. 00 I `n 1 1 1 21. Provide 1/2 inch gypboard type 'X' on the garage side wall next I 10 � o j 1 to all living areas. Provide 5/8 type 'X' gypboard at ceiling if c14 I 9 I ox I j gypboard does not extend to roofing through the attic space. Al j \ 8 I `� 1 j I Table R302.6 I 1 A 22. Toilet shall have 15 inches minimum from centerline of A i I 6 j i fixture to the adjacent wall or obstruction on each side. A8 I N A8 Minimum 30 inches is required for any similar fixtures such as a bidet. Per section 407.5 of 2016 CPC. J I o f 1 I 11 1 N I 23. Door from garage to kitchen area shall be a 1-3/8" thick I �,J 4 I 1 1 I solid wood door, solid or honeycomb core steel door, or 20 I _ Cn I I I minute rated fire door. Doors shall be a self-latching and 18'-0" I N BEDROOM #3 N - - B I self-closing door per R302.5.1. I I 9'-0" CEILING cv 0 1 I 1 24. Elements appliances which generate a glow, spark, or flame 1 10'-8"� - 2'-4" 1 (such as water heater and furnace) shall be located a minimum- - - - - of 18 inches above garage floor per CMC 307.1 and CPC 508.14. I - I A2I 1 N I 25. Ducts penetrating the walls or ceilings separating the I j 1 dwelling unit from the garage shall be constructed of a / j j j I minimum 26 gage sheet metal steel or other approved material 14'-0" I - - 1 and shall have no openings into the garage per R302.5.2. N I o f �° o j F-� 1 I j + I 1 r 26. The maximum hot water temperature discharging from the A3a - - --�-- - �, - - - LLJJ A bathtub, shower and whirlpool bathtub filler shall be limited to 4° 5°ARCH I 120 degrees Fahrenheit. The water heater thermostat shall not U be considered a control for meeting this provision. CPC 414.5 � and 418.0. / pool A47'-0" 1 -10 14„ 1 j 1 27. Control valves and showerheads shall be located on the ~ - 6 -0 I 4 - 18 0 1 sidewall of shower compartments or be otherwise arranged so I r� 1 I F. I I that the showerhead does not discharge directly at the entrance O 0 LLJ�--------LLJJ----- - --------�LJ�-------- to the compartment and the bather can adjust the valves prior • • LO / to stepping into the shower spray per section 408.9 of 2013 CPC �-'i 0 28. shower shall have a minimum area of 1024 sq. inches and a O CU minimum finish dimension of 30 inches in any directions. an � outward swinging 22 inch minimum clear door shall be provided. W N 2N D FLOOR LIVING AREA CALCULATIONS: E-4 b •� o 2 3 GENERAL NOTES FOR CONTRACTOR. Al = 36 ' - 00" x 24' - 08" = 888. 00 SF. a A2= ( 18' - 00" x 13' - 00" ) = 234. 00 SF. A3= ( 14 - 00" x 05 - 02" ) = 7 2. 3 3 SF. rD c A4= ( 07' - 00" x 02' - 00" ) = 14. 00 SF. A8 A8 TOTAL = 1208. 33 SF. DRAWN CHECKED 2ND FLOOR PLAN DATE SCALE 1 /4 if = 1 '-0" JOB N0. SHEET A5 OF SHEETS ommunity Development Department REVISIONS BY Planning Division — Cupertino 'CUPERTINO APPROVED Case # R-2020-034 Application Number(s) Approv I Body: Director/Staff Approva I Date 01/20/21 12 Signature Lauren Ninkovich 5 j Case Manager I I 1ST FLOOR ENVELOPE LINE 1ST FLOOR ENVELOPE LINE 0 \ � 01 \ o1 /I J I 12 - - - w / / 0 12 o / 6 � mil I o j N H r` w - _ j �I � rn j o � I w U 1❑ 01 - I � j _ w uj j L O n o f CO --.) of j - I of Q - FL OR LEVEL o l r- I -j j NATUOAL GRADE, T � I j D Q FESS/ONgI I 12'-1 2" - - 8 -5- - - - DIMENSION FROM GRADE TO TOP - - - - - - - 2 - - - - - - PLATE HEIGHT OF ENTRY FEATURE W No. C57404 Exp. 12 3119 FRONT ELEVATION (EAST)- �f �A��rFoclC�` ,�o���� F 1 /4 if — 1 '—011 793 Kyle Street San Jose, CA. 95127 Key note on elevation: Tel.: 408-209-8775 Email: ketlel @yahoo.com 1❑ 4 inch minimum high and 1/2" thick address number to be clearly visible and legible from the adjacent street fronting the property. Address signage shall be per the City of Cupertino Fire Dept. standards. �2 Exterior wall finish: "stucco wall finish (to be selected by owner) over two layers of Grade D paper wood sheating. �3 Corrosion resistant weep screed is required below the stucco a minimum of 4" above earth or 2" above paved area. ® Roof material: concrete tile roof (to be selected by owner) over 30# felt paper roof plywood per structural plans. Roofing to be class "A" minimum per Cupertino Municipal Code section 16.06.080 Max. weight of roof=10.0 PSF ❑5 Provide gutters and downspouts to direct roof drainage to storm water drain at street or approved drainage facility. 12 I i i i I i 1ST FLOOR ENVELOPE LINE 1ST FLOOR ENVELOPE LINE j - 4-)� of l 0 1 0l l 0 i � I ►-� . . U c Ll \� J 01 I 01 _ 1 1 O a+ 12i --0 � ! � i 12� i �-' o / / 6 � 1 N 1 � ' � 6 \ � 1 Nj o W a_ / a_ p / � O E-1 00 I I I I I W w o a rT, of of o II 0 LO I o 1 o ! of II _ _ ttttttJiFLOOR LEVEL_ DRAWN of l o 1 CHECKED j j I — NATURAL GRADE _ j DATE LI l SCALE 12'-12„ 8 —5 V L V V JOB NO. 7� — — — — — — — — — — — — — —L 7f — — — — — — — — — SHEET REAR ELEVATION (WEST) 1 /411 = 1 '-0" A6 OF SHEETS ommunity Development Department REVISIONS BY Planning Division — Cupertino 'CUPERTINO APPROVED Case # R-2020-034 Application Number(s) Approv I Body: Director/Staff Approva I Date 01/20/21 111111111111 1111 12 Signature Lauren Ninkovich 5 Case Manager I I I , I , I , o O I o I i� I ro -01 � I o 0I 0 12 1 ffiffiA ''Lffi,&ffil' ''E'AiN, A I •— 06ti WN LO 01 0 I 1 j •� w U �2j of nj of 01 Y O j j l = I ti Q Y) FLOOR LEVEL - I j `� I i I NATURAL GRADE I � I 1I � , 1I I � r �I I QROFESS/py ������� Q• lF 91�y� W No. C57404 Exp. 12 3119 RIGHT SIDE ELEVATION (NORTH) F �A� 1 /4 it — 1 '—0'1 793 Kyle Street San Jose, CA. 95127 Key note on elevation: Tel.: 408-209-8775 Email: ketlel @yahoo.com 1❑ 4 inch minimum high and 1/2" thick address number to be clearly visible and legible from the adjacent street fronting the property. Address signage shall be per the City of Cupertino Fire Dept. standards. �2 Exterior wall finish: "stucco wall finish (to be selected by owner) over two layers of Grade D paper wood sheating. �3 Corrosion resistant weep screed is required below the stucco a minimum of 4" above earth or 2" above paved area. ® Roof material: concrete tile roof (to be selected by owner) over 30# felt paper roof plywood per structural plans. Roofing to be class "A" minimum per Cupertino Municipal Code section 16.06.080 Max. weight of roof=10.0 PSF ❑5 Provide gutters and downspouts to direct roof drainage to storm water drain at street or approved drainage facility. I 12 i i i 0 0 01 1 _ 01 W o � I o ' j 12no N 1 - - w �I I •� o - - - — b I � � El b o a o I 0i \ 0i 0i \ 0i \ I 0 \ FLOOR LEVEL - DRAWN 1 \ \ I NATURAL GRADE CHECKED \ r- - - - - - I` DATE I I \ I ll SCALE \I I` BOTTOM 2' TO BE OBSCURED JOB NO. & INOPERABLE GLAZING SHEET LEFT SIDE ELEVATION (SOUTH) 1 /411 = 1 '-0" A601 OF SHEETS ommunity Development Department REVISIONS BY Planning Division — Cupertino 'CUPERTINO APPROVED Case # R-2020-034 Application Number(s) Approv I Body: Director/Staff Approv I Date 01/20/21 Signature Lauren Ninkovich Case Manager C A A C° : E - - - L��- ---- - �- - - ------- - -;--�- - - - - E I I / I I L_J I •% 06 :• `.• w N I w n 40 B j_ `• B Q w U A8 N /• A8 0 W -j LLI / � I CO � ••• Z I x I I rn 1 I 2 '/I 1 1 Q .�:'1 Ic__�I c� rSKYLIG 1 h'-6" ` 0 ,-6'I IAOFESS/D,ygl 22.X22 7 22 X22" SLIGHT �I �x, I I No. C57404 10—S K T �` I / I ` Exp. 12 3119 ' j\ /� •� ••. I I �f9 CI Vll ��� 5:12 I tF �F C AL '• •` El % 793 Kyle Street I 5: 12 • I � I San Jose, CA. 95127 • I 1 1 7 Tel.: 408-209-8775 C Email: ketleI @yahoo.com 1 22» --� KY IG T i %x\ I I FLAT ROOF -... ... A 1 I I � N � � I A 40 % � A8 - • 1 � I. I I I I I 1 I I • • I' B I I 5: 12 5:12 C S 0 F 0 A ... I I 1 I I I I I I / •.• F- I _ I : 6: 12 j El I I I I • I I L— II/ • I -------I —————\ . . j o Ll \ � P-4a i o E--4FEI � 6: 12 I a(.6 Z C6 FE il _... _... C A8 A8 DRAWN CHECKED DATE SCALE LOWER ROOF PLAN- ROOF PLAN JOB N0. 1 /811 = 11-011 1 /4 11 = 1 1-011 SHEET A7 OF SHEETS ommunity Development Department REVISIONS BY Planning Division — Cupertino 'CUPERTINO APPROVED Case # R-2020-034 Application Number(s) Approv I Body: Director/Staff Approv ( Date 01/20/21 - - - - - - - - - - - - - -_— 12 — — — — — — — — — — — — — Signature Lauren Ninkovich 5 Case Managed 12 12 1 5 � 5 Do i i I i 1 i i 1 i 1 I i i I I i i 1 I i i I 1 i of BEDROOM #3 of j j a, I BEDROOM #2 OFFICE TOP OF FLAT ROOF � j 12 i ! 6 12 cvi 1 6 Ni 06 N W N 1 1 1 1 LU '� '� �LLJU L1J J W b1 C° 1 01 `° 1 1 Y O I 1 4 CO � ;� LIVING � i of � 1 0l 1 2 1 0l ti z Q BEDROOM1 POWDER EKING 1 1 GARAGE 1 1 FLOOR LEVEL j IFLOO1 LEVEL j NATURAL GRADE j j 1 1 NATURAL GRADE 1 j QROFESS/py W No. C57404 Exp. 12 3119 E C A 1 2 3 f�rF of iCipl\�o�� 793 Kyle Street Jose, CA. SECTION C-C SECTION A-A San Tel.: 408-2 9-87757 Email: ketleI @yahoo.com 1 /411 — 11-011 1 /411 = 11-011 12 12 - - - - - - - - - - - - - - - - 12 5F 5 � � 5 0I 0I ;I) Lo I I I I I I I I I I MASTER BATH BEDROOM #3 BEDROOM 2 BATH 01 `� MASTER BEDROOM4 MASTER BEDROOM WALK-IN # j j BATH CLOSET I w o ' 1 12 12 1 � � o 4 I 6 C I� o E-1 b a a o ! o ! wwo GARAGE DINING FAMILY ROOM M L) FAMILY ROOM BEDROOM #1 FLOOR LEVEL j NATURAL GRADE DRAWN CHECKED DATE SCALE E C A 1 3 JOB NO. SHEET SECTION D-D- SECTION B-B_ 1 /411 = 11-011 1 /411 = 11-011 A8 OF SHEETS Community Development Department REVISIONS BY EPlanning Division — Cupertino CUPERTINO APPROVED DRAINAGE LEGEND Case# R-2020-034 ApplicationNumber(s) — • — • — 4" ADS Flexdrain Solid Drainpipe Appr va I Body: Director/Staff — — — — 3" Perforated Drainpipe beneath grade or Appr va I Date 01/20/21 Allan Block Ret. channel rain Signz ture Lauren Ninkovich Wall f 24" High Case Manager 6" Speed Drain with black grate 4" Brass drain grate for hardscape 6" Pop-Up Emitter Pipe Drainage Direction. � 9 ♦' 9 E— Surface Drainage DirectionSlope 1%-2% ♦ N. NOTES: ♦� ��� ❑ 1 1. All drain lines should have minimum 1% slope Pavers � �. 1 on less otherwise noted. ' ♦. — . — . — . �L ■ � ■ — ■ ■ — ■*.` ❑ ❑ 1 2.Attach new drains & drain lines to ■ /, —7 'LL�� existing drainage system ✓ E— . 3. Existing drainage to remain if possible. ♦' Gravel �� �� ::1 El 4. Contractor shall maintain positive drainage 1 ♦' away from foundation at min 2%. • • �♦ ❑ 1 S. Downspouts to be Connected to the Drainage 1 . ❑ System. C/) • 1:11:1 Pavers < � '� 1 C/) ■ I �♦9 —1� 1 � � O V M--I U O N ! •♦ Dining Family 6' High Foot Fence 0 w ♦ Room .�� � 1 5' Setback C/) r--i U 00 00 O O 1[?S ROUND GRATE NV IT I\DS SPCE=D BASIN M� ■ I ' 6" SPEED DRAIN 1 Bedroom 1 Kitchen Gravel 1 ' I=-I ~�. . Qa� #rq Q) - Residence Living 1 7,.� �. Q N �N1 3'-0"wide 1 NOS BRONZE GRATE WITH ADAPTER 00 Concrete Path 1 O �rh M— ■ �IA � 9 ,� BRONZE GRATE 1 c� Trash Bins Garage —� Wood Fence Bluestone & Gate D.S. for Porch & Steps U ' D.S U • ♦ . �I� ❑ ❑ D.S. O �9 � Lawn • Driveway w/ Bluestone Permeable Pavers 1 (E) Sign `� NN4 • (E) Curb U rL■1 & Gutter I 1 4--) w Property Line (U Z o - V 0 (E) Ramp E Sidewalk o llINNN4 a 0 Providence Court �PNpsCAPE �ONEs J No. 2239 * xp 8-31-21 c DATE 11-18-20 SCALE 1/8"= 1'-0" DRAWN AD & SL SCALE 1/8" = 1'-0" JOB TALAPANENI 0 8 16 L-1 NOTES (E) = Existing Community Development Department REVISIONS BY Planning Division - Cupertino IRRIGATION KEY MAWA EPPT and ETWU Calculations CUPeRTiNo APPROVED Case # R-2020-034 Project Name: Tala aneni Residence ■ ■ ■ Main Line SCH 40 2" Application Number(s) Project Location: 909 Providence Court,Cu erfino,CA Total Landscape Area: 2,782.Q sq.ft. - - - - - Sleeves SCH 40 4" or contractor to locate and _ - - - - - Appr va l Body: Director/Staff -- - Apprpval Date 01/20/21 Date: iomif2o20 Allan Block Ret. use existing if possible Sign Iture Lauren Ninkovich MAWA CALCULATION Wall f 24"High Lateral Line SCh 40 1" Case Manager MAWA= Eto .62 .0.55xLA t 1-EFAFxSLA _ _ _ Drip Line: Netafim Techline CV LITE with 18" Emitter spacing MAWA= Maximum Applied WaterAllotvance allons per ear \ and 24" lateral spacing. Provide flush valves at the end of each pp - _� x_ Etc= Reference Ev apotra nsp[Dg2n inches per year) - - - - - - - - - - - - - - - - - - - - - - - - - circuit and air relief valve at the high point of each circuit. .62=Conversion Factor(to gallons) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0,56= Et Adjustment Factor(ETAF) Rainbird Drip Valve XCS-100-PRF LA=Landsca a Area Including SLA(square feet i \ \ 0.45=Additional Water Allowance for SLA 1 T - I I I I Rainbird 1800 series 6" Heads SLA=S ecial Landscape Area uare feet Etc = 45.3 - ❑� I I I I I Rainbird Valves PEB or PEBS Conversion 0.62 Pavers y - ETAF 0,55 .__.I I I I I I Master Shut Off Valve behind meter �= ° 2 � ' � _ / _ MAWA = 4 .9 4.4 gallons per year Gravel ❑I I I I I I Medium Flow Inline Pressure Regulator 40 PSI 5.745-2 cubic feet per year \ _ _ � Ll � � MAWA with EPPT .. . . Rainbird Flow Sensor FS-200-P MAWA=(Etc-Eppt)(.62)[(.0.55xLA + 1-ETAF x SLA _ E EPE ❑r I I I I i-�--1 t= 25°/oofAnnual recl itatior, Pavers `''�. I I I I I Note: Provide a clear, unobstructed distance of at least 10xs � � Etc = 45.3 , the pipe's diameter upstream of the sensor and at least 5xs O Ln Epp# 7.7 i 1� ��, I I I 1 �A _ the pipe's diameter downstream of the sensor NO N ETAF= 0.55 I I ❑ U LA _ 2,782 140 SF Med. 5 I I I I I __ ( � 0 SLA 0 I I I Family Water Drip i I I I I I B I FEBCO Backflow Preventer 1" 825Y w N 35.693.0 allons er ear Dining _U O (� MAWA w1 EPPT = q 771-8 cubic feet per I I I Room 475 SF Med. D__ I � � � � Water Drip I I I I (� U ETWU CALCULATION I I I I 312 SF Low 7 � I I I I I � I © Rainbird Controller 4 to 22- station ESP-Me � � O ., ETWU-(Eto)[-62][(PF/IE)[LA I I I Water Drip I I I I I I I �r (U 0 C ETWU=Estimated Total water use Per Year(gallons) I I I I I I ETo=Reference Evapotranspiration I I I 1 WM New Irrigation 1 Water Meter p� PF= Plant Factor frown WUCOLS(Region 2,Water Use:H 0.7-0.9,M 0.4-0,6,L 0.1-03,VL<0.1.All Turf 0,8) I I I • I I I � �' � LA=Landsca a Area(High,Medium,and low water use areas square feet Bedroom I I I I Z SLA=Special Landscape Area I I I I I I I I I I O Rainbird RSD Series Rain Shut Off w a N .62=Conversion Factor IE=Irrigation Efficiency(drip spray and bubblers.81,sub surface.81,spray spriniders.75 I I I Kitchen Gravel- ETI I I I I I I # Adjustment Factor ETAF .55 for Residential and.45 for Non Residential I I I I I I I I I I I M S Rainbird S M RT-Y Soil Moisture Sensor U Reference Eva otrans iration(Etc)1 45,31 Cupertino, Ca. _4 I I I Residence ❑ I I I I (I�/) ,w REGULAR LANDSCAPE AREAS Living FactorIrrigation cape � H drozone#/Plant Description Irrigation Method (PF) Efficien (!E) ETAF(PFAE) Area(sq.ft) ETAF x Area ETWU I I I 1 I� W N U 1.}High Water Use Lawn Spray 0-8 0.76 1,066666667 490.0 522.7 14.679.6 I I I I I 1 00 3'-0"wide 490 SF High r 2. Low Water Use Shrubs Drip0.3 ❑.81 0.37037037 895.0 331.5 9,310.0 � I I I 1 3. Med-Water Use Trees Drip0.4 0.81 0,49382716 140.0 69.1 1,941.7 l t Concrete Path Water Spray ` •0 - J IL 4.]Low Water Use Shrubs Drip0.3 0.81 0.37037037 33f1.Q 122.2 3,432.7 895 SF Low ll � 5- Med-Water Use Trees Drip0-4 0.81 0-49W2716 140.0 69A 1,941.7 Water Drip •P-4 6. Low Water Use Shrubs Drip0.3 0-81 0,37037037 475.0 175-9 4,941.1 / C/) 7.)Low Water Use Shrubs Drip0.3 0.81 0,37037037 312,0 115,E 3,245.5 ❑ 140 SF Med 23 \ - (U Rainbird Total sfft. Totals Totals R 3 OaSF Lowter 1 - I > > �"'i Netafim Dripline Netafim 2.782.0: 1,406.1 39,492.4 a PEB VALVE Flush Valve Trash Bins Garage Water Drip 4 _ / - I 1 I Bluestone I I SPECIAL LANDSCAPE AREAS woo &FGate ence C for Porch & Steps I I I T Plant Factor Irrigation Landscape I I N drozone#/Plant Description Irri ation Method PF) Efficiency(IE) ETAF(PFAE) Area(sq.ft) ETAF x Area ETWU I I I I r , 1 0 0 0-0 14� V Alm El Totals Totals Totals / - �■ ■ • ■ _ �� I I I Rainbird Drip Valve Rainbird Controller Rainbird i MS _ It I XCS-100-PRF 22 station ESP-Me Rotors - - - - - - - - - wnETWU TOTAL 39.492.4 - - - - - - - - - - I�-I-1 • 4--) - - - - - - - - - A-MAWA 42.974.4 ETAF CALCULATIONS ` ■ Bluestone ( I I I - ft ei -� ~ Regular Landscape Areas r 1 ' ( ` (E) Sign ' _ `� /•^ Total ETAF x Area 1,406-1 ■ ` I ' / E Total Area 2,7820 Driveway w/ / & Gutter Average ETAF 0.5 Permeable Pavers Pressure Special Landscape Ams • Regulator I I / / Rainbird Flow Sensor FEBCO Backflow 1--1 Total ETAF xAm 1,406.1 master Shut Pressure Regulator M--I Total Area 2,782.0 I I Off Valve I / FS-200-P Preventer 850Y 40 PSI U Sitewide ETAF I Property Line I I 11[3 1 Aver& a ETAF for Regular Landscape Areas must be.55 or below for residential areas and A5 or below for non residential area& Contractor Locate P.O. � & Connect Irrr Locate System � // // � � ��' U / \ (E) Ramp ,} I--�•I (E) Sidewalk / ! 7� �+ Rainbird RSD Rainbird SMRT-Y Soil Moisture Sensor S �( _ eries Rain Shut Off "I have complied with the criteria of the Water Conservation in Landscaping Ordinance and applied them accordingly for the efficient use of water in the irrigation design plan." Providence Court (E) Tanbark LPNDSCgPe Oak =��4 AoNrrs 'An� � � a [� 2 rn J No. 2239 Ar xp 8-31-21 9 PL�Fo G DATE 11-18-20 SCALE 1/8"= 1'-0" DRAWN AD & SL SCALE 1/8" = 1'-0" JOB TALAPANENI 0 8 16 L-2 NOTES (E) = Existing Community Development Department REVISIONS BY Planning Division - Cupertino CUPERTINO APPROVED Case# R-2020-034 Botanical Common quant" size Water Remarks '� Myoporum parvifolium Application Number(s) Tree to cascade over Allan Block Ret. Bench A r va I Body: Director/Staff Arbutus'Marina' Marina Strawberry Tree 1 24"Box Low 8' High at planting Wall f 24" High pp y� 2 Hibiscus syr. Red Heart Appr va I Date 01/20/21 ❑iospyros kaki'Fuyu' Persimmon 1 24"Box Medium (Rose of Sharon) Sign ture Lauren Ninkovich Eriobotrya japonica Loquat 1 24"Box Low (E) Pine Case Manager Tree 15 Ficus cada'Little Miss Figgy' ©wart Edible Fig 1 Gallon Medium Muskogee Lavender Crape tow, Medium, Extra in 16 Pittosporum Bouquet Cutting Garden Lagerstroemia'Muskogee' Musk 2 24"Box Summer tenuifolium w/Mix of 40 (1 gal.) 15 gal. 4' apart 3 Gladiolus Punica granatum Pomegranate 1 15 Gallon Low ° 10 Dahlia 1 Dwarf Fig Tree 6 Penstemmon ('44 6 Miniature Roses ' ` Pyrus communis espalier Espaliered Edible Pear 1 15 Low, Medium, Extra in Espaliered 6 Zinnia Gallon Summer Shrub 6 Alstroemeria 3 Hollyhocks � �A�j Coleonema pulchellum 1 & A S S O C I A T E S 'Compacta' dwarf Breath of Heaven 18 Gallon Medium Table w/ Umbrel/a ° LANDSCAPE ARCHITECTURE&DESIGN on Gravel �� Concrete Stepping Lavandula angustifolia 5 •• Stones w/ Thyme between Hidcote English Lavender 3 Low Pavers • 'Hidcote' Gallon 5 Persimmon Tree Gravel �� 2 Lavender Nenum cleander'Petite Pink' Petite Pink Oleander 4 Gallon Low �' Trumpet Vine rT� Olea europaea'Little 011ie' Little 011ie Dwarf Olive 10 Gallon Very Low Pettite Olive Pavers 6' High Foot Fence � � N Pittosporum tenuifolium Blackstern Pittosporum 1fi 15 Medium 5' Setback Gallon 5'_01 / 1(--)I U C) N 5 2 Seedless : 2 Crape Myrtles 'Muskogee' `' W O Rosa'Iceberg' Iceberg Floribunda Rose 4 Gallon Medium N Grape Vines Dining Bedroom + (Multi-Trunk) O c'6 4 Family M--r U 00 r Rosa califamica California Wild Rase 6 Gallon Medium,Extra in Summer + r ) M"I� � Room vJ H.L� Ground Cover � U O � 1 'Petite Pink' �( Myoporum parvifolium Ground Cover Myoporum 18 Gallon Low, Extra in Summer To cascade over Ret.Wall Grave/ I W Oleander 1 1 Espaliered Thymusvulgaris Common Thyme 1 Low, Medium p Gallon 10 Olea europaea w Vine Pear Tree 3 Star Jasmine 'Petite Olive' M Kitchen trained to Fence in � N 1 an Diamond Pattern Clytostoma callistegioides Violet Trumpet Vine 2 Gallon Medium ° • u ago p 1 Trained to Fence in Diamond Residence ° F� Trachelos ermum jasminoides Star Jasmine 3 r^Gallon Low, Medium Pattern i--i C J O Z Q Vitisvinifera European Grapevine 2 5 Low, Medium, Extra in •r--I N ,� Gallon Summer Z �Q Perennial - pp 3'-0"wide f--�( 1 Concrete Path Living Q� Alcea rosea Hollyhock 3 Gallon Medium Cutting Garden Alstroemeria hybrids Peruvian Lily 6 Gallon Low, Medium Cutting Garden Bluestone • Li for Porch & Steps ` Penstemon'Apple Blossom' Apple Blossom Penstemon 6 1 Low, Medium, Extra in Gallon Summer Pa Front y er � Pomegranate Tree Annual Trash Bins Garage Large Doors Room Dahlia spp- Dahlia ie Gallon Medium,Extra in Summer Cutting Garden Wood Fence Pots rT l • & Gate w Gladiolus communis Gladiolus 3 Gallon Medium,Extra in Summer Cutting Garden V Concrete U Zinnia elegans Common Zinnia 6 Gallon Medium O Loquat Tree tr T Grass Y �.L.� 5-4 + + Lawn Mix of Myoporum parvifolium •� m Calaagrosts X acu-'Kad Karl Foerster Feather Reed 5 ' 12 Medium,Extra in Summer - = Calamagrostis Karl Foerster, Q �-( Foerster' Grass Gallon & Coleonema Compacta r 24"box Arbutus Bluest e 4 'Iceberg'NOTE: privacy shrubs must be minimum fifteen (15) gallons and six (6) feet in height at planting. Rose marina or i (E) Sign �+ Orange Tree . . • . • . (E) Curb � U 8 High • • •. •; & Gutter ° + .• i I ` 3 Dwarf •' • • . I �� l0 Driveway w/ Lavender 'Hidcote' •, I RetainingWall Property Line Permeable Pavers ,� F-1 U ° w W z Scale 1"=1'-0" o Annuals I U - - - - - - - - - - - - (E) Ramp (E) Sidewalk 40 0 ,I V Non-buildable Area a Finish �i 0 Grade o Myoporum parvifolium to cascade over Ret.Wall Li I Bullnose Providence Court N� Precast Cap ScgP T - (E) Tanbark 0P E l N Oak 4 `i Allan Block Bituthene I "AB Junior" J No. 2239 Water Proofing I -1. xp 8-31-21 3" Perforated Pipe I Finish Grade o :I I Drain rock 1/4" I At least 4 cu. yds. of compost, six (6) DATE 11-18-20 inches deep, shall be applied per 1,000 sq. I -• I _ #4 Re-Bar SCALE 1 8"= 1'-0" ft. of landscape area. / - I Concrete A minimum three inch (3") layer of DRAWN AD & I N _ _7 Footing mulch shall be applied on all exposed soil LL� SCALE 1/8" = 1'-0" JOB TALAPANENI surfaces of planting areas, except in areas 2:-0 of direct seeding application. 0 8 16 Grading shall be designed to minimize L-3 6" Compacted soil erosion, run-off, and water waste. NOTES (E) = Existing Class II Baserock CoUPLRTINQAPPROVFy�D�eew�e Ito�p�m e ntt�Die.a t m F 4 ng Division - Cupertino CED4. Case # R-2020-034 Applicatioi Number(s) O Zj e Approval B y: Director Staff 50 M bl 01/20/ 1 W � T Approva I D e � � a ti W U m > Signature Lauren Ninivich W o Cas anager rn F- ~ c x 100.80 3 x 101.65 .- x ., O �x 102.43 � x 102.21 � x 101.94 � � � � � � � � � x 100.52 � I 100.08 x PRESIDIO DRINK O � o 10 O SEWER I LEGEND: UFP 0 1 om MANHOLE 4� = S 100.13 x PROPERTY LINE 01 N �• �, - `� x1oo.29 El WOOD FENCE I s 0 CHAINLINK FENCE Ci .+`: 101.31 101.OG 100.82 100.GO 100.29 100.05 99.94 METAL./ WIRE FENCE �Sf�uo 99.87 x C .S3 x l 01.84 x l 01.57 x 10 1.09 x l 00.44 _pry om OVERHEAD WIRES o NO x 1 01� 31 x 00.82 x 100.59 100.39 x 99.83 PARKING I I u u u u u u I ' STREET /o°2j 'cc.ce 0 SIGN I y SIGN BUILDING O x101.91 x101.49 1 x101.20 x100.68 99 x 102.22 I x 101.77 �, �. �, �, v .W0.50 .64 x 99.94 x 102.40 1 a 1010.05 x 1 WALL ca \\ 1 o i u ^ c I00.64 r 02.49 N89 59 30 W I o 1.89 1 01 AG 83.00' H 102.34 � I°0.87 100.62 CONCRETE U G0° OAK 102.10 20" OAK 101.62 1 01.G8 101.40 C E 100.95 9 J Z 6' WOOD 100.73 �0 90 PAVEMENT W CLUSTER TREE O W FENCE \-�.,, ,. ,. 7 � �3/ O I ' BRICK A WF 0.2 2' E'LY OF P/L x I 41 I o 3 4" g�, O x 99. 7 I 1 _-_-_- /G<; x103. x 102.90 x O x 101.75 x 101.55 x 101.35 � � 1 O 1 O 36" STUMP I o2.42 6� W W W W 101.23 x x 101.0� oo°�P� O - -- i SLATE/ STONE 41 a o N N SHED I I w IV O w a I0" OAK W W W W x1o1.37 *x1oo71 -o x°°„ ' �� 99.87x GRASS/ NATURAL GROUND d IV W W W 00.27 + w U �j TREE x 101. 0 101.36 101.39 � '� SPOT ELEVATION � -� � � x 102.G5 101.52 x 101.73 x 1 01.G3 x 101.45 100.27 39.7C)K vs 1 Cb 24.49 104.SG x 102.42 102.I217/X////// 5 C7 W c6 TREE TRUNK, APPROXIMATE w 3 a > z x 101.94 / F py W CONC Ioo.25 ^�-= DIAMETER IN INCHES d x102 WALL x 00.70 99.700 A A a w /j 99.98 x99.93 ss '-TREE DRIPLINE CATCH x 104.94 y 100.10 100..14 BAS 1 N 102.00 101.94x 909 PROVID[=NC[= CT. x1o4.34 y T. E. THRESHOLD ELEVATION SINGLE FAMILY RESIDENCE y A.P.N.: 35G-1 1 -052 v I� 00.56 1 PARCEL AREA: 6,954 SF x 16" OAK I O WOOD 105.27 xIC2 CSC ROOF PEAK EL. = I I G.72' TREE ABBREVIATIONS b FENCE x101.41 AD AREA DRAIN A x 1 01.82 T.E. = wv ADJ ADJACENT y 102.911 ICV m X A/C AIR CONDITIONING !-w! ID BLDG BUILDING O N c .30 24.70' + + - � j 101 27 � *30.a78' WATER C/L CENTERLINE T� X101.60 1 01.GG x 102.35 / VALVE STEP T.E. = 101- I I �' x1oo.Ga 1 CLF CHAIN-LINK FENCE b 101.83 x 102.33 1 02.89' T E = kp 1.1 G,y , I°c: �1 CONIC CONCRETE x C2.C9 ERLY x 101.89 W y 101.77 0/'�2 103.05' x 102.33TP W W EL ELEVATION ATIION vvmm I 99.78m Lo x 101.74 , Al00.88 2 2.73' x W.78 x FOW FACE OF WALL m x101.89 , 0, a ICV IRRIGATION CONTROL VALVE Ioy.27 101.65 0� 6a PLANTER 100.59 a . I N'LY NORTHERLY NE'LY NORTHEASTERLY x 102.0E POND 6" OAK CONCRETE NW`� O LY NOKTHWE5OVERHANG `LU 01.84X1 01.72 1 01.7/+ DRIVEWAY w i� � I 0 I.94 TREE x I,®I.82,�, _ P/L PROPERTY LINE m 180 � SLAB EL - x 1 01.40 x 100.97 x 100.53 PLTR PLANTER O 105.57 101.96 = 10 I .48 100.o I o N� RET RETAI IN NG o Io1.71 xI0J.68 101.G8x U p 1 S'LY SOUTHERLY z � �0/�8 z SETY SOUTHEASTERLY x 1 1.53 W x 101.64 ° GAS SWLY SOUTHWESTERLY P TYPICAL 105.50 01.G4 x 1 01.68 101.76 8S METER PLANTER Y WESTERLY 101.52 �l 0 1.17100.67 W W 100.67 I CC.C3 v 99.81 x 4 I . 12' 01.8 22.56' 99.54x NI WF WOOD FENCE 14 x 1 01.73 x 1 01.G 11 01.G2x x 1 01 1 1 01.49 x x 1 01.55 a 1 01 AG 101.70 1 01.G5 1 01.GG 01.% .01 01.57 ' 1 01.G5 . 1.. . .62 1 01.43 a a c ° 101.G4. 101.36 101.77 101.7G 1 01.G9 01.71 a 101 :54' 4... x I�1.3G V/ff AFFROX ONW�Y 0� P/L I G x 101.81 x I OI.84 x101 6101.96WATER 0&3 C .7�, x I O 01.53 I01.54x I.5I 101.37 1 OI.09 / METER 99.57 x N89059'30"W WOOD GATE 03.00' FENCE a_ 100.03 O 99.64 x z O m z 99.27 ADJACENT Ln N Ln BUILDING OU-) O O >1 > I e� ►-1 SURVEYOR'S CERTIFICATE LEGAL DESCRIPTION I, KACIE A. PLOUFF, CERTIFY THAT I AM LICENSED AS A PROFESSIONAL LAND SURVEYOR IN THE STATE OF CALIFORNIA LOT 3G TRACT #3402 YORK TOWN UNIT I RECORDED IN BOOK (REF. NO. 9013) 1 5G PAGES 52 * 53 OF SANTA CLARA COUNTY RECORDS I FURTHER CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS OF A TOPOGRAPHIC SURVEY CONDUCTED UNDER MY SUPERVISION AT THE REQUEST OF THE CLIENT. SURVEYOR'S NOTES GRAPHIC SCALE �S.o%AL LANOsex o 1 . PROJECT BENCHMARK: ELEVATIONS ARE ON ASSUMED DATUM. a o 4 a is 32 �� 1 !{ IF A. 2. ONLY TREES G" AND ABOVE WERE LOCATED ON THIS SURVEY, DUFF ao DROA7(7 NO. SMALLER TREES AND SHRUBS ARE NOT SHOWN. ( IN FEET ) [P 3. DISTANCES SHOWN HEREON AREA EXPRESSED IN FEET AND 1 inch = 8 ft. NCA-20-122 DECIMALS THEREOF. fiQ CA0iF SHEET N0. S 1 KACIE A. FLOUFF, FLS 90 13 1 OF 1