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10140 Stern Ave R-2022-030 Approved Plans ommunity Development Departmer�SYMBOLS PROJECT DIRECTORY SITE INFORMATION ALL DRAWINGS AND WRITTEN MATERIAL APPEARING RENEE and PARVEEN HOME ADDITION AND ALTERATION HEREIN CONSTITUTE USED ORIGINAL ED UNPUBLISHED WORK OF THE ARCHTECT AND MAY NOT BE Planning IVIS�r�lOrl - CUpe Ir10 DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT CU OWNER ADDRESS 10140 STERN CA 95014 PER7IN �,.P-P-R-OBE-D EXISTING WALL TO REMAIN 10140 STERN AVENUE �,.M,-I ITE,-T Case# RM 2022 030 NEW WALL RENEE DHINGRA & PARVEEN GULATI APN 375-12-008 CUPERTINO, CA 95014 PLAN EXTRA ASSOCIATES INC. Appro I Bod_y_ rL Directotaff 10140 STERN AVE., LOT SIZE 5,350 SF Project Management.Architecture.Interiors.BlM ApproV �I Date /19= EXISTING WALL/PARTITION TO BE REMOVEDCUPERTINO, CA 95014 LOT ZONING R-1 -5 10140 STERN AVE Cupertino, CA 95014 9 PARVEEN GULATI, ARCHITECT (415) 612-0264 Signat a Danielle Co dit TYPE OF CONSTRUCTION TYPE V-B se anager EXISTING DOOR TO REMAIN ARCHITECTURE OCCUPANCY R-3 8c U PARVEEN GULATI, ARCHITECT SPRINKLE NO Renee and Parveen 10140 STERN AVh LAND USE DESIGNATION LOW DENSITY RESIDENTIAL CUPERTINO NEW DOOR PLAN EXTRA ASSOCIATES INC. CALIFORNIA 95014 000 10140 STERN AVE.,T1-5(DU/ac) DOOR NUMBER CUPERTINO, CA 95014 (SEE SHEET A1.3 & A1 .4 AREA DETAIL) PHONE: 415-612-0264 EXISTING LIVING AREA 1300 SF E-MAIL-PGULATI@PLANEXTRAA.COM EXISTING ONE CAR GARAGE/ 300 SF 1 DRAWING NUMBER STERN AVE STORAGE/LAUNDRY AREA A201 DETAIL REFERENCE SURVEY TO DEMOLISH SHEET NUMBER PROPOSED AREA 1076 SF -DRAWING NUMBER (INCLUDING TWO CARS GARAGE) 1 A201 ELEVATION REFERENCE CARROLL ENGINEERING SHEET NUMBER ;� 1101 S.WINCHESTER BLVD., SUITE H-184 (PROPOSED TWO CARS GARAGE AREA =20 X20 =400 SF) SAN JOSE, CA 95128 (PROPOSED LIVING AREA =1076 - 400 = 676 SF) DRAWING NUMBER 50'-0" (N00°23'00"W) TOTAL PROPOSED AREA 1300 + 1076 = 2376 SF PHONE: 408-261-9800 A201 SHEET NUMBER SECTION REFERENCE 101401STERN AVE E-MAIL-robert@carrol-Iengineering.COM PROPOSED FAR 2376/5350 =44.41% IVE AY S.F.H (N) OVERHEAD/PROJECTION PROPOSED AREA = 63 SQ. FT ELEVATION MARKER 375...-12-008 � APPLICABLE CODES 10150 STERN AVE 10128 STERN AVE S.F.H S.F.H TOTAL OVERHEAD/(E) OVERHEAD/PROJECTION TO REMAIN AREA = 179 SQ. FT 2019 CALIFORNIA RESIDENTIAL CODE PROJECTION AREA = 63 + 179 = 242 SQ. FT � � / DOTTED LINE AROUND AREA -- 2019 CALIFORNIA BUILDING CODE I I DETAILED / ENLARGED (E REMOVE TEE 2019 CALIFORNIA MECHANICAL CODE - FRONT YARD ENTRANCE AS PER CITY 2019 CALIFORNIA PLUMBING CODE (N) IMPERVIOUS AREA TOTAL = 875 SQ. FT � GUIDELINES CALIFORNIA TITLE 24 REQUIREMENTS (E) IMPERVIOUS AREA TO REMAIN TOTAL = 302 SQ. FT -50 -DRAWING NUMBER LLL1 2019 CALIFORNIA ELECTRICAL CODE 2019 CALIFORNIA ELECTRICAL CODE SHEET NUMBER = 8751MP3RO�IOU 1 77ES IMPERVIOUS TO REMAIN Q 2019 CALIFORNIA ENERGY CODES TOTAL IMPERVIOUS AREA = 1,177 SQ. FT JL 2019 CALIFORNIA GREEN BUILDING CODE (N) PROPOSED 2019 CALIFORNIA FIRE CODES FRONT YARD NEW PROPOSED IMPERVIOUS AREA = 493 SQ. FT ADDITION ROOF PREVIOUS CLOUDS REMOVED SLOPE CUPERTINO MUNICIPAL CODE NEW FRONT IMPERVIOUS AREA < 50% OF FRONT YARD AREA ROOF CLOUD ENCLOSES AREA OF LATEST REVISION ONLY. b 117 61514 SCOPE OR WORK SHEET INDEX 1 REVISION NUMBER 13 ,2 10 ONE STORY ADDITION OF EXISTING SINGLE FAMILY HOME SURVEY 8 5 OPEN TO SKY NEW SUNKEN ROOK DECK AND NEW TWO CAR GARAGE 1 SURVEY PLAN SUNKEN DECK 2 COURT DEMOLISH (E) ONE CAR GARAGE/STORAGE/LAUNDRY ARCHITECTURAL A1 .0 TITLE SHEET AND SITE PLAN - =77 A1 .1 EXISTING SITE PLAN AND DEMOLITION PLAN (E) SLOPE GENERAL NOTES A1 .2 PROPOSED SITE PLAN ROOF A1 .3 AREA CALCULATION AND BLOCKED OUT AREA DIAGRAM SHEET NOTES (E) 1-STORY 1 NOT USED o _ A1 .4 AREA CALCULATION AND BLOCKED OUT AREA DIAGRAM TO REMAIN o 2 CITY TREE TO BE REMOVED AS PER CITY STANDARD/GUIDELINES A2.0 EXISTING FLOOR PLAN AND DEMOLITION FLOOR PLAN 00 3. IF THE PROJECT DAMAGED THE CITY SIDEWALK, DRIVEWAY OR CURB AND GUTTER AS THE A2.1 PROPOSED FLOOR PLAN O NEW PROPOSED PG&E GAS METER LOCATION. RELOCATE (E) PG&E METER TO (N) LOCATION 00 RESULT OF CONSTRICTION ACTIVITIES, THE PROPERTY OWNER WILL BE RESPONSIBLE TO U� o REMOVE AND REPLACE ANY DAMAGED AS DIRECTED BY THE PUBLIC WORKS INSPECTOR. AN A3.0 ROOF PLAN AND DOOR WINDOW SCHEDULE O EXISTING WATER METER TO REMAIN ENCROACHMENT PERMIT WILL ALSO BE REQUIRED. o 0 A4.0 EXISTING ELEVATIONS 4. ALL WORK SHALL CONFIRM TO APPLICABLE CODES AND TRADE STANDARD WHICH PHASE OEXISTING WOODEN FENCE ON PROPERTY LINE TO REMAIN 0 OF WORK, BUT LIMITED TO UNIFORM AND ALL APPLICABLE CODES AND LEGISLATION. A5.0 PROPOSED ELEVATIONS 3 5. APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND CONTRACTOR OF THE A5.1 STREET VIEW RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES, ERROR OR OMISSION CONTAINED ® ALL THE UTILITIES, AND OTHER PUBLIC WORK AS PER CITY GUIDELINES SHALL BE CO-ORDINATE WITH THEREIN. A6.0 SECTIONS PUBLIC WORKS AND BUILDING DEPARTMENT DURING BUILDING PERMIT SUBMITTAL g. IF DURING THE COURSE OF CONSTRUCTION IMPROVEMENTS, PUBLIC INTEREST REQUIRE A A6.1 SECTIONS 0 MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATIONS ARE A7 O CAL GREEN RESIDENTIAL CHECKLIST (E) SLOPE THESE IMPROVEMENTS PLANS, THE CITY ENGINEER SHALL HAVE THAT PARTY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS A8.0 CONSTRUCTION BEST MANAGEMENT PRACTICE (E) 1-STORY b a L,ROOF TO BE COMPLETED AT THE SOLE EXPENSE OF OWNER AND OR CONTRACTOR. TO REMAIN 7. CONTACT PUBLIC WORKS, BRACKET (408) 777-3104, FIRE INSPECTION OF STORM LANDSCAPE DRAINAGE AND PUBLIC IMPROVEMENT IF ANY. L1 .0 EXISTING, PROPOSED LANDSCAPE & IRRIGATION PLAN a/6/2T EVISE° PER PLANNING8. CONTRACTOR\OWNER IS RESPONSIBLE FOR DUST CONTROL AND ENSURING THAT AREA MARK DATE REVISIONS INITIA ADJACENT TO THE TO THE WORK IS LEFT IN A CLEAN CONDITION. L2.0 LANDSCAPE PLAN AND DETAILS 9. CONTRACTOR\OWNER SHALL REVIEW CITY DETAILS 6-4 ON TREE PROTECTION PRIOR TO ADDITION AND ALTERATION ACCOMPLISH ANY WORK OR REMOVING ANY TREE. REAR YARD 10. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE WATER RENEE & PARVEEN RESOURCES CONTROL BOARD FOR ANY ACTIVITY, WHICH DISTURB THE SOIL IF ANY. VICINITY MAP 11. ALL DOWN SPIKE TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM THE GULATI RESIDENCE BUILDING FOUNDATIONS AND DIRECTLY TO LANDSCAPE AREAS. 12. ALL WORK SHALL COMPLY WITH APPLICABLE FEDERAL LAWS, STATE STATUTES, LOCAL ORDINANCE AND REGULATIONS OF AGENCIES HAVING JURISDICTION. 10140 STERN AVE STEVENS CREEK BLVD 13. THE INTENT OF THE CONTRACT DOCUMENTS IS TO ALLOW FOR THE PERFORMANCE OF THE WORK. EVERY ITEM NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY MENTIONED OR CUPERTINO, CA 95014 SHOWN. UNLESS EXPRESSLY STATED, ALL SYSTEMS AND EQUIPMENT SHALL BE COMPLETED SITE CALVERT 2 - AND APPROPRIATELY OPERABLE. FURNISH AND INSTALL ALL SPECIFIED AND APPROPRIATE w 8p ITEMS, AND ALL INCIDENTAL ACCESSORY AND OTHER ITEMS NOT SPECIFIED BUT REQUIRED > SINGLE FAMILY HOME APARTMENT COMPLEX (NOO°23'00"W) 50'-0 „ FOR A COMPLETE AND FINISHED ASSEMBLY. a 14. PROVIDE PROTECTION TO ALL EXISTING FINISHES IN ALL SPACES WITHIN OR ADJACENT TO z o w a THE SCOPE OF WORK. THE CONTRACTOR SHALL PATCH AND REPAIR ANY DAMAGE CAUSED m z SAN JOSE BY HIM OR HIS SUBCONTRACTORS. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS W NOTED HEREIN. N PRP�F wP� TITLE SHEET 15. ALL EXTERIOR DOORS AND WINDOWS SHALL BE WEATHER STRIPPED OR SEALED. CAULKING SHALL MATCH/ADJ. MATERIAL COLOR. NORTH 16. DO NOT SCALE DRAWINGS LOREE AVE PROPOSED ROOF PLAN 17. PROPOSED PROJECT SHALL BE COMPLIANCE WITH LOW IMPACT DEVELOPMENT & GREEN 1BUILDING PER CITY GUIDELINES o J 04-2400 SCALE: 1/8" = 1'-0" SCALE: S% 18. PROPOSED PROJECT SHALL BE COMPLIANCE WITH CUPERTINO MUNICIPAL CODE FOR DARK SKY COMPLIANCE. o Z a DATE: JOB# 15-3766A w U 19. NO ADDITIONAL PLANTS TO BE PLANTED. EXISTING DRIP IRRIGATION TO REMAIN. CH. SHEET NORTH 20 NO EXISTING AND PROPOSED TURF. THEREFORE NO ADDITIONAL WATER REQUIRED FOR TILSON AVE. DR. A1 .0 IRRIGATION. APP. I SCALE ALL DRAWINGS AND WRITTEN MATERIAL APPEARING ommunity Development Department RENEE and PARVEEN HOME ADDITION AND ALTERATION HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHTECT AND MAY NOT BE Planning Division — Cupertino DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN LEECONSENT OF ARCHITECT CUPERTIN APPROVED 10140 STERN AVENUE nRrNITECT Case It RM-2022-030 Application Number(s) PLAN EXTRA ASSOCIATES INC. Appro I Body: Director/ Staff CUPERTINO, CA 95014 Project Management.Architecture.Interiors.BIM Appro I Date 10140 STERN AVE Cupertino, CA 95014 v 12/19/22 PARVEEN GULATI, ARCHITECT (415) 612-0264 Signat a Danielle Condit Case Manager LEGEND Renee and Parveen CNO CALIFORNIALIFOR 95014 (E) METER CD ZTERN AVENUE WATER LINE Q STERN AVENUE � � \ EXISTING 1- STOREY TO REMAIN X ROLLD CURB X X X X � CD X X -A LD � Q0 WALK WALK U mn CD - / / 1 (E) CONC. PAVERS m ° co CA n U1 p W I I d d o° 00`23'00"W 50'-0" (N00°23'00"W) / MULBERRY MULBERRY ��/ / (E) CONC. PAVERS TO REMAIN F F F F TREE �\ � C-0 TREE (TO REMAIN) N � i0wo E 2" F9 Q0 \ I O 2 w I\ � / — LEMON o E " z � (E) CONC. PAVERS TO REMOVE TREE P �I 10140 / 10128 LEMON Na I z \ 10150 w m o TREE �� FRONT YAR "� (TO REMAIN) w FRONT YARD J (E) PAVED/ X �(E) PAVED/ 4C z N CONC.AREA I �Q z / EXISTING CITY CONC.AREA I EXISTING CITY (E) ONE CAR GARAGE TO DEMOLISH J� u J �� o "co F co TREE ( )� w _ TREE TO REMOVE J TO REMOVE PER PUBLIC WORK PUBLIC WORKS CONFIRMATION (E� CONC � 10150 I (E) CONC FORM-DATED-9-21-22 CD CDEXISTING WALL TO REMAIN J� r,� �� �� �� �� (TO REMOVE 10128 CA �J X X �� EXISTING WALL TO DEMOLISHED —— o� 13.78 cc WOODEN FENCE o . I o WOODEN FENCE I % -- 5'-0" HIGH J� z U z w -1 " E 0 � CAR � � /� z 5 -0 HIGH EXISTING PROJECTION N REMAIN �) NE I o (TO REMOVE) (E) ONE CA I WOODEN FENCE EXISTING PROJECTION TO REMOVED o� N Div (E) CONC. �� RA / \ z N WOODEN FENCE GARAGE/ J E � 5'-0" HIGH (E) CONC. (E) CONC. 5'-0" HIGH PAVERS AUN15RY (�)VERS PAVERS O REMOVE LA PP/AVERS LD I ( ) DEMOLISH (1',0 REMOVE (TO REMOVE) SHEET NOTES 3.05 �_47, (E) TEMP. 00 o (E) GAS METER (E) TEMP. STORAGE SHEDO STORAGE SHED (E) GAS METER (TO REL CAT ) E WATER HEATER E WATER HEATER TO R LOC TE z O � O ( ) 4'X9'-6" O J L (E) A/C UNIT z o 4'X9'-6" (E) A/C UNIT (TO RE OVE RELOCATE (E) PG&E GAS METER TO (N) LOCATION ,, (TO RELOCATE) � O X EXISTING WATER METER TO RELOCATE O O Cn F— O CO NORTH SIDE WOODEN o NORTH SIDE WOODEN O 5. O 1 Cfl O EXISTING WOODEN FENCE ON PROPERTY LINE TO REMAIN J � O FENCE 6'-0" HIGH FENCE 6'-O" HIGH Cil "0 1 J (TO REMAIN) `DO 9 J 1 O O 00 C� N D 1 O CD z J F.F. 7 I o 0 L.F.-97.51 Io L \� \T r— D 1 o (E) CONC. (E) 1-STORY (E) CONC. (E) CONC. PA RS PAVERS ) C i 0 PAVERS PAVERS (E) 1-STORY PAVERS N O O 1 (TO REMAIN) TO REMAIN (TO REMAIN) CY] _T] CD o mw o o O r o 0 0 CIAoo O ° O JI 2.93' 00 N 64 Q 64 Q Q � 0CD n J cC X CO co — — — — — — — — — -- — — — — — — — — — — m _-1J — cc Q0 CZNo (E) 8" AMERICAN (E) 8" AMERICAN 0) o jv o� ELM TREE ELM TREE 9/6,, DEVISED PER PLANNING = REAR YARD z- REAR YARD TO REMAIN MARK DATE REVISIONS INITIA SOUTH SIDE WOODEN cn V �CDSOUTH SIDE WOODEN ( ) FENCE 5'-9" HIGH PYRUS CD FENCE 5'-9" HIGH SHRUB PYRUS SHRUB Iv SH z N v SHRUB ADDITION AND ALTERATION CDO (TO REMAIN) (TO REMAIN) J O CA c (E) PUNICA v X (E) PUNICA ° RENEE 8c PARVEEN GRANATUM4tG Cl � GRANATUM SHRUB LO zco SHRUB GULATI RESIDENCE 77(_000 0 CA (TO REMAIN) n� (E) OVERHEAD POWER NO 0 NO 10 HO HO DROP - (E) ELECTRIC POLE (TO REMAIN) _ 10140 STERN AVE ELECT o o o M 0 `° (N00°23'00"W) 50' 0" POLE w ARMENIACA TREE z (E) ELECT (E) 3" PRUNUS 00 POLE CUPERTINO, CA 95014 GRANNY (TO REMAIN) ARMENIACA TREE (E) 4 " (TO REMAIN) (E) 4" GRANNY SINGLE FAMILY HOME SMITH TREE SMITH TREE EAST SIDE WOODEN EAST SIDE WOODEN FENCE 6'-10" HIGH FENCE 6'-10" HIGH (TO REMAIN) EXISTING—SITE PLAN AND NORTH DEMOLITION PLAN EXISTING SITE PLAN QDEMOLITION PLAN 1 SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0'> SCALE Ss# - - DATE JOB# 15-3766A CH. SHEET DR. A1 .1 APP. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING ommunity Development Department RENEE and PARVEEN HOME ADDITION AND ALTERATION HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHTECT AND MAY NOT BE Planning Division — Cupertino DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN LEICONSENT OF ARCHITECT CN APPROVED Case # RM 10140 STERN AVENUE Case -2022-030 nPrNITECT Application Number(s) PLAN EXTRA ASSOCIATES INC. Appro I Body: Director/ Staff CUPERTINO, CA 95014 Project Management.Architecture.Interiors.BIM ApprovI Date 10140 STERN AVE Cupertino, CA 95014 12/19/22 PARVEEN GULATI, ARCHITECT (415) 612-0264 Signat a Danielle Condit Case Manager (E) CITY TREE PER CITY GUIDELINES Renee and Parveen (TO REMOVE/PERMIT) 10140 STERN AVh � 5 CUPERTINO CALIFORNIA 95014 STERN AVENUE STERN AVENUE CZ STERN AVENUE 2 SHEET NOTES U CD x ROLLED CURB x x x x x x 1 NEW PROPOSED PG&E GAS METER LOCATION. CDWALK WALK " N O RELOCATE (E) PG&E METER TO (N) LOCATION 'V O EXISTING WATER METER TO REMAIN PG G S LINE / " N00°23'00"W T N00°23'00"W ) EXISTING WOODEN FENCE ON NORTH, SOUTH 50 0 ( ) 5 0 ( ) 0 N 00°23 00 W O AND WEST SIDE TO REMAIN Y 50.00' F (n m �m ° m ® ALL THE UTILITIES, AND OTHER PUBLIC WORK J a AS PER CITY GUIDELINES SHALL BE _ W ^ Y 1m �n w _ _ C° m �o'� FIR NT RD cD Q O� ,9S to / N zo m FRONT YARD o� o v CO-ORDINATE WITH PUBLIC WORKS AND b _� q�'1'q �TF o i� o m � ;� o a BUILDING DEPARTMENT DURING BUILDING o (L w =Q w w ��` / w w N z 00 ) PERMIT SUBMITTAL o FRONT YARD Ld C 0 Qf LO `�' CD o m o b zo o m N zo O ALL TREE'S TO REMAIN, EXCEPT CITY TREE / w L.LJ w CD _ TO REMOVE AS PER CITY GUIDELINES/PERMIT 39'-6" 0 39'-6" "' Z o' z_ 0 39'-6" w ENTRANCE I o o � .� w 6 - o J o o 0 6 RAIN WATER COLLECTED AT RAIN BARREL'S FOR °0 m m D x �x o f WATERING/IRRIGATION O O ■ O �N 0 1 ■ NCO z� m J� I 0F IF IF J i+? v ° U w J co N PROPOSEDL_ 15 8 0 0 ADDITION � O J O J Jf O� �M �6� _ olD coJ `x 5'-4" 5-4 00 O 1 (N) LIVING ROOM BUILDING 1 J BUILDING _ 5'-2" (N) PROPOSED 15'-1 " 04 T 5'-2" (N) R POS I I SIDE SET T 5'-2" x SIDE SET El BACK o. 3 78 BACK o r ADDITION BUILDING AD ITI N BUILDING w J o o D N SIDE SET SIDE SET I ,,, S 19 8 7 16 15 14 C° M BACK � � BACK L- r (N) v) a > o­1 1 z 1 O N N b ;� shoe z TOILE b\ a b o CDN z N 04 (N) GARAGE aosEt i -,12 a 11 (2 CAR PARKING) SrTAA�eW 10 6 (N) OPEN TO SKY m 5 - ( ) T ; , � o L \ 0 4 COURT �UNKEN DECK (N) OPEN TO SKY i' Z N ROOM 3 (N) OPEN TO SKY I co D z I Z COURT 2 COURTYARD Z J 6 UP up 1 (E) A/C CA .F.=97.51 I RELOCATE z 0 O � � � x F_ O 00 o 5. 0 � �D �D o � I (E) � �o � � o 0 / \ OWDER TOILET � 0 0 5 \ O O \ � R EXISTING (� � / / EXISTING ROOM (No BED NO WORK) o 0 0 �? D (NO WORK) I� D O � \ _ 00 CD CDOSTINGL Cn KITCHEN \��I (� D (BREAK FAST LOUNGES) `\ V�' O O� \ j O (NO WORK)O EIOSTING I 0 `0 o KITCHEN w C� EXISTING � w I � o r� o � .����� BED ROOM N Q i� � tpl (NO WORK) Q O O - - - ��, J �1 O fl o 0 O 0 0 `a°` z � C) o o ` o�J ZJ z � o � �_ O �� C)�z � / O 00 = o mco J w ~ o � (E) 1-STORY 2.g 3' 3 w = / / (E) 1-STORY j� � .-. a � .-. N O b� w � Dingy w 1 TO REMAIN z Q = w „ L TO REMAIN z (E) 1-STORY w z / EXISTING ROOM V' o b w 0 z w o N / Nob w O a 0 = \ O w Z C Z O \ ° O w Z 0 TO REMAIN z w Z 1i / w - EXISTING ROOM rnz 9. 0-) N D L0 A c 00 w U II = 11 x J zo ow UJ o cn U_ a fl O O �� o N o )/6,, DEVISED PER PLANNING o REAR YARD \�c`'� REAR YARD N z Q � L 2 REAR YARD C� o MARK SATE REVISIONS INITIA ,A0�P� � < �'9,,y N z N o CD _UADDITION ANDALTERATION Nkw c RENEE & PARVEEN � x � cn ' ' 0 Ca 11 s o O - - zP, GULATI RESIDENCE — - - - - - - - - - - - -o �- - - - - - - - - - - Zw Z� O J L— Ho 010 NO o Ho Ho 10140 STERN AVE (N00°23'00"W) 50'-0" (N00°23'00"W) 50'-0" o � o o ::E Cn CUPERTINO CA 95014 Z N Z Z Z �l CA � Z n n n n n EAST SIDE WOODEN EAST SIDE WOODEN SINGLE FAMILY HOME FENCE ON PROPERTY FENCE ON PROPERTY LINE= 6'-10" HIGH LINE= 6'-10" HIGH APARTMENT COMPLEX (TO REMAIN) APARTMENT COMPLEX (TO REMAIN) APARTMENT COMPLEX SAN JOSE SAN JOSE SAN JOSE PROPOSED-SITE PLAN NORTH PROPOSED SITE DECK LEVEL PROPOSED SITE FLOOR LEVEL PROPOSED SITE /OVERLAY SURVEY PLAN 3 SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" SCALE: S% 04-2400 DATE: JOB# 15-3766A CH. SHEET DR. A1 .2 APP. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING omm nitbPSV .l�,p.l�'lXAA[ �a,l �1:1.tnAILS AREA CHART WORK NOFOTHE (ARCH TUTE ORIGINAL AND AND UNPUBLISHED NOTU BESHED Planning`JDiivisii'onn—CU Cupertino DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN LEECONSENT OF ARCHITECT cUPERTIN ED APPROV Case# R APPROVED (N) HABITABLE AREA INCLUDING 2 CAR GARAGE- (A) AREA = 1076 SQ. FT nRrHITECT Applic .tie��N.w.mber(s A (N) HABITABLE AREA INCLUDING 2 CAR GARAGE- (A) (E) HABITABLE AREA TO REMAIN-(e) AREA = 1300 SQ. FT PLAN EXTRA ASSOCIATES INC. Appro I Body: Director/ Staff / AREA = 1076 SQ. FT Project Management.Architecture.Interiors.BIM A rov I Date 12/19/22 10140 STERN AVE Cupertino, CA 95014 pp Signat e anielle — LOT SIZE AREA = 5350 SQ. FT PARVEEN GULATI, ARCHITECT (415) 612-0264 - C r (N) PORCH (B) TOTAL PROPOSED AREA 1300 + 1076 = 2376 SF AREA = 30 SQ. FT PROPOSED FAR 2376 550 =44.41 _ 3 / _ _% Renee and Parveen 10140 STERN AVh (N) CANTILEVER BAY WINDOW- (C) (N) PORCH- (B) (NOT INCLUDED IN COVERED AREA) AREA = 30 SQ. FT CUPERTINO CALIFORNIA 95014 AREA = 19 SQ. FT (N) CANTILEVER BAY WINDOW- (C) AREA = 19 SQ. FT (NOT INCLUDED IN COVERED AREA) (E) HABITABLE AREA TO REMAIN-(e) (E) GARAGE/STORAGE/ LAUNDRY TO DEMOLISH- (e-d) AREA = 300 SQ. FT AREA = 1300 SQ. FT TOTAL EXISTING IMPERVIOUS (DRIVEWAY/PATIO/SIDEWALK) AREA = 1938 SQ. FT EXISTING IMPERVIOUS DEMOLISH (DRIVEWAY/PATIO/SIDEWALK) AREA = 1636 SQ. FT (E) GARAGE/STORAGE/LAUNDRY TO DEMOLISH- (e-d) EXISTING IMPERVIOUS RETAIN (DRIVEWAY/PATIO/SIDEWALK) AREA = 302 SQ. FT AREA - 300 SQ. FT NEW IMPERVIOUS (DRIVEWAY/PATIO/SIDEWALK) AREA = 875 SQ. FT TOTAL IMPERVIOUS (EXISTING IMPERVIOUS RETAIN + NEW AREA = 1177 SQ. FT (302 + 875) TOTAL OVERHEAD/PROJECTION AREA = AREA = 242 SQ. FT _ (N) PROPOSED + (E) TO REMAIN 50'-0" (N00°23'00"W) 50'-0" (N00°23'00"W) (N) DRIVEWAY (N) PORCH 39' 6" AREA = 30 SQ. FT 19' 3" 10'-0" 4 44\-_l 3„ 39' 6 o ) N (N) CANTILEVER 8'-g„ BAY WINDOW AREA = 19 SQ. FT 13'-9" - - - (N) HABITABLE AREA INCLUDING 2 CAR GARAGE- (A) DETAILS (N) HABITABLE AREA (N) HABITABLE AREA PROPOSED/ = 076 SQ . T (N) HABITABLE AREA INCLUDING 2 CAR GARAGE— (A) AREA = 1076 SQ. FT INCLUDING 2 CAR GARAGE INCLUDING (A) (A) 12 CAR GARAGE � 39'-6" X 31'-6"= 1244.25 AREA = 1076 SQ. FT (E) GARAGE/STORAGE/ LAUNDRY TO DEMOLISH (-) 15'-0" X 11'-3" =168.75 o (e—d) _ 13 - (E) GARAGE/STORAGE/ O LAUNDRY TO DEMOLISH 1244.25 - 168.75 = 1075.5 8 15' 0" AREA = 300 SQ. FT Ct 6 4 3 36' 8" 2 UP 15' 0" 25'-8„ I o o o (E) HABITABLE AREA TO REMAIN-(e) DETAILS 00 cc � o (E) HABITABLE AREA TO REMAIN-(e) AREA = 1300 SQ. FT 0 0 F.F.=97.51 00 cn O O N N O EXISTING HABITABLE AREA TO REMAIN CD(e) EXISTING HABITABLE AREA I TO REMAIN I EXISTING 1300 SQ. FT 0 0 (e) o o r� r� 0 0 0 0 1 (e) 1/6,, EVISED PER PLANNING 2' 114 2'-114" (E) HABITABLE AREA (N) PORCH- (B) MARK DATE REVISIONS INITIAL TO REMAIN o J AREA - 1300 SQ. FT 0 N (N) PORCH- (B) AREA = 30 SQ. FT ADDITION AND ALTERATION --Y N RENEE & PARVEEN s 10'-0" x 3'-0" = 30.0 GULATI RESIDENCE JJ 39' 51/2 39'-5112" 10140 STERN AVE CUPERTINO, CA 95014 SINGLE FAMILY HOME (N) CANTILEVER BAY WINDOW- (C) AREA CALCULATION (N) CANTILEVER BAY WINDOW- (C) AREA = 19.0 SQ. FT BLOCKED OUT AREA DIAGRAM (N00°23'00"W) 50'-0" (N00°23'00"W) 50'-0" 8 -9 X 2 -6 = 21.875 (-) 1'-3" X 2'-6" = 3.125 SCALE: SS# 4-2400 DATE: JOB# 15-3766A 0_PROPOSED SITE COVERAGE �XISTING/�EMOLITION SITE COVERAGE 21.875 - 3.125 = 18.75 CH. SHEET / „ _ / _ , » REA DIAGRAMSCALE: 1 8 1 -0 E: 1 8 1 -0 SCALE: 1/8" = 1'-0" DR. A1 .3 APP. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING ommunity Development Depaent HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED EllPI n%A1FE `Vi1 �LQ ti•�-PROPOSED FRONT NEW PROPOSED IMPERVIOUS AREA = 493 SQ. FT IMPERVIOUS CALC-EXISTING TO REMAIN WORK OF FED EUSED ORCT AND DSMD wINOHo BE WRITTEN P FRONT YARD AREA = 50' X 20' =1000 SQ. FT CONSENT of ARCHITECT CUPERTIN FRONY OPOSED IMPERVIOUS AREA -(FRONT YARD) Case # 2 - 30 AREA = 493 SQ. FT (ei-r) = 37.5 + 126.3 + 60.75 = 224.55 OF FRONT YARD AREA1000 SQ. FT ARCHITECT o - i D1 " = 37.5 PLAN EXTRA ASSOCIATES INC. Appro I Body- Director/Staff 50% OF 1000 SQ. FT = 500 SQ. FT (ei-r) = Project Management.Architecture.Interiors.BIM 8 -5 x 15 -0 = 126.3 10140 STERN AVE Cupertino, CA 95014 Appro I Date (ui) =29'-3" X 9'-3" m 85.56 493 SQ. FT < 500 SQ. FT I 4'-6" x 13'-6" = 6 0.7 5 PARVEEN GULATI, ARCHITECT (415) 612-0264 Signat a anielle Condit Case Manager (ei-r) = 60.0 + 17.5 = 77.5 (D + Di) = 406.6 + 85.6 = 492.2 ii Renee and Parveen TOTAL E IMPERVIOUS AREA TO DEMOLISHED ' " ' " 10140 STERN AVE 1636.0 SQ. FT 24 -0 x 2 -6 = 60.0(ei-r) = cuPERTIrro NEW PROPOSED IMPERVIOUS AREA 3'-6" x 5'-0" = 17.5 CALIFORNIA 950I4 ii (NORTH AND SOUTH SIDES) AREA = 382 SQ. FT (F) = 3'-0" X 31'-6" = 94.5 (ei-r) + (ei-r) = TOTAL (Ei) = 3'-9" X 31'-6" = 118.12 i ii 224.55 + 77.5 = 302 (E) = 15-0" X 11"-3" = 168.75 (F + Ei + E) =94.5 + 118.12 + 168.75 =381.37 TOTAL (E) IMPERVIOUS AREA TO REMIAN 302 SQ.FT TOTAL NEW PROPOSED IMPERVIOUS AREA =493 + 382 = AREA = 875 SQ. FT N IMPERVIOUS AREA PROPOSED 875 SQ.FT. (E) IMPERVIOUS AREA TTO DEMOLISH 1636 SQ.FT LLLLLLLLLLLLLLLLLL LLLLLLL L_L_L_L_L_L_L_L_L_L_L 50'_ „ (N 00°2 '00"W) 50'-0" (N00°23'00"W) LLLLLLLLLLLLLLLLLL LL=L LPL 0 17'-10" �_L-L-L L L-L-L-L-L-L-L-L-L L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L 1 16'-2" L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L L_L-L-L(�)L-L-L-L-L-L-L-L-L-L-L-L LLL-L- L-L-L-L-L-L-L-L-L-L-L-L L_L_L-L-L-L-L-L-�_L.L-L-L-L-L-L L- " C 20'-0" L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L " o L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L- 18-4 `V L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L L L _L-L LLLLLLLLLLLLLLLLLLLL _LLL 24-5 21 -2 10-0 _ 8-8 " LLLLLLLLLLLLLLLLLLL Lry � OVERHANG CAL C-PROPOSED� 19 -3" - - - - - - - - - - - - - - - -L L o s 1 _5» - - - - - - - - - - - - - - - -L - - - - - -L 4" � o 3-9" - - _ _ _ _ _ _ _ _ _ _ _ _ _L -= G) = 10 -0 X 3 -0 = 30.0 SQ.FT L-L-L-L-L-L- ■ N I i �]_N'4177 I I JcV /1\ /T\ va LO L?KY PEN TO (Gi) = 6.35 + 1.98 = 8.33 SQ.FT CV (Gi) (Gii) 19'-3" X 4" = 6.35 OPEN TO 63 SQ. FT Giii (GI) - (/4 NOS MULTIPLY 1'-6" X 4" = 1.98 KY (N) OVERHEAD AREALL (Giii) l ) LLN 20,-6" (Gii) = 26 -(.18) -(1.77) =24 SQ.FT NEW PROPOSED ,N NEW PROPOSED 8 -8 X 3 -0 =26 F L- L-L- (Gii) = MINUS = 1/2 X 6" X 9" =.18 L LL 3'-7" 29'-3" MINUS = 1/2 X 1'-5" X 2'-6" =1.77 L L-L LL , (Giii) = 6" X 1'-6" =.75 SQ.FT _LLL L-L-L-L-L-L-L L-L-L-L- L-L L L-L-L-L-L-L-151IL-L- L-L LL L LLLLLL (G) + (G i) + (Gii) + (Giii) = TOTAL z L�L-,LLLLLL L M t LLLl',yLLI`�`�/` LLLLLL 30 + 8.33 + 24 + .75 = 63 SQ.FT _LL Ku�pl LL& L- L-L-L-L-L-L-L-L-L-L-L-L-L-L-LL Fl I L I L -LLLLLLLLLLLLLLLLLE NEW PROPOSED OVERHANG AREA 63.0 SQ.FT L-L-L-L-L-L_L_L_L L L L I JU 2'-3" 12'-3" 0 s'-o" 0 OVERHANG CALC-EXISTING L- L- L 0 0 LLLLL (ea-r) = 22'-6" X 2'-3" = 50.62 SQ.FT L- L- L- L- L- L- � 8'-5" F.F.=97.51 � L L L L L (�� L L eI7 o `° o o (ea = 25'-0" X 2'-3" = 56.25 SQ.FT L- L�0__ L- L- (ii) I I I 1 1 L L L L EXISTING TO REMAIN L o 1 N o N EXISTING TO REMAIN N II LO L L L L (ea-r) = 59.25 + 6.75 + 5.5 = 71.50 SQ.FT L/ DEVISED PER PLANNING L L L o o MARK DATE REVISIONS INITIA L L 39'-6" x 1'-6" = 59.25 ILL � � (ea-r) = 13,'-6„' x 6„' = 6.75 ADDITION AND ALTERATION L � 11 -0 x 6 = 5.5 RENEE & PARVEEN LL 4'-s" GULATI RESIDENCE L- L- 6" 6" I � �J - (ea-r) + (ea-r) + (ea-r) = TOTAL L_ � I i ii iii 1 10140 STERN AVE - - - - - 50.62 + 56.25 + 71.50 = 178.37 SQ.FT `� CUPERTINO CA 95014 0 0 Lt- (E) OVERHEAD AREA (E) IMPERVIOUS AREA (E) IMPERVIOUS AREA TO REMAIN 179 SQ. FT SINGLE FAMILY HOME rn TO REMAIN 302 SQ.FT. rn TO REMAIN 302 SQ.FT. 39 -6 EXISTING OVERHANG AREA 179.0 SQ.FT In In 00 AREA CALCULATION 0 o TOTAL OVERHANG AREA = EXISTING + PROPOSED BLOCKED OUT AREA 0 0 TOTAL OVERHANG AREA = 179 + 63 = 242 SQ. FT DIAGRAM (N00°23'00"W) 50'-0" (N00°23'00"W) 50'-0" SCALE: SS# 04-2400 DATE: JOB# 15-3766A C�LSMCA ERVIOUS CALC-PROPOSED 4 IMPERVIOUS CALC-EXISTING TO REMAIN & DEMOLISH OVERHANG AREA CH. SHEET LE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" SCALE: 1'-0" DR. APP. A1.4 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING ommunity Development Department HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHTECT AND MAY NOT BE Planning Division — Cupertino DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN EECONSENT OF ARCHITECT CUPERTIN APPROVED Case # RM-2022-030 nPrNITECT Application Number(s) PLAN EXTRA ASSOCIATES INC. Appro I Body: Director/ Staff Project Management.Architecture.Interiors.BIM ApprovI Date 10140 STERN AVE Cupertino, CA 95014 12/19/22 PARVEEN GULATI, ARCHITECT (415) 612-0264 Signat e Danielle Condit LEGEND Case Manager r — — — — — — — — EXISTING WALL TO REMAIN Renee and Parveen EXISTING WALL TO DEMOLISHED 10140 STERN Avg', CUPERTINO EXISTING PROJECTION TO REMAIN CALIFORNIA 95014 EXISTING PROJECTION TO REMOVED EXISTING 1- STOREY GARAGE/LAUNDRY/STORAGE TO DEMOLISH II I (E) ' I (E) GARAGE/ � i GARAGE/ STORAGE/ STORAGE/ LAUNDRY (E) SINK I LAUNDRY (E) SINK TO TO REMOVE DEMOLISH — (E) WASHER/DRYER I i (E) PG&E GAS METER (E) WATER HEATER (E) PG&E GAS METER (E) WATER HEATER (E) ROOF (E) A/C TO REMOVE AND RELOCAT TO REMOVE AND RELOCATE PROJECTION ABOVE (E) A/C TO REMOVE TO REMOVE ENT w w O O Q Q Z Z 0 oz C; o � Q . F. = 97.51w F.F.=97. 51 ww EXISTING ROOM �,OWDER ) EXISTING � 0 EXISTING ROOM (E) EXISTING (NO WORK) (E) BED R00M `` (NO WORK) (E) BEDR00M0 NO WORK �OINDER NO WORK T01 LET ( ) � T01 LE ( ) R M ( O (NO WORK) R M ( O (NO VORK) EFF. 97. 25 EXISTING EXISTING KITCHEN EXISTING KITCHEN EXISTING (BREAK FAST LOUNGE) � (BREAK FAST LOUNGE) (NO WORK) BED ROOM (NO WORK) BEDROOM (NO WORK) (NO WORK) O C O O O C C O 0 EXISTING ROOM EXISTING ROOM EXISTING ROOM EXISTING ROOM C/6,, DEVISED PER PLANNING MARK DATE REVISIONS INITIA ADDITION AND ALTERATION RENEE 8c PARVEEN (E) ELECTRIC (E) ELECTRIC GULATI RESIDENCE ELECTRIC MAIN/PANEL ELECTRIC MAIN/PANEL 10140 STERN AVE CUPERTINO, CA 95014 SINGLE FAMILY HOME EXISTING FLOOR PLAN AND NORTH DEMOLITION FLOOR PLAN EXISTING FLOOR PLAN Q_DEIVIOLITIO N FLOOR PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: SS# 4-2400 DATE: JOB# 15-3766A CH. SHEET DR.APP. A2.0 A ALL DRAWINGS AND WRITTEN MATERIAL APPEARING ommunity Development Department HEREIA6.0 A6.0 A6.1 A6.0 WORK NOFO THE (ARCH TUTE ORIGINAL AND AND UNPUBLISHED NOTUBESHED Planning Division — Cupertino C B A DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CUPERTIN APPROVED CONSENT OF ARCHITECT Case # RM-2022-030 nPrNITECT Application Number(s) PLAN EXTRA ASSOCIATES INC. Appro I Body: Director/ Staff Project Management.Architecture.Interiors.BIM Appro I Date 12/19/22 39'-6" 10140 STERN AVE Cupertino, CA 95014 39 -6 40 PARVEEN GULATI, ARCHITECT (415) 612-0264 v Signat a Danielle Condit 10'-0" Case Manager 20'-0" 00, 19'-3" t 1'-3" 6'-3" 1'-3" 2'-0"00, 40 Renee and Parveen 10140 STERN AVh a CUPERTINO CALIFORNIA 95014 W1 0� W1 7 F -1 F W6 ® 1a � � � � � F 6" 1 -0 W6 ►� 1a N 1a D1 � ` D1 D8 20'-0" D8 WALL LEGEND 0 0 EXISTING WALL TO REMAIN b [ ] EXISTING WALL TO DEMOLISH NEW WALL C M � N EXISTING PROJECTION TO REMAIN M (N ) LIVING ROOM (N ) LIVING ROOM 0 18'-3" x 13'-0" A6.0 18'-0" x 13'-0" A6.0 EXISTING PROJECTION TO REMOVED C — —-- NEW PROJECTION N L D7 D7 GENERAL NOTES O 8OD4 (N ) _ D4 (N ) 1. REFER A3.0 FOR DOOR AND WINDOW O O SCHEDULE/ELEVATION DETAILS TOILE S1 I C__) TOILE7 2 SHOE z SHOE r z GARAGE (N ) GARAGE(N) CLOSET'_ Q =D L D3 BELOW < D3 BELOW Q x (2 CAR PARKING) O STAIR 1 (2 CAR PARKI ) STAIR 11 r� 9 ED ED � 0 9 � 00, (N) Q 8 (N) 5'-0" �'-0" � @ 8 a = 7 = z 7 RISER=7" RISER=7" 4 (FALSE CEILING ® 10' HT.) T L v 6 TREAD=10 1/2" 4 T L 6 TREAD=10 1/2" w 5 WIDTH=36" WIDTH=36" i� F (N ) ROOM 0 4 I N) ROOM 6 4 12'-6" x 10'-0" C , 0 3 (N ) OPEN TO SKY A6.o ,2°-6" x ,0'-0" �, 3 (N ) OPEN TO SKY A6.0 D4 2 COURTYARD 6" 2 COURTYARD UP 1 W � UP 1 L 24-6 ✓.11 3'-0" 15'-0" 24'-6" D6 F. r . — 9 DS G2 15'-0" D6 0 F - 7 5r D5 G2 (E) ROOF 0 PROJECTION TO REMOVE 77E: 77=1 \ --- (E) / \ (E) O �OWDER i TOILET o OWDER TOILET O R � (NO W /EXISTING O R (NO WORK) /EXISTING EXISTING R00 BED ROOM � EXISTING R00J BED ROOM (NO WORK) (NO WORK) 0 0 (NO WORK) NO WORK 0-) �. �. = 97. 51 EF. F. = 77. 51 00 E 00 LS - � U� \ KITCHEN KITCHEN (BREAK FAST LOUNGE) \(BREAK FAST LOUNGE) (NO WORK) / (NO WORK) / EXISTING \ EXISTING \ KITCHEN EXISTING KITCHEN EXISTING 0 BED ROOM ���P� BEDROOM WORK)(NO�\�G` SG�e \ `p OQ�1 \ (NO WORK) G 9/6,, DEVISED PER PLANNING MARK DATE REVISIONS INITIA ADDITION AND ALTERATION RENEE & PARVEEN GULATI RESIDENCE EXISTING ROOM � � EXISTING ROOM 10140 STERN AVE CUPERTINO, CA 95014 EXISTING ROOM EXISTING ROOM\ SINGLE FAMILY HOME PROPOSED FLOOR PLAN C B F A SCALE: SSA 04-2400 A6.0 A6.0 A6.1 A6.0 DATE: JOB# 15-3766A PROPOSED FLOOR" PLAN 2 PROPOSED FLOOR PLAN—(Overlay Exsiting to Demolishe CH. SHEET SCALE: 1/4" = 1'-0 SCALE: 1/4" = 1'-0" (DIMENSION PLAN) °R. A2.1 APP. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING ommunity Development Department HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHTECT AND MAY NOT BE Planning Division — Cupertino DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT CUPERT INC APPROVED Case# RM-2022-030 NOTE:—RAIN WATER COLLECTED necNITECT ApplicationNumber(s) AT RAIN BARREL'S FOR PLAN EXTRA ASSOCIATES INC. Appro I Body: Director/ Staff TILE ROOF WATERING/IRRIGATION Project Management.Architecture.Interiors.BIM Approv 11 Date 12/19/22 RIDGE LINE 10140 STERN AVE Cupertino, CA 95014 RAIN WATER W5 PARVEEN GULATI, ARCHITECT (415) 612-0264 Signat a Danielle Condit GUTTER TILE ROOF 36" X24" Case Manager TILE ROOF ROOF AWNING/ RAIN WATER o SHADE OPEN TO SKY GUTTER N Renee and Parveen 10140 STERN AVh CUPERTINO LILLL] =4 0 CALIFORNIA 95014 J a N 00 00 I I 1 a O I_ cCIDF 00 10 I 00 1 1 M 1 iV a0 (V SLOPE 6/12 TYP. SLOPE 9/12 TYP. o D2 D3 DS D6 D7 W2 W6 W7 W1 1a SLOPE TYP. 36" X 80" 24" X 24" 48" X 48" 36" X 48" 36" X 12" 63" X 66" 18" X 66" w J FLAT DECK PARAPET _Nt S-0" HIGH RAILING WALL (TOW 17'-0") 19 18 17 16 15 14 O Q S-0" HIGH W6 w RAILING o 64" X 24" Z � z Q � I PARAPET 12 N WALL (TOW 17'-0") TOP OF STRUCTURE 11 DECK 0 N +11'-0" i. 9 8 SLOPE TYP. 7 Poo ro 00 00 6 STAIRCASE io o io "co io 0 5 RAILING WALL q. 4 6'-0" HIGH 3 OPEN TO SKY 2 COURT YARD D1 D8 D4 S1 G2 G1 PARAPET 1 (BELOW) 64" X 80" 192" X 84" 30" X 68" 66" X 68" 39" X 68" 36" X 36" WALL (TOW 17'-0") RAIN WATER PERFORATED PERFORATED GUTTER METAL GATE METAL GATE PARAPET WALL (TOW 17'-0") 2 DOOR WINDOW ELEVATIONS EXISTING SCALE: 1/4" = 1'—O" SLOPE SLOPE Z—HOUSE ROOF CRICKET "' = 1'-0" N N N N W W EXISTING ROOF w �TO REMAIN w N N N ��\P N o � �GpQ o 9/6, DEVISED PER PLANNING MARK DATE i REVISIONS INITIA N N ADDITION AND ALTERATION N N w w RENEE & PARVEEN GULATI RESIDENCE w w 10140 STERN AVE CUPERTINO, CA 95014 EXISTING ROOF SINGLE FAMILY HOME CTO REMAIN = ROOF PLAN AND DOOR/WINDOW ELEVATIONS SCALE: SS## 42400 NORTH DATE: JOB# 15-3766A ROOF PLAN CH. SHEET SCALE: 1/4" = 1'-0" DR. A3.0 APP. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING ommunity Development Department HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHTECT AND MAY NOT BE Planning Division — Cupertino DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN EECONSENT OF ARCHITECT CUPERTIN APPROVED Case # RM-2022-030 nPrNITECT Application Number(s) PLAN EXTRA ASSOCIATES INC. Appro I Body: Director/ Staff Project Management.Architecture.Interiors.BIM Appro I Date 10140 STERN AVE Cupertino, CA 95014 v 12/19/22 PARVEEN GULATI, ARCHITECT (415) 612-0264 Signat a Danielle Condit Case Manager Renee and Parveen 10140 STERN AVh CUPERTINO CALIFORNIA 95014 (E) ROOF STRUCTURE TO REMAIN (E) ROOF STRUCTURE TO REMAIN (E) ROOF STRUCTURE TO REMAIN El IT EAST ELEVATION-(Existing) NORTH ELEVATION-(Existing) SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" (E) ROOF STRUCTURE (E) ROOF STRUCTURE TO REMAIN (E) ROOF STRUCTURE TO REMAIN TO REMAIN O 9/6,, DEVISED PER PLANNING (E) ELECTRICAL MARK DATE REVISIONS INITIAL TO REMAIN ADDITION AND ALTERATION RENEE & PARVEEN GULATI RESIDENCE WEST ELEVATION-(Existing) SOUTH ELEVATION-(Existing) 10140 STERN AVE SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" CUPERTINO, CA 95014 SINGLE FAMILY HOME EXISTING ELEVATIONS SCALE: S% 04-2400 DATE: JOB# 15-3766A CH. SHEET DR. A4.0 APP. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING ommunity Development Department HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHTECT AND MAY NOT BE Planning Division — Cupertino DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT CUPERTIN APPROVED Case# RM-2022-030 nPrNITECT Application Numbers) PLAN EXTRA ASSOCIATES INC. Appro I Body: Director/ Staff TOP OF WALL @ 17'-0" TOP OF WALL @ 17'-0" Project Management.Architecture.Interiors.BIM Appro 12/19/22 2 (NORTH, SOUTH & EAST WALL) 6 (NORTH, SOUTH & EAST WALL) 10140 STERN AVE Cupertino, CA 95014 v Date PARVEEN GULATI, ARCHITECT 415 612-0264 TOP OF WALL @ 15'-4" � � ) Signat a Danielle Condit (WEST WALL)- Case Manager — — TOP OF PORCH ROOF 2 � @ 16'-0" / '-' Renee and Parveen \4- 10140 STERN AVh CUPERTINO 5 TOP OF DECK @ 11'-0" TOP OF DECK @ 11'-0" CALIFORNIA 95014 25' 25° 25° 25° VIEW 10140 BOT OM OF ENT PORCH @ 10'- w ANGLE IC u z E F1 El w CL a I EIE]EI TOP OF CANTILEVER BAY WINDOW SILL @ ' 0 0 IF J I g I I TOP OF FINISH FL. @ 0'-0" I I I TOP OF FINISH FL. @ 0'-0" I I I I I I I MIANIM \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / WEST ELEVATION-(Proposed) EAST ELEVATION-(Proposed) SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" NOTES: EXISTING NEW 6 TOP OF WALL @ 17'-0" THE ADDRESS IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A POSITION VISIBLE 2 (NORTH, SOUTH & EAST WALL) FROM THE STREET OR ROAD FRONTING THE PROPERTY THE CONTRASTING ADDRESS NUMBER SHALL BE ARABIC NUMBER OR ALPHABETICAL LETTERS EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES IN HEIGHT WITH A STROKE WIDTH OF NOT LESS THAN 0.5 INCH NEW ROOF TO BE CLASS CONCRETE TILE FASTENERS FOR THE ROOFING SHALL BE 4 CORROSION RESISTANT PER CODE 1 7 5 5 TOP OF DECK @ 11'-0" THREE COAT STUCCO WALL FINISH OVER TWO LAYERS OF BUILDING PAPER 1 n WOOD TRIM AT EAVE WITH GUTTER DECORATIVE STUCCO FOAM TRIM II 5 WEEP SCREED MIN OF 26 GA CORRISION RESISTANT. ATTACHMENT FLANGE OF ❑ FOUNDATION PLATE LINE ON ALL EXTERIOR STUD WALL WITH STUCCO. THE SCREED SHALL BE PLACED A MIN OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREA AND SHALL BE OF TYPE A, WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE ❑ EXTERIOR OF THE BUILDING I TOP OF CANTILEVER COPPER METAL ROOFING, COPPER GRANULE-CONTAINING ASPHALT SHINGLES AND T 9 9 BAY-WINDOW COPPER GUTTER SHALL NOT BE PERMITTED FOR USE ON ANY RESIDENTIAL, �J f - - COMMERCIAL OR INDUSTRIAL BUILDING FOR WHICH BUILDING PERMIT REQUIRED PER _ ❑ ❑ 5 SILLnFI 0 CUPERTINO MUNICIPAL CODE. I I I I I TOP SH FL. @ 0'-0" ANY CHANGES TO APPROVED COLORS, ,EXTERIOR MATERIALS/FINISHES SHALL BE REVIEWED AND APPROVED BY THE CITY OF CUPERTINO PLANNING DEPT. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ NOTES NORTH ELEVATION-(Proposed) 01 EXISTING ROOF TO REMAIN SCALE: 1/4"=1'-0" NEW EXISTING 9 NEW ROOF W/TILES >� ❑ GUTTER w/TAHOE BLUE COLOR TOP OF WALL @ 17 -0 (NORTH, SOUTH & EAST WALL) g 2 2 ❑4 12 STUCCO WALL FINISH TOP OF PORCH ROOF / ❑ STUCCO TRIM w/ TAHOE BLUE COLOR C/6, EVISED PER PLANNING @ 6 0 MARK DATE REVISIONS INITIA O PARAPET WALL TOP COPPING w/TAHOE BLUE COLOR TOP OF DECK @ 11'-0" 5 1 1 ❑7 ADDITION AND ALTERATION CUT OUT FOR RAIN WATER FLOW TO GUUTTER RENEE & PARVEEN 3 O CUTFACED STONE VENEERS OR EQUAL GULATI RESIDENCE ❑9 RAIN WATER DOWN SPOUT COLLECTED AT RAIN BARREL'S FOR WATERING/IRRIGATION ❑❑❑ 10140 STERN AVE El ❑ CUPERTINO, CA 95014 El❑ ❑❑❑ COLORS ❑ SINGLE FAMILY HOME 9 ❑❑❑ o ❑ NEW EXTERIOR WALL COLOR-STARK WHITE OR EQUAL TOP OF FINISH FL. @ 0'-0" 8 I I CONC. TILE COLOR-DARK GRAY-BEL AIR OR EQUAL I I 1-1 Li I I GUTTER/EAVE/STUCCO FOAM TRIM-TAHOE BLUE PROPOSED \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / / / / i / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / CUTFACE STONE VENEERS/CENTURION OFARIZONAOREUAL ELEVATIONS \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / /i.�/i.✓/✓/�/i.�/i.✓/✓/�/i.�/i.✓/✓/�/i.�/i.✓/✓/✓/�/i.✓/✓/✓/�/i.✓/✓/✓/�/i.✓/✓/✓/�/i.�/i.✓/✓/�/i.�/i.✓/✓/�/i.�/i.✓/✓/�/i.�/i.✓/✓/�/i.�/i.✓/✓/�/i.�/i.✓/✓/✓/�/i.✓/✓/✓/�/i.✓/✓/✓/�/i.✓/✓/✓/�/i.�/i.✓/✓/�/i.�/i.✓/✓/�/i.�/i.✓/✓/�/i.�/i.✓/✓/�/i.�/i.✓/✓/�/i.�/i.✓/✓/�/i.�/i.✓/✓/✓/�/i.✓/✓/✓/�/i.✓/✓/✓/�/i.�/i.✓/✓/�/i.�/i.✓/✓/�/i.�/i.✓/�! SCALE: SS# -42400 DATE: JQg# 15-3766A SOUTH ELEVATION-(Proposed) CH. SHEET SCALE: 1/4"=V-0" DR. A5.0 APP. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING ommunity Development Department HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHTECT AND MAY NOT BE Planning Division — Cupertino DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT CUPLRTINC APPROVED Case# RM-2022-030 nPrNITECT Application Number(s) PLAN EXTRA ASSOCIATES INC. Appro 1 Body: Director/ Staff Project Management.Architecture.Interiors.BIM ApprovI Date 10140 STERN AVE Cupertino, CA 95014 12/19/22 PARVEEN GULATI, ARCHITECT (415) 612-0264 Signat a Danielle Condit Case Manager Renee and Parveen 10140 STERN AVh CUPERTINO CALIFORNIA 95014 2 NOTES b ❑ EXISTING ROOF TO REMAIN I ❑❑ ❑❑ ME � 5 - O NEW ROOF W/TILES Lo �2 MEW w 5°// \2s°( Z ❑ GUTTER w/TAHOE BLUE COLOR ❑ ❑ w ANGLE 10140 *0wa o c w M O STUCCO WALL FINISH El] ❑ ❑❑❑� �❑ a ❑❑ ❑❑ O STUCCO TRIM w/ TAHOE BLUE COLOR a 111 / UJ I L--------__1 I Ll- L 11 0 o O PARAPET WALL TOP COPPING w TAHOE BLUE COLOR TOP OF FF � � � � ��L ��❑ ❑❑ ❑❑ - � 8 �❑ �� ❑ � ❑❑ ❑❑ ❑7 CUT OUT FOR RAIN WATER FLOW TO GUUTTER O CUTFACED STONE VENEERS OR EQUAL West Side-10128 Stern Ave Existing West Side-10140 Stern Ave Proposed West Side-10150 Stern Ave Existing STREET ELEVATION-Stern Ave-Cupertino SCALE: 3/16"=1'—O" EXISTING NEW 12 s a 6 2 TOP OF WALL ® 17'-0" 2 (NORTH, SOUTH & EAST WALL) ❑ TOP OF ® 16'-0" 5 (PORCH) 5 9/6 j REVISED PER PLANNING TOP OF DECK � 11'-0" �� MARK GATE REVISIONS INITIA FALSE CEILING 0 10'-0" ❑ (STRUCTURE LVL) o ADDITION AND ALTERATION II ❑ RENEE & PARVEEN (N) HEIGHT HIGH LOW 5 GULATI RESIDENCE HEIGHT WALL J TOIL T TOP OF CANTILEVER BAY-WINDOW (E) ROOM (E) BED ROOM (E) BED ROOM COURT (N) LIVING ROOM 1 SILL ® 3'-0" (97.25) YAR TOP OF FINISH FL. o'—o" 10140 STERN AVE CUPERTINO CA 95014 SINGLE FAMILY HOME CROSS SECTION TOP OF (E) GR LVL. -2" Proposed Street Elevation SCALE: 3/16"=1'-O" (E) NATURAL FINISH GRADE Profile Sections APARTMENT COMPLEX 10140 STERN AVE STERN AVE SAN JOSE (PROPOSED ADDITION) SCALE: S% 04-2400 CUPERTINO DATE: JOB# 15-3766A CH. SHEET DR. A5.1 APP. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING ommunity Development Department HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHTECT AND MAY NOT BE Planning Division — Cupertino DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CUPLRTINC APPROVED EXISTING NEW CONSENT OF ARCHITECT Case# RM-2022-030 ApplicationNumber(s) � b ) � �RCNITECT � 2 �/ TOP OF WALL @ 17'-0" PLAN EXTRA ASSOCIATES INC. Appro I Body: Director/ Staff 2 (NORTH, SOUTH & EAST WALL) Project Management.Architecture.Interiors.BIM ApprovI Date 10140 STERN AVE Cupertino, CA 95014 12/19/22 I a PARVEEN GULATI, ARCHITECT (415) 612-0264 Signat a Danielle Condit I I Case Manager 4 1 7 5 5 Renee and Parveen TOP OF DECK @ 11'-0" 10140 STERN AVh CUPERTINO (STRUCTURE LVL) CALIFORNIA 95014 FALSE CEILING ® 10'-0" 0 ❑ NOTES I ❑ TOP OF LOW HEIGHT WALL FROM FINISH GROUND LVL 01 EXISTING ROOF TO REMAIN (N ) ❑ @ 3'-0" HIGH 5 TOILET TOP OF CANTILEVER O2 NEW ROOF W/TILES BAY—WINDOW (E) ROOM (E) BED ROOM (E) BED ROOM COURT (N) LIVING ROOM o SILL ® 3'-0" O3 GUTTER I YAR TOP OF FINISH FL. @ 0'-0" \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ (97.25) O STUCCO WALL FINISH /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i TOP OF (E) GR LVL. ® -2 O STUCCO TRIM SECTION—AA (E) NATURAL FINISH GRADE O PARAPET WALL TOP COPPING/STUCCO TRIM SCALE: 1/4"=V-0" O7 CUT OUT FOR RAIN WATER FLOW TO GUUTTER GENERAL NOTES 6 EXISTING GROUND LEVEL TO MAINTAIN _ 2 TOP OF WALL ® 17'-0" (NORTH, SOUTH & EAST WALL) ' "' SUNKEN DECK TOP OF PORCH 0 16'-0" 10011 1 1 TOP OF DECK @ 11'-0" (STRUCTURE LVL) ------- ---- RISER = 7" TREAD = 10 1/2" WIDTH = 36"" 0 I 0 0 5 i� ROOM (E) KITCH N (E) TOILET COURT CLOSET (N ) LIVING ROOM (E) YAR TOP OF FINISH FL. ® 0'-0" \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ( ) \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TOP OF (E) GR LVL. @ -2 (E) NATURAL FINISH GRADE SECTION-BB SCALE: 1/4"=V-0" 0 9/6 j REVISED PER PLANNING 6 MARK DATE REVISIONS INITIA TOP OF WALL ® 17'-0" (NORTH, SOUTH & EAST WALL)MOMMU ADDITION AND ALTERATION TOP OF WALL ® 15'-4" (WEST WALL) R E N E E & P A R VE E N FINISH DECK GULATI RESIDENCE SUNKEN DECK TOP OF DECK ® 11'-0" 10140 STERN AVE 1 (STRUCTURE LVL) CUPERTINO, CA 95014 SINGLE FAMILY HOME 0 0 I SECTIONS (E) ROOM (E) KITCHE N (E) BED ROOM (N ) TOILET (N ) GARAGE TOP OF FINISH FL. ® 0'-0" SCALE $% 04-2400 (97.25) DATE JOB# 15 37 6 6 A TOP OF (E) GR LVL. ® -2'$ CH. SHEET (E) NATURAL FINISH GRADE SECTION-CC °R. A6.0 SCALE: 1/4"=V-0" APP. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING ommunity Development Department HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHTECT AND MAY NOT BE Planning Division — Cupertino DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT CUPLRTINC APPROVED Case# RM-2022-030 10150 STERN AVE 10140 STERN AVE 10128 STERN AVE necNITE�T ApplicationNumber(s) 6 (PROPOSED ADDITION) TOP OF WALL @ 17'-0" PLAN EXTRA ASSOCIATES INC. Appro I Body: Director/ Staff (NORTH, SOUTH & EAST WALL) Project Management.Architecture.Interiors.BIM Approv 11 Date 12/19/22 10140 STERN AVE Cupertino, CA 95014 2 2 PARVEEN GULATI, ARCHITECT (415) 612-0264 Signat a Danielle Condit TOP OF WALL ® 15'-4" Case Manager SUNKEN (WEST WALL) 12 DECK 6 Renee and Parveen J TOP OF DECK @ 11'-0" 10140 STERN AVh _ CUPERTINO 25' 25' w (STRUCTURE LVL) CALIFORNIA 95014 ALS CEILING ® 10'-0" z (N ) GARAGE J UJ ❑❑❑ Z NOTES z 0 0 0 I I Of o } ❑❑❑ 0 0 0 Ol EXISTING ROOF TO REMAIN ❑❑� o 0 0 o TOP OF CANTILEVER O2 NEW ROOF W/TILES BAY—WINDOW I F_ I SILL ® 3'-0" O3 GUTTER (N) LIVING ROOM TOP OF FINISH FL. @ 0'-0" O4 STUCCO WALL FINISH / TOP OF (E) GR LVL. ® —2 O STUCCO TRIM SECTIONEE (E) NATURAL FINISH GRADE O PARAPET WALL TOP COPPING/STUCCO TRIM SCALE: 1/8"=V-0" O7 CUT OUT FOR RAIN WATER FLOW TO GUUTTER 10150 STERN AVE 10140 STERN AVE 10128 STERN AVE 6 (PROPOSED ADDITION) TOP OF WALL 017'-0" GENERAL NOTES (NORTH, SOUTH & EAST WALL) EXISTING GROUND LEVEL TO MAINTAIN 2 TOP OF WALL ® 15'-4" SUNKEN (WEST WALL) DECK TOP OF DECK 011'-0" 25' 25' w (STRUCTURE LVL) z J W \ Z J TOP OF MID LANDING ® 7'-7" o UJ 0011, a o Of o_ 0 0 z d (N ) (N ) x �ROOM TOILET = N o 0 ( ) a 0 z COURTYARD TOP OF FINISH FL. ® 0'-0" // // // // // // // // // // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ TOP OF (E) GR LVL. ® -2 (E) NATURAL FINISH GRADE SECTION-DD SCALE: 1/8"=V-0" 6 2 0 TOP OF WALL @ 17'-0" (NORTH, SOUTH & EAST WALL) SUNKEN DECK TOP OF ® 16'-0" (PORCH) 9�6j�� REVISED PER PLANNING MARK DATE REVISIONS INITIA 1 1 TOP OF DECK ® 11 —0 ADDITION AND ALTERATION (STRUCTURE LVL) R E N E E & P A R VE E N C RISER = 7" TOP OF MID LANDING @ 7'-7" GULATI RESIDENCE TREAD = 10 1/2" WIDTH = 36"" 0 10140 STERN AVE 5 CUPERTINO, CA 95014 SINGLE FAMILY HOME (E) ROOM (E) KITCHEN COURT CLOT(E) TOILET YA (N) LIVING ROOM TOP OF FINISH FL. @ 0'-0" / / / / / / / / / / / / / / / /\/\/\/\/\/\/\/\/\/\/\/\/\/\ \ 97.25 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SECTIONS // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� TOP OF (E) GR LVL. ® -2 (E) NATURAL FINISH GRADE SECTION-FF SCALE: 1/8"=V-0" SCALE: S% 04-2400 DATE: JOB# 15-3766A CH. SHEET DR. A6.1 APP. Comm PFanielle inning Division - Cupertino ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED CUPERTINOAPPROVED WORK OF THE ARCHTECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN Case# M-2022-030 CONSENT OF ARCHITECT ication Number CALGREEN RESIDENTIAL CHECKLIST — MANDATORY 4.305.1 Water Reuse Systems. Newly constructed residential CALGREEN SIGNATURE DECLARATIONS A nova I Bodctor/Sta ITEMS developments, where disinfected tertiary recycled water is available from a ARCHITGr;T pp municipal source to a construction site, may be required to have recycled ❑ ❑ Project Name: RENEE AND PARVEEN RESIDENCE PLAN EXTRA ASSOCIATES INC. Approva I Dat /19/22 COMMUNITY DEVELOPMENT DEPARTMENT• BUILDING DIVISION water supply systems installed, allowing the use of recycled water for X Project. Management.Architecture.Interiors.BIM ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL residential landscape irrigation systems. See Ch. 15 of the CPC. Project Address: 10140 STERN AVE, CUPERTINO, CA 95014 Signature Condit CUPERTINO 10140 STERN AVE Cupertino, CA 95014 Case Manager 10300TORRE AVENUE•CUPERTINO, CA95014-3255 . , , . . . . Project Description: ADDITION OF 1088 SQ. FT TO EXISTING 1288 SQ. FT LIVING AREA 'ARVEEN GULATI, ARCHITECT (415) 612-0264 (408)777-3228• FAX(408)777-3333•building(@cupertino.org Enhanced Durability and Reduced Maintenance owner PURPOSE: Renee and Parveen 4.406.1 Rodent proofing. Annular spaces around pipes, electric cables, SECTION 1 — DESIGN VERIFICATION 10140 STERN AVE dll b h walls i l i i h i duts, or other openings n pates at exterior was sae protected The 2019 CalGreen Code applies to additions or alterations of existing residential buildings where the addition or con � ❑ CUPERTINO alteration increases the building's conditioned area, volume, or size and also applies to all new low-rise residential against the passage of rodents by closing such openings with cement mortar, Complete all lines of Section 1 -"Design Verification"and submit the completed checklist(Columns 1 and 2)with the CALIFORNIA 95014 buildings, high-rise residential buildings, or both. Existing site and landscaping improvements that are not otherwise concrete masonry or similar method acceptable to the enforcing agency. plans and building permit application to the Building Department. disturbed are not subject to the requirements of CALGreen. Construction Waste Reduction, Disposal and Recycling The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and Project Name: RENEE AND PARVEEN RESIDENCE certify that the items checked above are hereby incorporated into the project plans and will be implemented into the 4.408.1 Construction waste management. Recycle and/or salvage for project in accordance with the requirements set forth in the 2019 California Green Building Standards Code as Project Address: 10140 STERN AVE, CUPERTINO, CA 95014 reuse a minimum of 65 percent of the nonhazardous construction and ® ❑ adopted by the City of Cupertino. demolition waste in accordance with either Sections 4.408.2, 4.408.3 or e Project Description: ADDITION OF 1088 SQ. FT TO EXISTING 1288 SQ. FT LIVING AREA 4.408.4, or meet a more stringent local construction and demolition waste 2�^ / 07-27-2022 management ordinance. Instructions: Owner's Signature Date Building Maintenance and Operation RENEE AND PARVEEN RESIDENCE 1. The Owner or the Owner's agent shall employ a licensed professional experienced with the 2019 California Green Owner's Name (Please Print) Building Standards Codes to verify and assure that all required work described herein is properly planned and 4.410.1 Operation and maintenance manual.At the time of final inspection, -��_ � implemented in the project. an operation and maintenance manual shall be provided to the building ❑ 07-27-2022 2. The licensed professional, in collaboration with the owner and the design professional shall initial Column 2 of this occupant or owner. Design Professional's Signature Date checklist, sign and date Section 1 -Design Verification at the end of this checklist and have the checklist. 3. Prior to final inspection by the Building Department, the licensed professional shall complete Column 3 and sign and are con Recycling by occupants. Where 5 or more multifamily dwelling units PARVEEN GULATI, Architect, LEED AP are constructed on a building site, provide readily accessible area(s)that date Section 2 -Implementation Verification at the end of this checklist and submit the completed form to the Design Professional's Name (Please Print) Building Inspector. serves all buildings on the site and is identified for the depositing, storage and ® ❑ �' 07-27-2022 collection of non-hazardous material for recycling, including (at a minimum) —- Column 2 Column 3 paper, corrugated cardboard, glass, plastics, organic waste, and metals, or Signature of License Professional responsible for CalGreen compliance Date MANDATORY FEATURE OR MEASURE Project Verification meet a lawfully enacted local recycling ordinance, if more restrictive. PARVEEN GULATI, Architect, LEED AP 415-6120264 Requirements 5 ENVIRONMENTAL QUALITY Name of License Professional responsible for CalGreen compliance(Please Print) Phone A4.1 PLANNING AND DESIGN PGULATI©PLANEXTRAA.COM Fireplaces Email Address for License Professional responsible for CalGreen compliance Planning and Design - Site Development 4.503.1 General. Install only adirect-vent sealed-combustion gas or sealed ❑ ❑ 4.106.2 Storm water drainage and retention during construction. Projects wood-burning fireplace, or a sealed woodstove. which disturb less than one acre of soil and are not part of a larger common Lai ❑ SECTION 2 — IMPLEMENTATION VERIFICATION plan of development shall manage storm water drainage during construction. Pollutant Control Complete, sign and submit the competed checklist, including column 3, together with all original signatures on Section 4.106.3 Grading and paving. The site shall be planned and developed to 4.504.1 Covering of duct openings and protection of mechanical 2 to the Building Department prior to Building Department final inspection. keep surface water away from buildings. Construction plans shall indicate how ® ❑ equipment during construction. Duct openings and other related air ® ❑ site grading or a drainage system will manage all surface water flows. distribution component openings shall be covered during construction. I have inspected the work and have received sufficient documentation to verify and certify that the project identified above was constructed in accordance with this Green Building Checklist and in accordance with the requirements of 4.504.2.1 Adhesives, sealants and caulks. Adhesives, sealants and caulks 4.106.4 Electric vehicle(EV) charging for new construction. New ® ❑ the 2019 California Green Building Standards Code as adopted by the City of Cupertino. construction shall comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate ® ❑ shall be compliant with VOC and other toxic compound limits. future installation and use of EV chargers. 4.504.2.2 Paints and coatings. Paints, stains and other coatings shall be compliant with VOC limits. ❑ ❑ Signature of License Professional responsible for CalGreen compliance Date . . 4.504.2.3 Aerosol paints and coatings. Aerosol paints and other coatings Name of License Professional responsible for CalGreen compliance(Please Print) Phone General shall be compliant with product weighted MIR Limits for ROC and other toxic ❑ compounds. 4.201.1 Low-rise residential buildings shall meet or exceed the minimum Email Address for License Professional responsible for CalGreen compliance standard design required by the California Energy Standards. ® ❑ 4.504.2.4 Verification. Documentation shall be provided to verify that ❑ compliant VOC limit finish materials have been used. Page 1 of 5 CalGreen-2019.doe revised 11112020 Page 3 of 5 CalGreen_2019.doc revised 11112020 Page 5 of 5 CalGreen_2019.doc revised 11112020 A4.3 WATER EFFICIENCY AND CONSERVATION 4.504.3 Carpet Systems. All carpet installed in the building interior shall ® ❑ meet the testing and product requirements of one of the four standards listed. Indoor Water Use 4.504.4 Resilient flooring systems. Eighty(80) percent of floor area 4.303.1 Water conserving plumbing fixtures and fittings. Plumbing fixtures receiving resilient flooring shall comply with the VOC-emission limits defined in (water closets and urinals)and fittings (faucets and showerheads)shall comply the Collaborative for High Performance Schools (CHPS) Low-emitting ❑ ❑ with the following: Materials List or be certified under the Resilient Floor Covering Institute (RCFI) FloorScore program and UL GREENGUARD Gold. ❑ 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be 4.504.5 Composite wood products. Particleboard, medium density certified to the performance criteria of the U.S. EPA WaterSense fiberboard (MDF), and hardwood plywood used in interior finish systems shall 13 ❑ Specifications for Tank-type Toilets. comply with low formaldehyde emission standards. ❑ 4.303.1.2 Urinals. The effective flush volume of urinals shall not exceed Interior Moisture Control 0.125 gallons per flush. 4.505.2 Concrete slab foundation. Required vapor retarders and capillary ❑ 4.303.1.3.1 Single Showerheads. Showerheads shall have a maximum breaks are also required to comply with CalGreen Section 4.505.2.1. ® ❑ flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense 4.505.3 Moisture content of building materials. Moisture content of building Specification for showerheads. materials used in wall and floor framing is checked before enclosure (<19%). ❑ 4.303.1.3.2 Multiple Showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of Indoor Air Quality and Exhaust all showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be ® ❑ 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ❑ designed to allow only one shower outlet to be in operation at a time. ventilated with an energy star exhaust fan with humidity control. ❑ 4.303.1.4.1 Residential lavatory faucets. The maximum flow rate of Environmental Comfort residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less 4.507.2. Heating and air-conditioning system design. Duct systems are than 0.8 gallons per minute at 20 psi. sized, designed and equipment is selected using the following methods: MARK DATE REVISIONS INITIA ❑ 4.303.1.3.2 Lavatory faucets in common and public use areas. The 1. Establish heat loss and heat gain values according to ACCA Manual J or maximum flow rate of lavatory faucets installed in common and public use equivalent. areas (outside of dwellings or sleeping units) in residential buildings shall 2. Size duct systems according to ACCA 29-D (Manual D)or equivalent. ® ❑ ADDITION AND ALTERATION not exceed 0.5 gallons per minute at 60 psi. RENEE & PARVEEN 3. Select heating and cooling equipment according to ACCA 36-S (Manual S) ❑ 4.303.1.4.3 Metering faucets. Metering faucets when installed in or equivalent. GULATI RESIDENCE residential buildings shall not deliver more than 0.2 gallons per cycle. INSTALLER AND SPECIAL - - QUALIFICATIONS ❑ 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed Qualifications 10140 STERN AVE 2.2 gallons per minute at 60 psi and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 702.1 Installer training. HVAC system installers are trained and certified in ❑ CUPERTINO, CA 95014 the proper installation of HVAC systems. 4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code and 702.2 Special inspection. The Licensed Professional responsible to verify SINGLE FAMILY HOME shall meet the applicable standards referenced in Table 1701.1 of the ® ❑ CALGreen compliance is qualified and able to demonstrate competence in the ❑ ❑ California Plumbing Code. discipline they inspect and verify. Outdoor Water Use Verifications CAL-GREEN 4.304.1 Outdoor potable water use in landscape areas. Residential 703.1 Documentation. Verification of compliance with CALGreen may RESIDENTIAL development shall comply with a local water efficient landscape ordinance or include construction documents, plans, specifications, builder or installer CHECKLIST the current California Department of Water Resources' Model Water Efficient certification, inspection reports, or other methods acceptable to the enforcing ❑ Landscape Ordinance (MWELO), whichever is more stringent. ® ❑ agency which show substantial conformance. Implementation verification shall be submitted to the Building Department after implementation of all required measures and prior to final inspection approval. SCALE As NOTED SS# Ed Poo DATE: JOB# 1 5- /66A Page 2 of 5 CalGreen_2019.doc revised 11112020 Page 4 of 5 CalGreen_2019.doe revised 11112020 CH. SHEET DR. A7.0 APP. Com unity Development Department ALL DRAWINGS AND WRITTEN MATERIAL APPEARING AND lanning Division - Cupertino WORKINOFCONSTITUTE THE IARCHTOECGINAL AND MAY NOT BEISHED CuPERTINo APPROVED DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT Case # RM-2022-030 Application Num er(s) ARCHITECT Approval B y: Director/ Staff PLAN EXTRA ASSOCIATES INC. Project Management.Arcliitecture.Iriteriors.BIM Approva I Da 10140 STERN AVE Cupertino, CA 95014 Signature anielle Condit In the Santa Clara Valley, storm drains flow General Landscaping , Earth-Moving D ew at e r i n g H e a v y PARVEEN GULATI, ARCHITECT (415) 612-0264 Case Manag direct) to our local creeks, and on to San LJ De susekeeneareraofthectoes . � Y J Desigrateoneareaofthesite for auEo park ing. i $tQrrTl Drain Pt7lltitiflTt Francisco Bay, with no treatment. Construction .ehiclerefueling androdneequipn-lerd Gardening ,ng from Landscaping and E q u I p m e n t and Site maintenance The deslgnatedareashould be wW1 7 f �+ Owner Storm water pollution is a serious problem foraAny re Swimming Pouf Maintenance Activities es Operations ra ti o n s e r a t i o n p p necLes any Maarrmapr rx airso Inlets-termed if �n� Pool g �7 Renee and Parveen wildlife dependent on our waterways and for necessary Makemaprreparsodate i Man yiandscapingactivitieS 3xp�ose suits and the people who live near polluted streams or Supervision ❑ To prevent of-site tracking of dirt,prowde increase the likelihood that earth andgarderl 10140 STERN AVE ba y la n d s. entrarr-es vvth slabria-d aggregate surfaces Or them cats will run of Into the slorm drains during S t o r m water P o l l u t i o n CUPERTINO provide a are vmsh area. Maintenance 1rngaton or when it rain s Storm Drain Pollution Storm Drain Pollution from H e a v y E q u i p m e n t on CALIFORNIA 95014 Proper management of construction sites Storm Drain Pollutlon from iJ K nriaWria]souIoftherain- event Rxtoff Swimming pool water co chbrine and Pr C o nstru ctio n S ites reduces pollution significantly. Construction Activities contamnatlonatthe source.Cciewex posed piles capper-based algaecides should never from Earth-Moving Activities From Dewate ring ► ctivitieS of sal or construction materlaIs w th plastic Lands cap inglGarrden Ma intenanc a discharged to storm drabs.These chemicals are 9 e Poorly m a in to to l d vehicles and d heavy equipment that leak fuel, oil, antifreeze or This sheet summarizes the "Best Management Construction stesamcrxrrnonsourcesofslonr sheetrrgortenporaryroofs-E3efa-e 9rans,sv+eep toxic *aquatic life- other fluids on the construction site are Practices" BMPs for storm water pollution Aelerpolution Material.arldwastesthaItAowrA arid J Protect stockpiles arc landscaping materials Soil excavation and grading operations loosen large p fro rain b storm 71em under Be sure to call your city's storm water inspector' com mon sources of storm drain pollution Hash intoa storm dram.gutter a'Street have a storm drains.creeks-or channels. Y 9 amounts of soiE that Can flow or blow into Storm prevention. direc-.mpactonIoralcreeksandtheSav tarpsorsecuredplasticsheetin at 408-472-9907 before discharging water to a Prevent spills and leaks by isolating .� Contain all litter,food wrappers,bottles and 9 PoD1/Ft7lrrrfain/S a Maintenance crams when handled Improperly, Sediments in runoff equipment from runoff c h a n a e I s. and b y As a contractor,orsite supervisor,owner❑r cans-place lidded trash and recycting bnrts p street. gutter, fl r storm drain Filtration Of diversion operator of a site.you may be responsible for around the sle J Schedule grading and excavation projects can dog storm drains smother aquatic life and 9 watching for leaks and oth e r maintenance any environmental damage caused byyoi.r during dry weather Draining pools or spas Cestroy habitats in creeks and the Bay. Effectrve through a basin, tank, and sad m e nt trap may ❑e p ro b le m s Remove construction equipm e n t subcontractors or empIo ees. ❑ Clean up leaks, dripsaridother spiIts y Wrier its time to dram a pool spa or•ounlain erosion Control practices reduce the amount of runoff required. Reuse water for dust control, Irrigation or from the site as so o n as possible. mmedately set hey do not contamnate soil or CJ Use lemperary check dams or ditches to lease be sure to call the Cu nrno Sanilar ORDINANCE OF Vundwrater or le are residue an pared surfaces diver.runoff away from storm drains p PA y crossing a site rid slow the flow with check dams or another on site purpose to the greatest extent Use dry cleanup method wrenever possible.If Distr tot before you start for fur the r g uica ace vn roughened ground su daces. possible. Site Planning and Preventive Vehicle THE CITY OF CUPERTINO GeneralPrincipres you rr►ist use vvater use fustenoughto keep the J Protect storm drains with sandbags,gravel- flow rate restrictions-backllow prevention.and M a in re n an c e J Keep an orderly sitea rid ensure good drstdovn filled bags,straw wattles, or clher sediment hand)ng specia cleaning waste(such as acid J Qesi9nate one area o1 the con slruclion sale. wglf FOR STORM WATER POLLUTION housekeeptncpractices are used Cover and maintain dur s Place cor�ii is viash' Discharge fiows shoulc be kepi ur to the low aw ay from dram in s ❑r std rim dra inlets. far a ulo J cQA-r J Mairfain equipment properly duri►p�ers un ro der ofs a cater vvifh tarps or level s typically possible through a garden h ose. Practices During Construction and e q t: u� m e n[parking re i u e Im g and ro a e+n e PREVENTION & WATERCOURSE J Cover matenalsvtienthey are not in use {faStic sheettngsecuredaround the outs ideofthe J Re-vegetation is an excellent loom oferosion Higher tow rales may be prohibited by IccaI Check for Sediment or Toxic Pollutants ve hrc ie and equipm Brit maintenance contain chxnpster NevercWn out adumpsterbyNr.rWit controlfor any site. ordinance J Remove existing vegetation only when tbiacrIe+es w r!h berm 5. Sand hags. or Diner J Iteepntddals away echfrom streets.storm dow an the ccrtstrud.Msile absolute) necessary Plant temporary ❑ Check for odors, discoloration, or an oil sheen PROTECTION: dralnsanddrana channes J Store pesticides,fertilizers and other Y y p Y Y ge ..1 Never discharge pool or spa water too J sir sin fain all rich)ores and r,e a.y eq urpm err Pt ace portabletcilets away from storm dralns. chemicals indoors or in a shed or storage vegetation for erosion control on slopes or on ground Water. In sp eci frequ early for and reo air ieaks Chapter 9.18 J Ensure dust control water doesri t leave site Make sure portable toitels are n good vvnrkng g street or storm r drain; discharge to a y p Cattier where construction Is not im media tet tanned. ordtsCharge tOStarTTldratrl5 sanitary Sewercleanaut. J Perform major m air ten an cv, repair jabs aria eider Checkf,-eauenIN,for leaks ❑ Ask your city inspector whether the vehicle and eg6:pm en: wash ng off-sile• where Advance Planning To Prevent Poffurion L.l Use pesticides sparingly accordrn to Allis Ho Pa gN g J Ifpossib;e-when emptying a pool or spa.let ❑ Protect dvwnsfope drainage courses, rou ndwater must be tested b a certified c)ear.ua seas cr 9.1$.{}40 Discharge into the storm drain prohibited J Schedileexcavation aril gradingactivities g Instructions on the lobe Rinse enpty g Y chlonne dissipate for a few days and then streams, and storm drains with wattles. or laboratory. J if you dry weather per ivds.Tc red ucesoi ❑ Practice Sou irxRed uct ion•-mnnmzev►este you mus:❑ram and replace motaralr, rad,alor It is unlawful to causer allow, or permit to be erosion.pant tern ryv vfien you order weteraIs Esbmate car containers,and use rinsewater as product. recvcleireu se wa to r by draining it gradual I tern ors d rains a swales Use check dams or coo n t or other fluids on s it a use drip pans or pera egetationorplace Dispose of rinsed.err p,yccntainers in the onto alandscaped area p rY g drop cloths to catch drips and spills collect discharged, any discharge not composed entirely of other erosion io Mrcls before rain begins-Use © Recycle excess materials whenever p ossi I e. trash Dispose of unused pesticides as ditches to divert runoff around excavations ❑ Depending on the test results. you may be at, -,Dent lnu.d s score rin s ep a rate con torn ers and t'reErosrw7 and Se*77entGorlx?iWnua. such as Concrete.asps I scrap metal sUverls. hazardous wash J Do not use copper based algaecides. Refer to the Regional Water Quality Control stormwater to the storm drai n system or to surface waters avarlabt+a from the Regional Water Ouafity degreasers.cleared ration.paper rock and � g Y allowed to discharge pumped groundwater to write n el> e, v ass hies +a za rid s w a s t reo y c �9 � Contra]algae nth chlar�ne or other Boards Erosion and 5edirrlerrr Control Field the storm drain OR you may be required to Control Board.as a reference Y Y or to an location where it would contact or eventudl be vehicle rtnarsenarxe materaals such as usedgd, J fit Cupertino,residents with curbsiderecvclrng a ternat ves such as sodiurr bromideJ Is o n a t use a ups e i❑i r ill h r is sea eq u+pm a its y y Manual for proper erosion and sediment control ❑ Control the amolirA of runoff crossing you anti freeze.batteries,aril tires can collet lawn. garden andtree trimmings lr discharge to the sanitary Sealer or collect and parrs Gr Clean call rip en I Else On Y waler for transported to surface waters, including flood plain areas, s i te(e sp ea al ly dur ng excavation!)by using www-iedwevesie.orgfor afro. yardwaste toters.Yardwaste will be collccted Filter Cleaning measures haul the water off-site for treatment and any ❑nsite Cleaning unless specifically called out in the Munici al Regional bemzsorterrporaryor per rrianentdralnage J Dispaseofa11wastes properly M aterial s I hat and composted by the city's contractors disposal at an appropriate treatment facility. J Cover a:p o sad firth wheat hitches and olhe M y p dtcItodivedwalefIfowarou rid the site J Never clean a filter in the street orneara J Cover stockpiles and excavated soil with Canrtotbereg Ii�dmti5tbetakentaan Restdenlsareencoura ed to compost oily or greasy ed a.qm a its du-gin rain events Permit: as an exempt or mnditionall exe t d8char Reduce storrravater run off veloabes by ate di Hazardous g storm drain.Rinse cartricge and secured tarps or plastic sheeting g y yardwaste on-site themselves Or take ❑ When discharging to a storm drain, protect the constructing temporary•check darts orbem►s vrsaste Never bury vrdste matenalsor leave them diatom aCeo.is corm fitters unto a dirt area, pS p rl! Cleanup where a opriate yard waste to a landfill where it will be !� n the or and spade filter residue into soil Disposeof inlet using a barrier of 17uriaf] bags rifled with � Clean u p spills im m e dialers 9.18.070 Accidental Discharge composted g g drain rock or cover inlet with filter fabric g ❑ TrainysJlrf^rrtplQyt;BSdndSUbcOrttraCtCrs PB►7n1rS spent dranmageous earth+n the arbor e All arsons shall nob the Director of Public Works The�y can prom de brochures about these g rig per J Never hose d ow a 'd u:y' p a v e n e n l o r rr'-�� F1 i..l In add to kcal adn and ❑ Lan contractors should ancho red un der the rate. ,m Y i}' � lTttlerelSnDsuitabledirtareal.Cdll g permeapta surfaces where fluids have sgiiiea issues For you todistrhute tovuorkers aE your youvtil medtoobtanncoverageunder the State§ take clippings and pruning waste Use dry cleanup methods ;absorbent irrmedlate) u on accidental) dlscha In mllutarts of constrictionsite. Infom7yo:rsubcontradors GenemIConstructionActi%AtyStormwater Perm iF t❑ a landfill thatcom Cupertino Sanitary forinsructronson m ator+a Is car Trine r a rcror rags) whenever y Y }+�' pa5t5 yard 9 } µ, �-; abouttleestomiw�er requrernenis acid liar disc hargmgfilter backwas-i or nnsewaler m passrate and properly ❑+spa s a c r ah sd Teen l concern to enable countermeasures to be taken by the City yvurconsEUdior•sile'sdisturI area tdAs5 waste BFI's Newby Island and by `y ovknBay r coast uc6os Use B nag rrenI r pearl acres or mo re.Informatron on the General Permit the sanitary sewer. ❑ Contact Cu pectin a 5a ni#any Qistrict at 253-7t77 i n d Ter a Is Bay.a ConslniCtion fy:5t rrsnagement rach[es Zanke r Rd Ian diiN are he nearest} to minimize damage to storm drains and the receiving Can bet�airied from the Regional Water Quality prior to discharging to the sanitary sewer. ,J Sweep up sprite d dry m a re rats m m cilia le ly glide available at our Bul din g Dept courser. Gerard BoafC.(This on tern will charxjetoone LJ Do not blow or rake{eaves into N ever ante in pt to -w as h th em aw ay,• w+th. wa le r waters. Initial notification shall be followed, within five(5) acre as of kb 20 03 1 the street. or hury them business days of the date of occurrence, by a detailed J uaa as little water as posalbIt for dual can[rol written state me nt d e scrib i ng the ® discharge to slarm drraainnsuses of the Ensure water used t leave silt or s discharge and the measi-es being taken to prevent futtre yn } Clean u p spills sir, dirt are a s t y a iggrn 4 u p a n d properly dis poa.in g of can to rin inaled sa+1 occurrences. Such notification will Trot relieve persons of Removal of BIUIP laciIitiesJ C a"4t, Fnr significantspills liability for violations of this chapter or for any fines imposedJ f the spill poses a significant hazard to on the Cty on account thereof under Section 13350 of the Fthe propertyowner and the contractor share ultimate ies onsibi lit for human hearth and safety properly at the p y The Project Contractor is responsible Slate rim ce fEr rin ge cy report it the California Water Cade, or for vitiation ofSeCtion 565a of theslate office of Emergency Services California Fish and or Federal Code, or any other applicable activities that occur on a construction site. You ma be held res onsibleprwisians of state or Federal laws. ypfor remove! Of all BMP Facilities 9.1$.22U Viiolation* any environmental damage caused by your subcontractors or employees. l ocated withi n the Public Right of Way Any persixr who vitiates any provision of this Chapter sha11 be guilty of a misdemeanor and upon conviction thereof sha11 be punished as provided in Chapter 1,12 of the City of upon project final inspection. Cupertino Municipal Code. Chapter 1.12, General Penalty, Section 1-12.010, Painting and '�" During Construction paragraph ❑, states*: r Roadwork Storm Drain Pollution Fresh Concrete � ❑ Don't mix up mare fresh concrete or cement Unless otherwise specified by this code, an infraction is Application of ' from Roadwork and Mortar than you will use in a two-hour period. punishable by: Paint Removar `^ ❑ Set up and 0pe►ate small mixers an tarps or Solventsand n heavy plasm drop cloths. 1. Afiine not to exceed $100 for a first vitiation Road pa g, surfacing, and pavement remove I Application p �i C a ti o n ..] When cleannn u after drivewa or sidewalk i J grist chips and dsand bit sting maybeazard is Paving happen right in the street, where there are numerous gpySmaII Business 2. A fi ne not to exceed $200 for a second violation dry stripping and said blasting maybe construction. wash fines onto dirt areas. Hat Adhesives ❑pportunitiesfor asphalt saw-cut slurry, or 3. A fi ne not to exceed $500 for a third violation of swept upon calEected in plastic drop cloths and down the driveway sir into the street ❑r storm Hazardous Waste dlsposedafastrash. excavated material to illegally enter storm drains. Storm Drain Pollution from drain the same Chapter Within one year. Extra planning is required to store and dispose of J Chemical paint stripping residue,and chips General Business Practices m alerials properly and guard a gainst pollution of Fresh Concrete and Mortar , Protect applicat ion s of fresh concrete and Disposal Prgm * and dListfrorn marine aints,or ints mortar from rainfall and runoff until the 9.18.240 Civil Halt for illicit discharges* p � storm drains. creeks. and the bay y Storm Drain Pollution from Paints, containing lead,mercury ortribLAyI tin must ....1 D evelo p and rim p lemen t erosionlsed ime nt Applications materia I ha s dried An arson who discharges pollutants, in violation of this Businesses that generate less y p be dis posedofasIzardouswastes.Lead control plans for roadway embankments. Solvents, and Adhesives J Wash down exposed aggregate concrete Chapter, by the use of illicit connections sha11 be civilly liable based paint removatfequiresa state-certified Fresh concrete and cement-related mortars only when the was can f1r now on to a than 27 gallons or 220 pounds All paints.sdvenis,and adhesives Contain ..J Schedule excavation and grading work during to the Cityin a sum not to exceed twenty-five thousand contractor that wash into lakes, streams, or estuaries dirt area.12)drain onto a termed surface from v chemicals that are harmful to wildlife in local dry weather. During Construction whit h it be ed a nd dispo se d of of hazardous waste r month per dollars day violationfor day which h S Francisco Bay Pacific Ocean When stripping or cleaning ors J Whiling building exteriors are toxic to fish and the aquatic can p um P p y per or each y in w such creeks. an rancsco ay. atd t J Check for and repair leaking equipment properly. or f31 be 'vacuumed From a catchment violation occurs. Toxic chemicals may come from liquid or solid with high-pressure water. black storm drains ❑ Avoid paving and s ear coating in wet environment. Disposing of these materials created by blocking a storm dram inlet If are eligible to use this program. products or from cleaning resdues or rags.Paint Direct washwater ortoa dirt area and spade m J Perfor major equipment repairs at w eather, of w hen ra in is fore ca st to ore ve nt to the storm drains or creeks can block. necessary, divert runoff with temporary berms Call s�w#V�-277-73Vn� rratenat and wastes adhesives and cleaning fluids into sal dr.check with Cupefi,n m o Sanitary designated areas in your maintenance yard. fresh aterials from contacting stefmwater storm drains. causes serious problems. and Make sure runoff dues not reach gutters or Excerpts -- For complete CODE language refer to the should be recycled when possible,or disposed of Disb'ict to find put if you can rnop or vaarum the whe re cleanu p is ea sier.Avoid perform ing runoff is prohibited by law. storm d rains City olCup Municipal ertl no M al Code. properly to prevent these materials fro mftowirig washwater and dispose of it in a sanitary equipment repairs at construction sites for a quote. into Storm drainsarldwatercourses- 5ewerdrain Sampling of the washwater may ❑ Cover and seal catch basins and manholes J When breaking up pavement, be sure to pick .J When refueling or when vehiclelequipm ent when applying seal coat. slurry seal, -og seal, up all the pieces and dispose of properly be required. maintenance must be done on site- designate a Recycle lace chun ks of broken can Crete. See 9 or sum filar matenafs General Business Practices g J Washwater from painted buildings location away from storm drains and creeks. www reducewast_e org For info on recyclers. constructed before 1978 can contain high ❑ Protect drainage ways by using earth dikes, -1 Wash out concrete mixers only,n designated J Do not use diesel oil to lubricate equipment sand bags, or other Controls to divert yr trap washout areas in your yard, away from storm Never bury waste material Dispose of small C u p e r t i n o Handling Paint Products amounts of toad,even it pant chips are not Building Dept: present Before you began stripping paint or parts ❑r clean equipment and filter runoff. drains and waterways. where the water will claw amounts of excess dry concrete.grout and into a temporary waste pit in a dirt area Let mor'ar in the trash 4 0 8-7 7 7-3 2 28 J Keep all liqud paint products and wastes cleaning pre-1978 building ex#errors with water ..J Rec ycle used oil, concrete. broken asphalt ❑ Never wash excess material from exposed- water percolate through sail and dispose of away from the gutter,street, and storm under high pressure, test nt For lead b etc whenever possible. or dispose of properly. J Never dispose rain washout into the street. Public Works Dept: 9 p P� Y p p P P Y aggregate cone rate or similar treatme its into settled, hardened concrete as garbage. 408-777-3354 drains. take pain n stoalocallaboratD (www.rec clestuff-com for Its reo clip storm dranns.drainage ditches. arstreams n9pa rH g rY Y Y 9 a street or storm drain. Collect and recycle. or Wheneverpossnble, recycle washout by (Se eYeltowP ages torastate-certified companies ) dispose to dirt area pumping back into mixers for reuse MARK DATE REVISIONS INITIA Santa Clara County laboratory } Recycling Hotline; Painting Cleanup ❑ C ov er stoc kp lies (asphalt. sand. etc.) and J wash our chutes onto dirt areas that do not 800-533-8414 J If thereisloosepaintonthebuilding-oriffhe other construction materials with plastic tarps. flow to streets or drains •+,duceWaste.orp .J Never clean brushes or rinse paint pal ositiveforleM.blockstorm AsphaftlConcrete Removal ADDITION AND ALTERATION P p Protect from rainfall and prevent runoff with U Always stare both dry and wet materials �. w w w-reo vo le s ff Ham containers intoa street,gutter,storm drain, drams Check with Cu�ertino Sa nit aryg Dist rict temporary roofs or plastic sheets and berms under cover, r � R E N E E 8c P A R VE E N 5 m all Business Hazardous Waste: French drain,or creek, to determine whether ou ma dnsdlar water ❑ Avoid cr eat ing excess d us! when break ing aspha It p storm d from rainfall and runoff i. 408-299-7300 or corcrete. ❑ Park paving machines over drip pa or and away from storm drains or waterways- m the sanitary sewer,or if you must send it P 9 P p v.❑ Farwater-based ints, intout brushes to absorbent matorial cloth. ra s. etc. to catch Protect dry materials from wendGULATI RESIDENCE Cu ertino 5anitar Sewer Distr offsitefordisposal as hazardous waste ❑ After breaking up old pavement be sure t❑ ( g 7 p Y the extent passible.and rinse into an inside remova silt chunks and pieces Make sure drips when not in use J Secure hags of cement after they are ❑pen . �Av i CITY OF 4 0 8-2 5 3•7 0 71 sin k drain that g Des to the sanitary sewer Be sure to keep wind-blown c ern a n t pa wd er ` z� U P E�T I N�D broken pavem ant does not com a in contact ❑ Clean up all II spills and rid leaks using 'dry' Santa C la ra Valley U rb a n Runoff Paint L}isposal, Return orAvnatian away From streets,gutters,storm drains. J For oikttased paints.pant out brushes to the with rainfal I❑r r unoff methods {with a bsorbe nt m a tefials and/or rainfall, and runoff Pollution Prevention Prgm extent possible and clean oath thinner or J Dispose of unwonted liquid paint th inners. r a s a r d i u rem o ve. and r o e r1 d is ose 800-794-2482 `.J When making saw cuts. use as tittle wafer as g } g p p p Y P �i_ �L•_- solvent.Filter and reuse t-iinneisand solvents, solvents,glues,and deanirig fluids as of contaminated soil. .J Do not use disseI fuel a s a lubricant an `r 10140 STERN AVE w h ere po ss i b le Dispose ofexeess10uidsand hazardaus via ste(cal I the SmalI Sus iness possible.fro the si vacuum saw-cut slurry and concrete fo rm s.to cis.of traile rs - S to to Office o f Emergency residue as hazardous waste. Hazardous Waste Prgm.299-7300). remove fro m the site. Cover or p rotect sta rim ❑ C o Ilect an d recycle or appropna to ly d ispose of S e ry i c e s drain inlets during saw-cutting. Sweep up. and excess abrasive gravel or sand 77? CUPERTINO, CA 95014 1 -800-852-7550 (24 hrg) J W hen Ihoroughiydry. empty p ai nt c a n s.used J OrReturntosupptrer {Unopened can sof paint properly dispose of. all residues. ❑ Avoid over-appl icativn by w ate r trucks for dust brushes,rags-ad drop dolhs may be Fnay be able to be re burned. Check with the rid Report spills t o 9 ') 1 disposed of as garbage vendor regarding its"buy-hack"policy y ..] Sweep. never hose down streets to clean up control SINGLE FAMILY HOME tracked dirt. Use a street sweeper or vacua m J Donate excess paint(call 299-7300todonate) truck. Do not duetp vac uucoed Irquor in storm Sant:tClut ff ► drains. ., f rfrrn Rernul7 f ulluriun Prcvrntiun Priigram Construction UPDATED SEPTEMBER 2016 Best Management APPROVE I SHEET: Practice CONSTRUCTION BEST MANAGEMENT PRACTICESOf SH> l5 TIMM BORDEN, 4551Z DATE DEPARTMENTDIRECTOR OF PUBLIC WORKS EPARTMENT OF PUBLIC WORKS HLE: SCALE As NOTED SS# 04-2400 DATE: JOB# 15-3766A CH. SHEET DR. A8.0 APP. L Community Development Department Planning Division —ESr!Itiq- Color and Material Board CUPERTINO APPROVED For Proposed Addition Case # RM-202? Y"t'�An n.Lzh l n Application Nun-b _ *� �« ,we, Cupertino, CA 95014 Approval Body: Director/ Staff Approva I Signatur Roof Tile - Dark Grey-Bel Air or Equal Exterior Wall Color-Stark White or Equal Gutter/Eave/Stucco Trim-Tahoe Blue Cut face Stone Veneer/Centurion Of - -� - Arizona or equal ommunity Development Department FENCE DETAILS ALL DRAWINGS AND WRITTEN MATERIAL APPEARING RENEE and PARVEEN HOME ADDITION AND ALTERATION HEREIN CONSTITUTE A AND UNPUBLISHED WORK OF THE ARCHTECT AND MAY NOT BE Planning Division — Cupertino DUPLICATED, USED ORR DISCLOSED DISCLOSED WITHOUT WRITTEN ELI CUPERTIN APPROVED NO CHANGE IN EXISTING PROPERTY LINE WOODEN FENCE coNSENT of ARCHITECT Case # RM-2022-030 10140 STERN AVENUE —EXISTING TO REMAIN �V-I IITE-T Application Numbers) NORTH SIDE WOODEN FENCE = 6'-0" HIGH PLAN EXTRA ASSOCIATES INC. Appro I Body: Director/ Staff CUPERTINO CA 95014 SOUTH SIDE WOODEN FENCE = 5'-9" HIGH Project Management.Architecture.Interiors.BIM 12/19/22 10140 STERN AVE Cupertino, CA 95014 Approv Date EAST SIDE WOODEN FENCE = 6'-10" HIGH PARVEEN GULATI, ARCHITECT (415) 612-0264 Signat e Danielle Condit Case Manager PLANT LEGEND AND NOTES Renee and Parveen 10140 STERN AVh CUPERTINO CALIFORNIA 95014 STERN AVENUE STERN AVENUE SYMBOL DESCRIPTION NUMBER SIZE WATER WUCAS IRRIGATION METHOD: (E) METER WATER METER \,F—(E) ROSA PLANT 1. (E) DRIP IRRIGATION FOR EXISTING PLANTS - i) 1 /4 " SOAKER DRIP LINES FOR (E) RED TIP - � i (E) METER � _ _ � _� i � WATER METER (E) CITY TREE (TO REMAIN) 1 PHOTINIA & E ROSA SHRUB (E) RED TIP PHOTINIA (E) RED TIP PHOTINIA (TO REMAIN) (TO REMAIN)3 ) PER CITY TO ii EXISTING COMPENSATING SHRUBBLER FOR (E) ROSA, I_ o -Q" (N00° '0 "W) I_ - 0 -0" (N00° 3'0 "W - REMOVE GUIDELINES (E) GENISTA LYDIA, & (E) CRASSULA OVATA (E) CITY TREE (E) RED TIP PHOTINIA PER CITY GUIDELINE (E) RED TIP TO REMOVE (TO REMOVE) (E) 3 MULBERRY PHOTINIA (E) 3 MULBERRY TREE (TO REMAIN) (E) GENISTA LYDIA TREE (TO REMAIN) � '` (E) GENISTA LYDIA iii) EXISTING ADJUSTABLE BUBBLER FOR (E) (TO REMAIN) (E) 3" MULBERRY 1 5 GALLON LOW 0.3 TREES (E) GENISTA LYDIA - (E) 2" LEMON (E) 2" LEMON (E) ROSA PLANT (E) GENISTA LYDIA TREE TREE (E) ROSA PLANT (TO REMAIN) (TO REMOVE) (TO REMOVE) iii) EXISTING ADJUSTABLE BUBBLER FOR (E) TREE TREES � (N) PAVED/ (E) ROSA SHRUB CONC.AREA (E) ROSA SHRUB FRONT YARD ti (TO REMAIN) (E) 2" LEMON 1 5 GALLON LOW 0.3 iV) EXISTING 1 /2 IPS TUBING FRONT YARD, REAR (E) ROSA SHRUB (E) PAVED/ (E) ROSA SHRUB 0 TREE YARD, NORTH SIDE, & SOUTH SIDE CONC.AREA FRONT YARD (TO REMAIN) EXISTING IRRIGATION RUN TIMES BETWEEN 8:00 PM (E) PAVED/ 10128dL 10128 PREVENT IAND T ORLESS RENDERS IRRIGATION ORABLE EATHER UNNECESSARY. CONC.AREA 10140 � 10140 (E) IRRIGATION LINE TO REMOVE 10150 f f (E) PAVED/ 10150 f f EXISTING AUTOMATIC IRRIGATION CONTROLLER USES -- CONC.AREA � ° EVAPORATING DATA AND UTILIZES A RAIN SENSORS z (E) ROSA PLANT (TO REMAIN) — — (E) 6" AMERICAN 1 10 GALLON LOW 0.3 T1TELM TREE EXISTING AUTOMATIC IRRIGATION CONTROLLER DOESN'T (E) ROSA PLANT (E) ROSA PLANT (TO REMOVE) LOSE PROGRAMMING DATA IN THE EVENT THE PRIMARY (E) GARAGE PROPOSED ADDITION POWER SOURCE IS INTERRUPTED (N) PAVED/ EXISTING MANUAL SHUT-OFF VALUE ARE INSTALLED CLOSE (E) PAVED/ CONC.AREA TO WATER SUPPLY CONC.AREA (E) CRASSULA OVATA SHRUB (N) PAVED/ CONC.AREA (E) CRASSULA OVATA SHRUB (TO REMAIN) (E) 4" GRANNY 1 7 GALLON LOW 0.3 ALL EXISTING PLANTS ARE LOW WATER USE SMITH TREE 4 (E) IRRIGATION CONTROLLER 2 SHEET NOTES 0 0 0 0 0 (N) LOCATION OF EXISTING 1. EXISTING IRRIGATION TO REMAIN i� IRRIGATION CONTROLLER (E) 3" PRUNUS 1 10 GALLON LOW 0.3 TO RELOCATE 00 o ARMENIACA TREE ( ) 2. WHERE THE PLANT ARE TO BE REMOVED, CAP AND .� co SEAL THE IRRIGATION LINE !� 3. NO EXISTING AND PROPOSED TURF o o 0 co I E 1-STORY 0 - LEGEND E 1-STORY � (E) CRASSULA OVATA SHRUB (E) CONC. PAVERS o (E) CONC. PAVERS (TO REMAIN) (E) PUNKA 1 5 GALLON LOW 0.3 (TO REMAIN) TO REMAIN GRANATUM SHRUB (E) IRRIGATION DRIP LINE TO REMAIN (E) CRASSULA OVATA SHRUB - - - - (E) IRRIGATION DRIP LINE REMOVE AND CAP (E) PYRUS SHRUB 1 3 GALLON LOW 0.3 (E) CONC. PAVERS (E) CONC. PAVERS (TO REMAIN) 0 (E) GENISTA LYDIA 4 3 GALLON LOW 0.3 REAR YARD REARYARD C/6/2U :EVISED PER PANNING (E) 8" AMERICAN ELM TREE (E) 8" AMERICAN ELM TREE (E) CRASSULA 16 3 GALLON LOW 0.3 MARK DATE REVISIONS INITIA L ( OVATA SHRUB TO REMAIN) (E) PUNICA / (E) PUNICA ADDITION AND ALTERATION GRANATUM SHRUB - GRANATUM SHRUB - (E) RED TIP 9 5 GALLON LOW 0.3_ RENEE & P A R VE E N (TO REMAIN) � � I ~ PHOTINIA w � w GULATI RESIDENCE J � J � m N m N Q w w (E) ROSA SHRUB 16 5 GALLON LOW 0.3 (E) 3" PRUNUS (No °23'oo"w) o'—o" (E) 3" PRUNUS (Noo°23'00"w) 50'-0" 10140 STERN AVE ARMENIACA TREE (E) 4" GRANNY ARMENIACA TREE (E) 4" GRANNY L (E) ROSA PLANT 22 3 GALLON LOW 0.3 CUPERTINO CA 95014 SMITH TREE SMITH TREE (E) PYRUS SHRUB (TO REMAIN) (E) PYRUS SHRUB (TO REMAIN) (TO REMAIN) (E) RED TIP 3 5 GALLON LOW 0.3 SINGLE FAMILY HOME PHOTINIA-REMOVE (E) ROSA PLANT 7 3 GALLON Low 0.3 REMOVE EXISTING LANDSCAPE PLAN PROPOSED LANDSCAPE PLAN (E) GENISTA LYDIA 3 3 GALLON LOW 0.3 IRRIGATION PLAN REMOVE NORTH EXISTING LANDSCAPE PLAN PROPOSED LANDSCAPE PLAN » Q » » SCALE: SS# 4-2400 SCALE: 1/8 = 1 -0 SCALE: 1/8 = 1 -0 DATE JOB# 15-3766A CH. SHEET DR. Ll .0 APP. ommunity Development Department FENCE DETAILS ALL DRAWINGS AND WRITTEN MATERIAL APPEARING RENEE and PARVEEN HOME ADDITION AND ALTERATION HEREIN CONSTITUTE A AND UNPUBLISHED WORK OF THE ARCHTECT AND MAY NOT BE Planning Division - Cupertino DUPLICATED, USED ORR DISCLOSED DISCLOSED WITHOUT WRITTEN ELI CUPERTIN APPROVED NO CHANGE IN EXISTING PROPERTY LINE WOODEN FENCE coNSENT of ARCHITECT Case # RM-2022-030 10140 STERN AVENUE -EXISTING TO REMAIN �Va IITE-T ApplicationNumber(s) NORTH SIDE WOODEN FENCE ON PROPERTY LINE= 6'-0" HIGH CUPERTINO CA 95014 PLAN EXTRA ASSOCIATES INC. Appro I Body: Director/ Staff SOUTH SIDE WOODEN FENCE ON PROPERTY LINE= 5'-9" HIGH Project Management.Architecture.Interiors.BIM 12/19/22 10140 STERN AVE Cupertino, CA 95014 Approv Date EAST SIDE WOODEN FENCE ON PROPERTY LINE= 6'-10" HIGH PARVEEN GULATI, ARCHITECT (415) 612-0264 Signat e Danielle Condit Case Manager PLANT LEGEND AND NOTES Renee and Parveen 10140 STERN AVh CUPERTINO California Water Efficient Landscape worksheet CALIFORNIA 95014 STERN AVENUE Reference Evapotranspiration (ET.) 45.3 Project Type Residential .55 SYMBOL DESCRIPTION NUMBER SIZE WATER WUCAS Hydrozone # / Planting Plant Irrigation Irrigation ETAF Landscape ETAF x Landscape Estimated Total a Hydrozone # /Planting Description e.g. IRRIGATION METHOD: Description a Factor (PF) Method b Efficiency (PF/IE) Area (Sq. Ft.) Area (Sq. Ft.) Water Use 1. Low water use planting (IE)` (ETWU)d 1. (E) DRIP IRRIGATION FOR EXISTING PLANTS b Irrigation Method Regular Landscape Areas 1. Drip i) 1 /4 " SOAKER DRIP LINES FOR (E) RED TIP � � �j (3 � # 1 low water 0.3 Drip 0.81 0.37 300 111 3,118 c Irrigation EfficiencyPER CIITY TY TO PHOTINIA & (E) ROSA SHRUB 1 _ _1,320 ii) EXISTING COMPENSATING SHRUBBLER FOR (E) ROSA, # 2 low water 0.3 Drip 0.81 0.37 128 47 I I- 50'-0" (N00°23'00"W) - 1. 0.81 for Drip REMOVE GUIDELINES (E) GENISTA LYDIA, & (E) CRASSULA OVATA I Hy zon (3 #2 d ETWU (Annual Gallons Required) _ ` # 3 low water 0.3 Drip 0.81 0.37 107 40 1,123 ETo x 0.62 x ETAF X Area iii) EXISTING ADJUSTABLE BUBBLER FOR (E) I Hydrozone # 4 low water 0.3 Drip 0.81 0.37 294 109 3,061 (E) 3" MULBERRY 1 5 GALLON LOW 0.3 TREES I 1 where 0.62 is a conversion factor to change TREE � acre-inches per acre per year to gallons per iii) EXISTING ADJUSTABLE BUBBLER FOR (E) I square foot per year TREES (N) PAVED/ CONC.AREA e MAWA (Annual Gallons Required) _ (E) 2" LEMON 1 5 GALLON LOW 0.3 iV) EXISTING 1 /2 " IPS TUBING FRONT YARD, REAR 0 (ETo) (1.62) [ (ETAF x LA) + ((1-ETAF) x SLA)] 7 TREE YARD, NORTH SIDE, & SOUTH SIDE � wljere 0.62 is a conversion factor to change EXISTING IRRIGATION RUN TIMES BETWEEN 8:00 PM acre-inches per acre per year to gallons per AND 10:AM UNLESS UNFAVORABLE WEATHER square foot per year. LA is the total regular landscape PREVENT IT OR RENDERS IRRIGATION UNNECESSARY. Totals 829 307 8,622 area in square foot. SLA is the total special landscape 10140 10128 area in square foot, and ETAF is 0.55 for residential 10152 Special Landscape Areas area and 0.45 for non-residential areas. EXISTING AUTOMATIC IRRIGATION CONTROLLER USES EVAPORATING DATA AND UTILIZES A RAIN SENSORS C� e 1 0 0 (E) 6" AMERICAN 1 10 GALLON LOW 0.3 31 ELM TREE EXISTING AUTOMATIC IRRIGATION CONTROLLER DOESN'T 0 0 0.45 Non-Residential LOSE PROGRAMMING DATA IN THE EVENT THE PRIMARY 1 PROPOSED ADDITION 0.55 Residential POWER SOURCE IS INTERRUPTED Totals 0 0 0 EXISTING MANUAL SHUT-OFF VALUE ARE INSTALLED CLOSE N PAVED 0.81 Drip TO WATER SUPPLY CONC.AREA ETWU Total 8,622 Maximum Allowed Water Allowance (MAWA)e 12,806 SMITH TREE 1 7 GALLON LOW 0.3 ALL EXISTING PLANTS ARE LOW WATER USE (N) PAVED/ CONC.AREA 3 ,Z PAVER/CONCRETE ETAF Calculations Regular Landscape Areas o 1. ALL NEW PAVERS O MATCH I EXISTING NON PERMEABLE PAVERS AND CONCRETE 0 0 0 0! Total ETAF x Area 307 E Average ETAF for Regular O 3" PRUNUS 10 GALLON LOW 0.3 1 00 00 Landscape Areas must be 0.55 or ARMENIACA TREE Total Area 829 below for residential areas, and 0.45 or below for non-residential 0 CD 0.37 areas. Average ETAF 0 0 (E) CONC. PAVERS (E) 1-STORY (TO REMAIN) TO REMAIN (E) PUNKA 1 5 GALLON LOW 0.3 GRANATUM SHRUB FRONT NEW PROPOSED IMPERVIOUS AREA = 492 SQ. FT FRONT YARD AREA = 1008 SQ. FT (E) CONC. PAVERS � (E) PYRUS SHRUB 1 3 GALLON LOW 0.3 (TO REMAIN) 50% OF FRONT YARD AREA = 1008 SQ. FT 50% OF 1008 SQ. FT = 504 SQ. FT 492 SQ. FT < 504 SQ. FT 0 (E) GENISTA LYDIA 4 3 GALLON LOW 0.3 REAR YARD C/6/2U :EVISED PER PLANNING (E) CRASSULA 16 3 GALLON LOW 0.3 MARK DATE REVISIONS INITIA OVATA SHRUB 0 ADDITION AND ALTERATION (E) RED TIP 9 5 GALLON LOW 0.3 RENEE & P A R VE E N PHOTINIA GULATI RESIDENCE Hydrozone #4 (E) ROSA SHRUB 16 5 GALLON LOW 0.3 (Noo°23'00"W) 50'-0" 10140 STERN AVE (E) ROSA PLANT 22 3 GALLON LOW 0.3 CUPERTINO, CA 95014 (E) RED TIP 3 5 GALLON LOW 0.3 SINGLE FAMILY HOME PHOTINIA-REMOVE (E) ROSA PLANT 7 3 GALLON LOW 0.3 REMOVE PROPOSED LANDSCAPE PLAN (E) GENISTA LYDIA 3 3 GALLON LOW 0.3 AND REMOVE NORTH DETAILS 2 PROPOSED LANDSCAPE PLAN SCALE: 1/8" = 1'-0" SCALE SS# 4-2400 DATE: JOB# 15-3766A CH. SHEET DR. L2.0 APP. A U! D D EC) m Construction Contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions Burin the course of construction of the project including safety of all persons and property; that this requirement shall be made to a Mnt�uousl nd 9 9 Y P P 9 P P Y 1 9 P J 9 Y P P P Y. 9 P�Y Y � ]I�,���n4, be limited to normal working hours, and construction contractor further agrees to defend, indemnifry and hold design professional harmless from any and all liability, real or alleged in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. 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DATE: 10/12/2022 �5�� C WOSUR/%, BOUNDARY SURVEY Z SAN JOSE, CA 95128 " ' v Q �,�P OTT2 TEL: 408-261-9800 SCALE: 1 =1 O �v •Z� O O N FAX: 408-261-0595 _ KC E-MAIL: Robert®carroll-engineering.com DRAWN BY: m DESIGNED BY: No. 8398 MEMMMUTCHECKED BY: PCW 10140 Stern Avenue MARK DATE DESCRIPTION BY COPYRIGHT 2022, CARROLL ENGINEERING S��TF O �N 03/28/22 ADDITIONAL TOPO WAK ALL RIGHTS RESERVED Cupertino F CAS-�F California 0:\2449 - Stern Ave\_DWG\2449bndy3.dwg 10-12-22 11:54:22 AM philip