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R-2022-024, RM-2022-020 Approved Plans tFEom�nu�it -Dedelo- me-nt De-a-r-tme-R Planning Division - Cupertino rIERT 0 APPROVEDPROJECT DATA CONSULTANT LIST PROPOSED se# PROJECT LCRA2M2-024, 10279 S TANTAU AVE. CUPERTINO 95014 JURISDICTI OUNTY OF SANTA-CLARA 2019 CALIF. BUILDING CODE DESIGNER: STRUCTURAL ENGINEER: SOIL ENGINEER RESIDENTIAL NEW CONSTRUCTION proV �r3 U UbPRMYPP�taff NEW CONSTRUCTION 2019 CALIF. RESIDENTIAL CODE JACKSON & PARTNERS WESLEY LIU ENGINEERING GARY HSU 375-08-006 2019 CALIF. PLUMBING CODE 3561 HOMESTEAD ROAD #1100 7246 SHARON DRIVE # O CAPEX ENGINEERING pprov �� to o8/24/22 FOR MRS . LAURA LU FIRE SPRINKLER SYSTEM: FULLY SPRINKLER 2019 CALIF. MECHANICAL CODE SANTA CLARA, CA 95051-5161 SAN JOSSCA 95129 650.701-6681 5 nature Brianne Harkousha 650.861.2039 408.973.1839 c.H ol LO 2019 CALIF. ELECTRICAL CODE a Case Manager JACKSONSPARTNER@GMAIL.COM WESLEYLIU@YAHOO.COM 0.5 ZONING: R1-10 2019 CALIF ENERGY CODE 10279 S TANTAU AVENUE cc ct OCCUPANCY R3-U 2019 CALIF. GREEN BUILDING LANDSCAPE ARCHITECT: PROPERTY OWNER CIVIL ENGINEER: TYPE OF CONSTRUCTION: V-B-FULLY SPRINKLER STANDARD CODE Greg Lewis LANDSCAPE ARCHITECT LAURA LU WEC ASSOCIATES LAND USE LOW DENSITY(1-5 DU/AC) CUPERTINO MUNICIPAL CODE Greg Lewis 408-221-6032 2625 MIDDLEFIELD RD #658 (831) 359-0960 LAURALELU@GMAIL.COM PALO-ALTO, CA 94306 FLOOR AREA RATIO CALCULATION: BUILDING COVERAGE CALCULATION: TEL(650)-823-6466 MAX F.A.R: 45%(9,375)=4218.75 SQ.FT MAX COVERAGE:45%(9,375)=4218.75 SQ.FT+5% FIRST FLOOR LIVING: 2230 SQ.FT OVERHANG=4687.25 SQ.FT GARAGE: 425 SQ.FT FIRST FLOOR&GARAGE& PORCH:3632 SQ.FT MANUFACTURE CONTACT W TOTAL:2655SQ.FT EAVES OVER HANG:385 SQ.FT • EAGLE ROOFING (800)-998-3245 EAGLEROOFING.COM 07 • GAF ROOFING (877)423-7663 GAF.COM SECOND D F.A. :419 SQ.FT PROPOSED COVERAGE:4017 SQ.FT NO ADU . VELUX SKYLIGHT VELUXUSA.COM PROPOSED F.A.R:4195 SQ.FT(44.74%)Wi OUT/ADU PROPOSED COVERAGEA591 SQ.FT WITH ADU PROPOSED F.A.RA769SQ.FT(50.8%)W/ADU ADU 574 SQ.FT � � W SECOND/FIRST FLOOR RATIO 1540/(2230+425)=58% J Q � FIRE NOTES o Q '0"_ SETBACK REQUIREMENT: Q Lo REQUIRED PROPOSED REQUIRED PROPOSED m AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT NEW BUILDINGS Q ZQ Q SETBACKS 1ST FLOOR 1ST FLOOR 2ND FLOOR 2ND FLOOR AND STRUCTURES WITH GROUP R FIRE AREA. PER REQUIREMENTS OF CFC 903.3.1.3 AUTOMATIC SPRINKLER J FRONT 25'-0" 25'-0" 25'-0" 39.51 OCO U) I� z SYSTEMS IN ONE-AND TWO-FAMILY DWELLINGS, AND TOWNHOUSES SHALL BE INSTALLED THROUGHT IN REAR 20'-0" 26'-6" 25'-0" 42'-1" ACCORDANCE WITH NFPA 13D. m W ti a RIGHT MIN BIN 8' o" MIN O 15-04" GROUP U PRIVATE GARAGES AND CARPORTS ACCESSORY TO R-3 OCCUPANCIES- CARPORTS WITH 0- LL �o COMBINE MI COMBINE HABITABLE SPACE ABOVE AND ATTACHED GARAGES,ACCESSORY TO GROUP R-3 OCCUPANCIES SHALL BE U LEFT MIN BIN 7'-6" MIN O 15'-0" PROTECTED BE RESIDENTIAL FIRE SPRINKLERS IN ACCORDANCE W/THIS SECTION. RESIDENTIAL FIRE COMBINE 30' COMBINE SETBACKS ADU: REQURIED PROPOSED SPRINKLER SYSTEM SHALL BE CONNECTED TO AN INSTALLED W/AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM THAT COMPLIES WITH NFPA 13D SPRINKLER SYSTEMS AS AMENDED BY THE CITY OF CUPERTINO. REAR: MIN 4'-0° 26' 6z" FIRE SPRINKLER SHALL BE RESIDENTIAL SPRINKLERS OR QUICK RESPONSE SPRINKLERS, DESIGN TO PROVIDE IT LEFT: MIN 4'-0" 5-0" A MINIMUM DENSITY OF 0.05 GPM/SQFT(2.04mm/MIN) OVER THE AREA OF TE GARAGE AND OR CARPORT,BUT RIGHT: MIN 4'-0" 48'-5 2„ NOT EXCEED TWO SPRINKLERS FOR HYDRAULIC CALCULATION PURPOSES. GARAGE DOORS SHALL NOT BE LOWER ELEV POINT AT BUILDING EDGE:100.79 CONSIDERED OBSTRUCTION WITH RESPECT TO SPRINKLER PLACEMENT. HIGHEST ELEV.POINTAT BUILDING EDGE: 101.55' BALCONIES AND DECKS-SPRINKLER PROTECTION SHALL BE PROVIDED FOR EXTERIOR BALCONIES,DECKS AND AVERAGE FLOOR ELV.POINT:101.17' GROUND FLOOR PATIOS OF BUILDING WHICH HAVE AB AUTOMATIC FIRE SPRINKLER SYSTEM. PROVIDED THERE IS ROOF OR DECK ABOVE. SIDEWALL SPRINKLERS THAT ARE USED TO PROTECT SUCH AREAS SHALL BE PROJECT DESCRIPTION PERMITTED TO BE LOCATED SUCH THAT THEIR DEFLECTOR ARE WITHIN 1 INCH TO 6 INCHES BELOW THE Uj STRUCTURAL MEMBERS AND A MAX. DISTANCE OF 14 INCHES BELOW DECK OF THE EXTERIOR BALCONIES AND 1. DEMOLISH EXISTING SINGLE FAMILY HOUSE OF 1505 SQ.FT DECKS THAT ARE CONSTRUCTED OF OPEN WOOD JOIST CONSTRUCTION. 2. NEW TWO STORY SINGLE FAMILY HOUSE WITH A TOTAL LIVING SPACE OF SPRINKLER PERMIT(NEW) SUBMIT SHOP DRAWINGS AND PERMIT APPLICATION TO THE CUPERTINO FIRE O 3770 SQ.FT WITH NEW 2 CAR GARAGE OF 425 SQ.FT TOTAL 4195 SQ.FT F.A.R DEPARTMENT FOR APPROVAL BEFORE CONSTRUCTION. A COPY OF THESE PLAN CHECK COMMENTS WILL BE U AND AN ATTACHED ADU OF 574 SQ.FT. REQUIRED AT THE TIME OF PERMIT APPLICATION. J 0279# 10279 WATER SUPPLIES AND FIRE HYDRANTS. THE REQUIRED FIRE FLOW SHALL NOT BE LESS THAN 1500 GA PER MIN 0 0 0 AT 20PSI. THE FIRE FLOW SHALL BE AVAILABLE FROM 1 FIRE HYDRANT.THE MAX.DISTANCE FROM ANY POINT 00°0 0 7 ON STREET OR ROAD FRONTAGE TO A HYDRANT IS 250FT. FIRE HYDRANT LOCATION.WHERE A PORTION OF uu Gu r n PROJECT INDEX OF THE FACILITY OR BUILDING HEREAFTER CONSTRUCTED OR MOVED INTO OR WITHIN THE JURISDICTION V�1 6 IS MORE THAN 400 FT FROM A HYDRANT ON A FIRE APPARATUS ACCESS ROAD, AS MEASURE BY AN APROVED v Al COVER PAGE ROUTE AROUND THE EXTERIOR OF THE FACILITY OR BUILDING, ONSITE FIRE HYDRANT AND MAINS SHALL BE PROVIDED WHERE REQUIRED BY THE FIRE CHEF, w A2 SITE PLAN FIRE ACCESS: THE FIRE APPARATUS ACCESS ROAD SHALL COMPLY Z A3 PROPOSED FIRST PLAN AND 2ND FLOOR PLAN WITH THE REQUIREMENTS OF THIS SECTION AND SHALL EXTEND TO O A4 F.A.R DIAGRAM WITHIN 150FT OF ALL PORTIONS OF THE FACILITY AND ALL PORTIONS 0� m STR STREET SCAPE OF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDING AS Q M A5 PROPOSED NORTH/SOUTH ELEVATION MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE 0 0 A6 PROPOSED WEST/EAST ELEVATION BUILDING. Z N A7 PROPOSED ROOF PLAN A8 SECTION PLAN O co � C.0 BOUNDARY&TOPOGRAPHIC SURVEY GENERAL NOTECIO 10279 S TANTAU Q LO LANDSCAPE DOCUMENTATION O 1.APPROVAL OF THESE PLANS DEOS INTO RELEASE THE OWNER END/OR Lb L1 PLANTING PLAN CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTIONS OF Q (.0 L2 IRRIGATION PLAN MISTAKES, ERRORS, OR OMISSIONS CONTAINED THERIN. IF DURING THE `, L3 LANDSCAPE DETAILS COURSE OF CONSTRUCTION IMPROVEMETNS, PUBLIC INTERES REQUIRES A MODIFICATION OF/OR A DEPARTURE FROM THE CITY SPECIFICATION L4 LANDSCAPE SPECIFICATIONS OR THERE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE THE L5 HYDROZONE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE OWNER. 2.CONTACT PUBLIC WORKS, FOR INSPECTION OF GRADING , DRAINAGE AND PUBLIC IMPROVEMENTS LREVISION DATE 3.ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR OCCUPANCY 4.CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA ADJACENT TO THE WORK Al IS LEFT IN A CLEAN CONDITION 5.CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTIO PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING TREES. 6.UTILIZE BEST MANAGEMENT PRACTICE(BMP'S)AS REQUIRED BY STATE WATER RESOURCES CONTROL BOAD, FOR ANY ACTIVITY, WHICH DISTURBS THE SOIL 8.ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUD. 9.PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR WILL BE RESPONSIBLE IN APPLYING FOR AN ENCROACHEMENT PERMIT FROM PUBLIC WORK DEPARTMENTS. PROJECT MAP DRAWN BY; JIACHENG(JACKSON) LIJ LEED GREEN ASSOCIATE Anne Ln � _ o ALL EXTERIOR WALL LIGHTINGS SHALL COMPLY WITH CMC s 9BhavaraDaycare c CHAPTER 19. 102 FOR GLASS AND LIGHTING STANDARDS. JOB: 1 21 12020 Tulip h9cs Header.iy cozette t� �1 SIGNATURE: , Develop a G .g. n n ©Cupertino High School tareAe n - SCALE: N/A v V. . - Norcalpegions A OYADEFERREDSuBMITTAL Cupertino Nigh I . . . Scho°ITennsCourts California:sCC.z COVER PAGE nrturlcl Ln ' VafSh3s Notary Services ices � ACadrny GCA m dlanenetworking ro T 1 n s vpertinc High S-_rmf easeoall Field Twig Lr� Gupertinc Petite S Barcelona Daycare-presclrool i 3 Q � m y o Ti fson Aye Tllson Ave 0 �' m AARP N for g I 771son Ave Phd in v Tlfson Avt Phll Ln Canuie Confidential -Eo-mm- eet De- -r-tment Planning Division - Cupertino Cu 111RTINO APPROVED PUBLIC WORK NOTES: 1. APPROVAL OF THESES PLANS DOES NOT RELEASE THE OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY OF THE CORRECTIONS Case # R-2022-024, OF MISTAKES,ERRORS, OR OMISSION CONTAINED THEREIN. IF DURING THE COURSE CONSTRUCTION IMPROVEMENTS,PUBLIC A INTEREST REQUIRES A MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION OR THERE IMPROVEMENT Remove 4" Citrus Remove 4" Citrus PLANS; THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE prova I Body: Director/ Staff Remove 3" Plum MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE OWNER AND OR/CONTRACTOR. °V102.7S 9 9 ` W102°66 ` 9102.& 9 2. CONTACT PUBLIC WORKS, (408)777-3104, FOR INSPECTION OF GRADING, STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. I�prova I Date 08/24/22 0 9 , / 3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY 1 Q \ \ �° N l OD 10 / / / 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN a„ 5 nature Brianne Harkousha L CONDITION. ° Case Manager LN / 5 \ LN O \ LN OA Q�N�W\WA P P . O° LN LN LN / 9❑ / 5. CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES, w o \ \ \ \ \ O O O �/ / 10 / 6. UTILIZE BEST MANAGEMENT PRACTICES(BMP'S)AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY m �� \ \ \ / // / / ACTIVITY,WHICH DISTURBERS THE SOIL. \ \ / / / 7. A WORK SCHEDULE OF GRADING AND EROSION & SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST \ 15.NO HILL SIDE SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. (A \ EP \ EP EP \SL SL / / LN 8. ALL NEW ELECTRICAL SERVICE(POWER, PHONE, AND.OR CABLE)SHALL BE UNDERGROUND SHED 10 \ �� \ \ Q�� 0 9. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. 10. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO \ DV / / / LANDSCAPED AREAS. m \ \ \ \ LP / 11. PRIOR TO ROUGH FRAMING INSPECTION OR PRIOR TO ANY WORK TO COMMENCE WITHIN THE PUBLIC RIGHT OF WAY, WHICHEVER W \ w COMES FIRST, THE OWNER AND/OR CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT. CONTACT THE PUBLIC WORKS LN 191 U) \ \ \ \ U / DEPARTMENT AT(408)777-3354 FOR REQUIREMENTS AND PERMIT. ALL ENCROACHMENT PERMITS REQUIRE A CERTIFICATE OF LIABILITY \ / INSURANCE AND A SEPARATE ENDORSEMENT NAMING THE CITY OF CUPERTINO AS ADDITIONAL INSURED AS WELL AS A VALID �ED Kids Play Ared \ \ / / m / CONTRACTOR LICENSE(NOTE:LICENSE BCONTRACTORS ARE ONLY PERMITTED TO PERFORM WORK ON-SITE AND WILL NOT BE V / // W U)// / O PERMITTED TO PERFORM WORK IN THE PUBLIC RIGHT OF WAY). } J / LN 12. IF THE PROJECT DAMAGES THE CITY'S SIDE WALK, DRIVEWAY, OR CURB AND GUTTER AS RESULT OF CONSTRUCTION ACTIVITIES, THE 17' 81" \ \ �� \ \ / \ / // LL_ PROPERTY OWNER WILL BE RESPONSIBLE TO REMOVE AND REPLACE ANY DAMAGES AS DIRECTED BY THE PUBLIC WORK INSPECTOR. O W FIRE DEPARTMENT NOTES. � ROOF RVANT 6CNV24 _____,___ W_, U) J Q LN -L- - - 6 ---�B�AN 8 2T ----------�- ��--\- /---- ------- 1. REVIEW OF THIS DEVELOPMENT PROPOSAL IS LIMITED TO ACCEPTABILITY OF SITE ACCESS AND WATER SUPPLY AS THEY PERTAIN TO ® § �® + ° \ 8 / / 4 / HI 1 1 ��+ FIRE DEPARTMENT OPERATIONS, AND SHALL NOT BE CONSTRUCTED AS A SUBSTITUTE FOR FORMAL PLAN REVIEW TO DETERMINE 0>> O / \ / / ��° �� COMPLIANCE WITH ADOPTED MODEL CODES. PRIOR TO PERFORMING ANY WORK THE APPLICANT SHALL MADE APPLICATION TO, AND > � < U) 0 1 1. RECEIVE FROM, THE BUILDING DEPARTMENT ALL APPLICABLE CONSTRUCTION PERMITS. � Q z 11 \ \ / // �G 0 2. FIRE SPRINKLER REQUIRED: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ONE-AND TWO-FAMILY 0 J Q O \ / DWELLINGS AS FOLLOWS-IN ALL NEW ONE-AND TWO FAMILY DWELLINGS AND IN EXISTING ONE AND TWO FAMILY DWELLINGS WHEN Wco Z ADDITIONS ARE MADE THAT INCREASE THE BUILDING AREA TO MORE THAN 3,600 SQUARE FEET. EXCEPTION: A ONE TIME ADDITION TO N L�J \ 4 AN EXISTING BUILDING THAT DOES NOT TOTAL MORE THAN 1,000 SQUARE FEET OF BUILDING AREA. NOTE: THE OWNER(S), O 07 W / I a OCCUPANTS)AND ANY CONTRACTORS) OR SUBCONTRACTORS)ARE RESPONSIBLE FOR CONSULTING WITH THE WATER PURVEY OF ti ON, 1 RECORD IN ORDER TO DETERMINE IF ANY MODIFICATION OR UPGRADE OF THE EXISTING WATER SERVICE IS REQUIRED. NOTE; N � \ \ / ° i COVERED PORCHES, PATIOS, BALCONIES, AND ATTIC SPACES MAY REQUIRE FIRE SPRINKLER COVERAGE. A STATE OF CALIFORNIA LL 0 tJ 1 IN \ 12 I as 0 LICENSED(C-16) FIRE PROTECTION CONTRACTOR SHALL SUBMIT PLANS, CALCULATIONS, A COMPLETED PERMIT APPLICATION AND / APPROPRIATE FEES TO THIS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO BEGINNING THEIR WORK. CRC.313.2 AS ADOPTED I b AND AMENDED BY CUPMC. 11 I \ ° 9 I � �� 3. WATER SUPPLY REQUIREMENTS: PORTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION CAUSED BY FIRE I �� PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY OF THE APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO LN AD U / L�O A J / I 1 1 CONTACT THE WATER PURVEYOR SUPPLYING THE SIRE SUCH PROJECT, AND TO COMPLY WITH THE REQUIREMENTS OF THAT I Y I a PURVEYOR. SUCH REQUIREMENTS SHALL BE INCORPORATED INTO THE DESIGN OF ANY WATER-BASED FIRE PROTECTION SYSTEMS, 0 AND/OR FIRE SUPPRESSION WATER SUPPLY SYSTEMS OR STORAGE CONTAINERS THAT MAY BE PHYSICALLY CONNECTED IN ANY MANNER TO AN APPLIANCE CAPABLE OF CAUSING CONTAMINATION OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF RECORD. 19 I PG FINAL APPROVAL OF THE SYSTEM(S) UNDER CONSIDERATION WILL NOT BE GRANTED BY THIS OFFICE UNTIL COMPLIANCE WITH THE REQUIREMENTS OF THE WATER PURVEYOR OF RECORD ARE DOCUMENTED BY THAT PURVEYOR AS HAVING BEEN MET BY THE 4'-7') / ° APPLICANT(S). 2010 CFC SEC. 903.3.5 AND HEALTH AND SAFETY CODE 13114.7 Cn I 4. ADDRESS IDENTIFICATION: NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR O v o scNvza , I APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD 1 LNNN $°dA / ° I� PG FRONTING THE PROPERTY. THESES NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC 0 10265 S TA N TA U AVENUE NUMBERS OR ALPHABETICAL LETTER. NUMBERS SHALL BE A MINIMUM OF 4INCHES(101.6MM) HIGH WITH A MINIMUM STROKE WIDTH OF LU 1 I I 0.5 INCH(12.7MM). WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A EXISTING H 0 U S E i MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. CFC SEC. 505.1 Z G a I� 2N D FLOOR I i RIDGE= 1 25.73+ 5. CONSTRUCTION SITE FIRE SATIETY : ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF THE CFC CHAPTER O y a 9❑ 33 AND OUR STANDARD DETAIL AND SPECIFICATION SI-7. PROVIDE APPROPRIATE NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS i N a i /�� i APPROPRIATE TO THE PROJECT. CFC CHP .33 SANITARY DISTRICT: ° f I PG U \ LJ 1. CUPERTINO SANITARY DISTRICT CONNECTION PERMIT FEE(250$) IS REQUIRED FOR THE SUBJECT IMPROVEMENTS. PLEASE DO NOT J 0 z ISSUE ANY BUILDING PERM ITS(O.C7101) a4 / I Z 2. EXISTING SANITARY SEWER LATERAL SHALL BE DISCONNECTED AND CAPPED IN THE PRESENCE OF A DISTRICT INSPECTOR. OWNER Q Q Lj TO CALL THE DISTRICT AT LEAST 48 HOUR PRIOR TO WORK TO SCHEDULE AND DISTRICT INSPECTOR. (O.0 5203) I 1 I ❑ 3. INSTALL NEW PROPERTY LINE CLEANOUTS TO DEISTIC'S STANDARDS. PROPERTY LINE CLEANOUTS MUST BE WITHIN 5 FEET OF THE PROPERTY LINE. CLEANOUTS SHALL BE THE SAME DIAMETER AS THE STREET PORTION OF THE SERVICE LATERAL. GRAVITY LATERAL IS �® 4" DIAMETER MINIMUM(O.0 4101)SEE DETAIL 12 . i / D �� O (E) �DOW AT �� 4. CLOSED-CIRCUIT VIDEO OF THE NEW PROPERTY LINE CLEANOUTS, POINT OF CONNECTION AND DISTRICT LATERAL IS REQUIRED ve O I 1 / r _ _ ® I O � � PRIOR TO CLEARANCE FOR CITY OF CUPERTINO FINAL INSPECTION. OWNER MUST ALLOW DISTRICT AT LEAST 48 HOURS NOTICE TO 06 �0 r / I I SCHEDULE A DISTRICT INSPECTOR FOR A VIDEO INSPECTION. DISTRICT TO PROVIDE BUILDING DEPARTMENT WITH WRITTEN I 1 11,E O NOTIFICATION UPON COMPLETION OF INSPECTION.(O.C.7102), I N SE .BA 5. AN APPROVED BAC-KFLOW DEVIDE(IAPMO OR UPC APPROVED) IS REQUIRED SINCE THE LOWEST FINISHED FLOOR WITH PLUMBING IS Z W Z [FIRST FLOOR I ®� LESS THAN(V) FOOT ABOVE THE RIM OF THE NEAREST UPSTREAM MANHLE(O.0 4105). THE BACKFLOW DEVICE WILL BE INSPECTED TO D 2 9 3 S TA N TA U AVENUE z i �� N z VERIFY EXISTING AND SERVICEABILITY BY A DISTRICT INSPECTOR AT THE TIME OF VIDEO INSPECTION. DISTRICT TO PROVIDE BUILDING O ��y EXISTING HOUSE Path 1 _ _ ( �.Sc j-1 > �]�� DEPARTMENT WITH WRITTEN NOTIFICATION UPON COMPLETION OF INSPECTION. (O.C.7102) SEE DETAIL 10 LL RIDGE= 1 1 6.04± O a� _W SEWER LATERAL WORK: Q Co _ _ _ _ _ F.F 102.7 �w 1. ALL PROPOSED SEWER LATERAL WORK SHALL BE DONE PER CITY PUBLIC WORKS DEPT.& BLDG.DEPT. SPECIFICATIONS. ��i �° a LU 0 2. ELEVATIONS & LOCATION OF ALL EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START OF ANY 7� (� ' N CONSTRUCTION AFFECTING SAID LINES. CONTACT USA @ (800)642-2444 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION. Z 1 V01i I 16 �� 1 �� 3. THE CONTRACTOR SHALL RESTORE ALL DAMAGED, REMOVED OR OTHERWISE DISTURBED WALLS, FENCES, SERVICES, UTILITIES, r i D F.S 101.7 ' IMPROVEMENTS OR FEATURES OF WHATEVER NATURE, DUE TO CONTRACTOR'S WORK. O 4. THE CONTRACTOR SHALL COORDINATES HIS WORK WITH THE INSTALLATION OF FACILITIES BY PG&E, PACIFIC BELL, &CABLE TV C0 � Q ° ----- IN °° i- INSTALLATION AS REQUIRED. VALVE BOXES & MANHOLES, & STRUCTURES TO BE SET TO GRADE IN CONCRETE AFTER PAVING. Q �� ,-0. ° 3 0 i N � FLOOR (�°) 5. ALL STREET MONUMENTS &OTHER PERMANENT MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BEFORE O U U� i a R$ CK 1 a a 4 5 ACCEPTANCE OF THE IMPROVEMENT BY THE CITY ENGINEER. L{� 17'-4-" WC a i 6. FOR LANE CLOSURES. THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN & OBTAIN APPROVAL FROM THE CITY PUBLIC LNG D SET.BA Irqnt Yard Setback Line C2 2 NE j - WORK ENGINEER BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE FLAG-MEN, CONES OR BARRICADES AS + a NECESSARY TO CONTROL TRAFFIC & PREVENT HAZARDOUS CONDITIONS PER THE REQUIREMENT OF THE CITY ENGINEER. j a ° HINK a HINK RINK 01 7. NO TRENCHES SHALL BE LEFT OPEN OVERNIGHT IN STREET AREA, USE STEEL PLATING OR HOT-MIX ASPHALT AS REQUIRED TO ' at , %, PROTECT OPEN TRENCHES OVERNIGHT. LM ° ' C2 FINK 8. EXISTING IN-GROUND SEPTIC TANK TO BE REMOVED(' OF BOTTOM MIN). FILL WITH SAND (90% COMPACTION)TYP. i (N) CONC E DIRVEWA�' LP LP P HINKLEY EXTERIOR LIGHTING SEE SPEC ' a M I 12 'X20' 4 i DOWNWARD AND SHIELD LIGHTING. A I a DEMOLITION NOTE: - FRONT YARD IMPERVIOUS AREA LIMITATION: LOTS>60 FRRT MAX IMPERVIOUS AREA-40°/ FRONT YARD PRIOR TO DEMOLITION PERMIT IS ISSUED, CONTRACTOR SHALL INSTALL TREE Path ° -- ----- PROTECTION FOR ON-SITE AND/OR OFF-SITE TREES TO REMAIN AND CONTACT LREVISION DATE o Q [2]° LP IMPERVIOUS PAVING TOTAL 736.2 S.F a cv m LP o PUBLIC WORKS INSPECTOR FOR INSPECTION., 39.3/o SEE LANDSCAPE PLAN L3 FRO DETAILS a , LP 1 a ° ° ,--I Front Yard Tree - Crape Myrtle LM a °�a a a ° L (N)4" SEW R LINE Min. 24" box and 6 feet tall when planted a - - GQNNECTpLc Min. 20'-0" from existing street tree trunk LFP 151ST ICT , T LM a L IuY1 b L `1 ° / m PLCO I , 14 �� S . 0°� �3 ' 0 0 "E. '/ Ex. Si eva�lc° 0 0 ' b Ili / 1 / i 1 �� (N) DIRVEWAY I 7�,, 7] 12 'TR � g� 12 EE M i � APPROACH MAX 18' I 7 =I TREE 7� 1 7� 20TRE I 11 'TREE�� DRAWN BY: � u JIACHENG(JACKSON) LU 7❑SYCAMORE I I 7 SYCAMORE LEED GREEN ASSOCIATE ) REMAIN All. ... _ � _ 1REMA 1 C� \ / \ JOB: 12112020 �g 12 Sycamo� 12 S camore \ (N)UNDERGROUND / SIGNATURE: TBM \ / ELE SERVICE COORDINATE FENCING TO COMPLY WITH - ' EE1 OO.00 \ �(E) STREET TREE CUPERTINO MUNICIPAL , TO BE PROTECTED WITH PGI= CODE(cMc) (N)1"WATER �� P,ER CITY STANDARD DETAIL / - `� METER PER FIRE CAL b 19.48 6-4 r �I�� SCALE:1/8"=1'-0�� IV I -I ! S . TANTAU NVENUE ( 60) I WFINISH GRADE PROPOSED SITE PLAN TYPICAL FENCE DETAIL �J SCALE 112"=1'-0" �� - - - - HINK - - - - - - - - - - - - -- - - - - - - - - -� - - - - - - - - -b - - - - - - - - - - - - - - - -- - - - - - - - - - - - - ° HINKLEY EXTERIOR LIGHTING SEE SPEC DOWNWARD AND SHIELD LIGHTING. SITE PLAN NOTES: FRONT YARD IMPERVIOUS AREA LIMITATION: NEW DRIVEWAY APPROACH, REMOVE & REPAIR BROKEN & UPLIFTED SIDEWALK, LOTS>60 FRRT MAX IMPERVIOUS AREA-40% FRONT YARD CURB AND GUTTER, UNDERGROUND ELECTRICAL OVERHEAD LINES. IMPERVIOUS PAVING TOTAL 736.2 S.F D/S FOR DOWN SPROUTS LOCATION AND PROVIDE SPLASH BLOCKS. 39.3% SEE LANDSCAPE PLAN L3 FRO DETAILS —Go-min a nit - e I a - e nt De r-t m e-n- Planning Division — Cupertino 621-011 CV HRTINO APPROVED R-202 23'-41" 15'-92" Case # _ A o proval Body: Director Staff 12'-91" pprova I Date 08/24/2 5 E nature Brianne Hark u h - - R aI adN ol Case a age, - - - 0.5 303 C.A 3050S.H 3050S.H F1 i I RBLE I = 0 LU J (n Oce. CD O 0co 1mr _ 42'-71" O LU BEDROOM 1 ZC2040 2040 `-9 15'-01" 07 J Q ADU _ SKY SKY N O < D O Q d7 ~ Q z p — — — — — — — — — — RAIL MIN 42" � '_ " � � � Z N 3080 L — — — — — 2030C. 2630C.A 0O Of cn � ADU FAMILY 8060 L N a m LU N 2030 10'-0"c.H = z Area YU . a 00- 158 SF N J �Lr 2 20 I Q LnU S NOOK� — 10'-0"C.H - - - � ° I - 6050 .L sKY ci 1 1680 S.L.D - MAST.BATH (BATH 3) � � , I ICY) 7- — — — — — — — — — 10'-0"C.H C) "c%> N CM co I I 0 0 N 17'-01 O CE) 0 0 I I LU I I I I = I I Z - - 1 ° KITCHEN I 0 10'-0"C.H I ED 4 I Area 2020 LC O ° 1 10' 0" C. I 1539 SF o l - � I SKY '-0"C.Hrc MAST.BED (BED 3) _ J o Q I 10'-0"C.H L? U 3' O co I I - QC Ln w � I � I I G , O p = N �n - I _C-::::C::. LC - V Area -, 1 _ 0'-0"C.H 2656SF O %BAH 4 1 � FAMILY& DINING � , 06 MEDIA ROOM o 10'-0"C.H Uj 0 10'-0 C.H I U Z = _ 2020 1 °o I M SKY2040 O L SKY 15'-61„ N — _ Co d' I W - = - O _ 10'- 'C.H co N , ( ) � _ 1 A_$ 1q_ — r^ _ OFFICE o O 0 1410'-0"C.H cfl00 b W-01 J J 00 FIRE PLACE O M Uj LA NDRY o RBLE FULL HEIGHT DOUBLE O 10' 0" C.H SIDED _ = 2630C.A 2630C.A i BATH I ao 10'-0"C — — tcm) _ BED 5 2 CAR GARAGE �2ND FL LINE -:IN � 10'-0"C.H 10-0 �..H W/H F.U.R I o o _ 0 80GA 0 0 3050F.1 J OREVISION DATE " _ co —N I - - Nr3ATTH NLIVING ROOM„ 2 L — — — — ❑ I 12-0 C.H ` � A Li in 7056 S.L ljr 10'-0"C. ElT 5-21 5�_21 III r.- \ 0 0 _ JIACHENG(JACKSON) LIJ ❑ - 23'-11" 7'-111" DRAWN BY: LEED GREEN ASSOCIATE 16 x7 GARAGE 6080 ENTRY D/,!, 42'-71 DOOR N —� 6018 TRANSOM` JOB: 07212021 N 9056 S.L N N A M E : PROPOSED 2ND FLOOR PLAN 9018 TRANSOM S C A L E : 1/4"=V-0" SIGNATURE: ENTRY PORCH Area 7056 S.L 196 SF bo SCALE: 1/4"=V-0" , „ N A M E : PROPOSED FIRST FLOOR PLAN PROPOSED FIRST S C A L E : 1/4"=1'-O" 10 0 FLOOR PLANS 35'-31 " 7'-4 11'-11 —Ee-min a ni t - e I a - e nt D e r-t m e-n- Planning Division — Cupertino CV E1RTINO APPROVED Case # R-2022-024, A prova I Body: Director/Staff N pprova I Date 08/24/22 5 E nature Brianne Harkousha Ga s Case Mana er wo ElZ ❑ Y V cc 21'-511, _ F 23'-41„ 158 SF E 87 SF w O 9 280 SF LU N O J > Q 8 _ DCID _ � � � 0' N 504 SF 354 SF in < z O0� U) 0� 10 0Oz N � 574 SF � O oU C 945 SF =C? zo N V N CIO) =I a CO M LU 18'-91" _ Z 5 � O Oc 509 SF U �� _J Q 7 N = 338 SF 4 �m 554 SF (�1 A _ 06 v 31 SF Z w z :L B O � 123 SF Q co 23'-42 O z CV 9'-81" �0 QCIDv! N A M E :2ND FLOOR F.A.R U LO 20'-6" 14'-81LL S C A L E : 1/4"=1'-0" Q F.A.R CALCULATION: 6 LOT SEIZE: 9,375 SQ.FT 425 SF MAX F.A.R :45%=9,375*45=4,218 SQ.FT MAX COVERAGE: 2 45%+5%(OVER HANG)=4,218SQ.FT+9,375*0.05=4687.25SQ.FT LR EV I S I O N DATE C?L i 491 SF o 0 3 F.A.R CALCULATION F.A.R CALCULATION 338 SF 1RST FLOOR 2ND FLOOR SECTION DIMENSION AREA(S.F) NOTE SECTION DIMENSION AREA(S.F) NOTE 0 1 24'-2"x7'-112' 193 PORCH A T-11"x3'-11" 31 2 24'-2"x20'-31" 491 B 13'-5"x9'-2" 123 FF 3 14'-8 2'x22'-11 "' 338 1„ ooCL--ftd ma,-H 1006 C 32'-11"x28'-8 z 945 OOSZ>ine�neH�ES6L11°sb no ave O°b` 4 23'-4 2'x23'-8 2' 554 1 1 sz---61 saoH D 9'-8 2'x36'-6 2' 354 5 17'-7"x28'-11" 509 E 15'-6"x5'-7" 87 JIACHENG(JACKSON) LIJ 6 20'-6"x20'-7" 425 GARAGE F 19'-10"x7'-11 2" 158 BALCONY DRAWN BY: LEED GREEN ASSOCIATE 7 18'-9 2'x18'-3 2' 338 8 23'-4 2'x21'-6 2" 504 PATIO TOTAL 2ND FLOOR LIVING:1540 SQ.FT JOB: 121 12020 Area - BALCONY: 158 SQ.FT =I 9 17'-2"x16'-4" 280 PATIO SIGNATURE: 1 193 SF 10 21'-5 z"x26'-11 2" 574 ADU TOTAL 1RST FLOOR LIVING:2230 SQ.FT SCALE: 1/4"=1'-0" a GARAGE: 425 SQ.FT Fp-1TOTAL 1 RST FL F.A.R:2655SQ.FT PATIO:977 SQ.FT ADU:574 SQ.FT F.A.R PLAN N A M E : 1 RST FLOOR F.A.R TOTAL F.A.R:4195 SQ.FT TOTAL COVERAGE: 2230 SQ.FT+425 SQ.FT(GARAGE)+977SQ.FT (PATIO)+385 SQ.FT(OVERHANG)=4,017SQ.FT(WITHOUT ADU) 4,017+574=4591 SQ .FT WITH ADU —Go-min a nit - e I a - e nt De r-t m e-n- Planning Division — Cupertino CV 11RTINQ APPROVED Case # R-2022-024, A provaI Body: Director/ Staff i pproval Date 08/24/22 ELEVATION NOTES: I 5 nature Brianne Harkousha cH Case manager — — — — — — — — — — — — — — — — — — — — — — — — — T.O.P OF RIDGE O ad ol 7/8"THICK MIN, 3 COAT CEMENT PLASTER FINISH w/PAPER BACKED WIRE MESH 2-LAYERS GRADE d BOSTON CREAM 21'-2" (129.575') a o cc 1122 4 4) S SIZE 91 PS CONCRETE F BY EAGLETILE 4503 SIERRA MA ROOFING DRE ES 19 # FELT 00 O UNDER-FLOOR VENT O4 WOOD TRIM @ EAVE w/GUTTER 26 GA. GALV.METAL CAP T.O.P 2ND FLOOR 21'-2" (123.86') O GARAGE DOOR:STEEL CARRIAGE SECTIONAL, SEE OWNER LU 07 O6 ENTRY DOOR: STEEL D 0 \ O7 WINDOWS TYPICAL: _ \ ANDERSON 44 Og DOOR TYPICAL: uJ ANDERSON > 12 O CONCRETE LANDING AND STEP J Q _ 00 Q O T.O.P ENTRY PORCH > Q 10 HOUSE NUMBER:SHALL CONTRAST WITH THEIR BACKGROUND, O� 12'-0"(114.7') MINIMUM 4" HIGH WITH 2" STRIKE JZ 0 Q Z T YI �1 _ � _ 1114111 1 1 1 1 1 1 1 1 1 1 F.F 2ND FLOORco 1 V-2" (113.86') 0 W T.O.P 1 RST FLOOR ti a 10'-0" (112.7') N — — — a 00 o U TRANSITIONAL ARCHITECTURE STYLE : • MINIMIZE IN DETAILING AND CLEAN LINES LL-1 • WHITE STUCCO EXTERIOR • MIX OF CONTEMPORARY AND TRADITIONAL • STRIP WINDOW IN THE FRONT AND TRADITIONAL ROOF LINE C? FINISHED FLOOR 0'-0" (102.7') UU Z NAME : PROPOSED NORTH ELEVATION(RIGHT) 0U S C A L E : 1/4"=V-0" J_ Q Q r am �n r V CLASS 'A' CONCRETE TILE BOSTON CREAM STUCCO COLOR. MIN 30# FELT BORAL Z W "CHARCOAL" 7 T.O.P OF RIDGE O 2 a4 12 zN V �/^/ o � -r-�I v/ W T.O.P 2ND FLOOR - - - �� 21 -2 (123.86') 44 . TAP- ® Exlericr a4 EllT.O.P ENTRY PORCH ANDERSON WINDOWS FIBERX REAR NANA-WALL 12'-0" (114.7') DARK BRONZE EXTERIOR DARK BRONZE ALUMINUM REVISION DATE F.F 2ND FLOOR 11'-2" (113.86') _ T.O.P 1RSTFLOOR 0 0 � 0 ' 0 JIACHENG(JACKSON) LIJ \ \ DRAWN BY: LEED GREEN ASSOCIATE FINISHED FLOOR JOB: 121 12020 SIGNATURE: N A M E : PROPOSED SOUTH ELEVATION(LEFT) SCALE: 1/4"=1'-O" S C A L E : 1/4"=V-0" PROPOSED N/S ELEVATION —Go-min a nit - e I a - e nt De r-t m e-n- Planning Division — Cupertino CV 11RTINO APPROVED Case # R-20224, a u'k ELEVATION NOTES : 7/8"THICK MIN, 3 COAT CEMENT PLASTER FINISH w/PAPER royal Body: Director/ Staff 1 p Y� BACKED WIRE MESH 2-LAYERS GRADE d BOSTON CREAM .Approval Date 08/24/22 I O CLASS 'A' FLAT CONCRETE TILE BY'EAGLE ROOFING MIN 30# FELT S nature Brianne Harkousha SIZE 17X13 9.1 PSF BY EAGLE 4503 SIERRA MADRE UES-1900 U Ga Case Manager O UNDER-FLOOR VENT 0.5 T.O.P OF RIDGE m 21'-2" (129.575') O4 WOOD TRIM @ EAVE w/GUTTER 26 GA. GALV.METAL CAP O5 GARAGE DOOR:STEEL CARRIAGE SECTIONAL, SEE OWNER a4 I I 1 1 717 19 4 O6 ENTRY DOOR: STEEL LU T.O.P 2ND FLOOR O7 WINDOWS TYPICAL: _ w ANDERSON ® DOOR TYPICAL: � ANDERSON O O CONCRETE LANDING AND STEP 15'-01" ILL 0 W 2ND FLOOR S.B O 17'-4�" z 10 MOUMUM 4SE MHIGH WITH zBER-SHALLC0 STRIKE WITH THEIR BACKGROUND, U) J Q 2ND FLOOR S.B a4 0 O < Q O Cn >� 0 a4 =o o J Q O _ \ T.O.P ENTRY PORCH � =_ LU Ov ROOF \ 1 '-0" (114.7') N O (n U PNE�� F.F 214D FLOOR z O or - ��- 11'- " (113.86') - CV T.O.P 1 R T FLOOR 0 0 w TRANSITIONAL ARCHITECTURE STYLE : 0279# 10279 D w V) w • MINIMIZE IN DETAILING AND CLEAN LINES • WHITE STUCCO EXTERIOR z �I • MIX OF CONTEMPORARY AND TRADITIONAL VV11JJ VVLLJJ g STRIP WINDOW IN THE FRONT AND TRADITIONAL ROOF LINE I "I I I I T7_1 L CIO Of � N 0 FINISHED FLOOR N.G 101.7 0' 0" (102.7') Uj T- SETBACK N A M E : PROPOSED EAST ELEVATION(FRONT) SETBACK f S C A L E : 1/4"=1'-0v' U J_ Q CLASS 'A' CONCRETE TILE BOSTON CREAM STUCCO COLOR. Om 2E'^ MIN 30# FELT BORAL v "CHARCOAL" � tQ1 L.L Z w Z T.O.P OF RIDGE O 1 CIO T.O.P 2ND FLOOR ULo Exterior ANDERSON WINDOWS FIBERX REAR NANA-WALL DARK BRONZE EXTERIOR DARK BRONZE ALUMINUM LL-1 L�j� L-1 L===] T.O.P ENTRY PORCH To REVISION DATE 12'-0" (114.7') co LL N — — — — — _ F.F 2ND FLOOR ILL C T.O.P 1RST FLOOR 0 10'-0"(112.7') ILL F � DRAWN BY: JIACHENG(JACKSON) LIJ LEED GREEN ASSOCIATE FINISHED FLOOR JOB: 121 12020 N.G 101.7 N.G 101.7 0'-0"(102.7') SIGNATURE: SETBACK N A M E : PROPOSED WEST ELEVATION(REAR) SCALE: 1/4"=1'-O" S C A L E : 1/4"=1'-0" PROPOSED WE ELEVATIONS N N 0 N No u A W W IDS 1Q = y/A r 2020 �- s_ p W D 04 p10-1)�rt-p w _C-0 � ' Cupertino pS 'n pi�ision_ ❑ lanni g Cn R to OG P OVEp GU YIN - y/ 2= 9 � se# e or a praval odY- Q 4122 2040 u F I raWal ate a usha FLAT ROOF SKY p azure 8�� one Rase Ma agef -Tpo uJ 2040 DG p SKY 1 (D LU � Q `�` RIDGE I y/A i i ❑ y 2040 S_ moo,� o 2 J a S 2020 � y Fy SKY od � CO i U (f� o Q 2 F Lo N oAT� �A / 2Np FI-Rp°F P ��REVISIr�N % R�ppS Ep N AM�E 1�4„_1 _per SCA DS '2 � I I G dACK50N)LU JIPCNEN� p550G1A�E 1 I QW BY• IEED GREEN OR N I I 1 1 I I JQ�. �2112 020 SIGNATURE' I � SC A 14° - - Ds ROOF _ _ - pROpOgED I Qv� y/6 6 J y/A �e �e seo �e pS D 1RST FI-ROOF PLAN PROF)o SCALE —Eo-min snit - e I a - e nt De r-t m e•n- Planning Division — Cupertino CV 111RTINO APPROVED Case # R-2022-024, A provaI Body: Director/ Staff N pprova I Date 08/24/22 a 5 nature Brianne Harkousha s T.O.P OF RIDGE Y o R — cc T.O.P 2ND FLOOR W Cn O LAUNDRY _ 10'-0"C.H ATH` BATH 4 10'-0"C.W (BED 4) 10'-0"C.H Q W 10'-0"C.H � � J QFr 77 "I- 0 < D '0 HA i i 1� 1� 1� 1� 1� i i 11111 1� 1� 1� ' =i T.O.P ENTRY PORCH 0� Q Lb 0 Q z F.F 2ND FLOOR W Cn — 11'-2" (113.86') O T.O.P 1 RST FLOOR 0 W 10'-0"(112.7') N a 0 O U ADU BED ADU KITCHEN FIRE RATED MEDIA ROOM 10'-11"C.H _ 10'-0"C. WALL 10'-0"C.H STC 50 ` 2 CAR GARAGE 10'-0" C.H FINISHED FLOOR 0-0 ( 02. ) N.G 101.7 1 7� a '• ° '° N.G101.7LU a, Z L O U N A M E : SECTION PLAN 2 Q Q Om 2i T.O.P OF RIDGE Z 7w 21'-2" (129.575') 4BAYWIN)0 Z FROM RFACEOTO CE Cn < J CD C") Z N T.O.P 2ND FLOOR x O — — — — — — — 21'-2"(123.86')BATH 4 HALL WAY co 10'-0"C.H 10'-0"C.H 4LUMIN. WINDOW � I ,( SYSTEM O WOOD WINDOW SILL, ` OFFICE o 10'-0"C.H x,Zmax 'v ' \ / T.O.P ENTRY PORCH FLOATING z O i \ / \ / � 12'-0"(114.7') NO FLOOR ' F.F 2ND FLOOR REVISION DATE T.O.P 1 RSTFLOOR - 0 N A M E : BAWY WINDOW DETAIL 0 S C A L E : 3/8"=1'-0" MEDIA ROOM FAMILY& DINING 0 10'-0"C.H 10'- " C.H DRAWN BY: JIACHENG(JACKSON) LU I� FINISHED FLOOR LEED GREEN ASSOCIATE N.G 10 1.7 0'-0" (102.7') JOB: 121 12020 N A M E : SECTION PLAN 1 SIGNATURE: S C A L E : 1/4"=V-0" AS SHOWN SECTION PLAN C mmunity Development Department Planning Division - Cupertino CUPERTINQ APPROVED Case # R-2 a Approval Body: Direct r22 Approva I Date 08/2 LEGEND: Signature Brianne H kousha I I AC ASPHALT CONCRETE Ca Manager I I BC BUILDING CORNER BW BACK OF WALK NEW CB CATCH BASIN RESIDENCE CMP CORRUGATED METAL PIPE CO CLEAN OUT TW102.75 TW102.66 TW102.61 CRN CROWN BW101.52 S.0023'00"E. BW101.12 75.00' BW100.81 I DW DRIVEWAY EC EDGE OF CONCRETE EM ELECTRIC METER FACE OF LOW WALL P.L. EP EDGE OF PAVEMENT 777 SHED FCOR FENCE CORNER 10279 S TANTAU AVENUE �o'3"TREE FD FOUND CUPERTINO CA 1 01.68 G F°01 FF FINISHED FLOOR ' cFc �° +�o IG ° APN: 375-08-006 SHED +�o�. +�° ti 4 SHRUB +°°\ 4 ORANGE I o FL FLOW LINE FH FIRE HYDRANT +Go° FW FRONT OF WALK G GROUND Fo �� GC GARAGE CORNER GF GARAGE FACE/FRONT Z 4G6\ GFC GROUND AT FENCE FC FENCE W E C +Goy. GM GAS METER & A S S O C I A T E S o HCR HANDICAP RAMP 0 5 10 20 �, o� °F G°° INV INVERT IP IRON PIPE 2625 MIDDLEFIELD RD#658 JP JOINT POLE PALO ALTO, CA 94306 � FF---��-�� LG LIP OF GUTTER O/H OVERHEAD TEL: (650) 823-6466 O +�o O PC PROPERTY CORNER FAX: (650) 887-1294 1.11.0 P.L. PROPERTY LINE G �� ° �� ° �� I RW RETAINING WALL o in +� +�o +,�o in �� I SL STREET LIGHT 00 \o 0 0�� SSCO SANITARY SEWER CLEANOUT �o 0 0� GF° SSMH SANITARY SEWER MANHOLE D o 0 o GoN + ° SDMH STORM DRAIN MANHOLE D o D TBC TOP BACK ROLLED CURB o . p TC TOP OF CURB o 0 o D � D TOB TOP OF BANK 4VQ °� o +�o TOE TOE OF BANK v o � SHED � D � TP TOP OF PAVEMENT TWC TOP OF WALLED CURB �G�o� o� 10265 S TANTAU AVENUE W u/G UNDERGROUND N° +�o . �F o� VCP VITRIFIED CLAY PIPE l I D SSCO o EXISTING HOUSE M-� o RIDGE=125.73f WV WATER VALVE WM WATER METER BOX -E- ELECTRICAL LINE D o Q �� -CTV- CABLE TELEVISION LINE I o� -G- GAS LINE ° I D 10279 S TANTAU AVENUE {Go°� I -SS- SANITARY SEWER LINE LICENSE STAMPS AND SIGNATURE EXISTING HOUSE -SD- STORM DRAIN LINE o�FC, D ° D o FF = 101.55t -W- WATERHO�� LINE ° o� o�> o RIDGE=115.32t °o / (E) WINDOW AT +� � 2ND FLOOR (TYP.) -W- PROPERTY LINE - - LAPi� S FENCE LINE .RAN 10293 S TANTAU AVENUE o o DCD EXISTING HOUSE o God° (E) WINDOW AT O 'a -X - 3 RIDGE=116.04f o D o 2ND FLOOR (TYP.) BASIS OF BEARINGS: L,� L Cfj oD �� +�o�°° o �� PORCH o°� i � THE BEARING, SO°23'00"E, OF THE CENTER OF CAL�� . o LINE OF TANTAU AVENUE, AS SHOWN ON 17 �� 101.31 101.27 L� ,.,.., i o 0 0 �F G�� Fo�o (E) WINDOW AT THAT CERTAIN MAP FILED IN THE OFFICE OF THE RECORDER OF SANTA CLARA COUNTY, ° °° 2ND FLOOR (TYP.) STATE OF CALIFORNIA, IN BOOK 22 OF MAPS D oD o� o°N�� AT PAGE 4, WAS USED AS THE BASIS OF ° 0 25' BLD� LINE EM&GM I BEARINGS SHOWN ON THIS MAP. ISSUED D o�� O°� ° No. Description Date o G t BASIS OF ELEVATION: -Q� D I TBM ELEV=100.00 (ASSUMED) L 0 T 174 CG C7 p NF N� AREA = 9,375±SQ.FT. UTILITY NOTE: +�o° o UNDERGROUND UTILITIES. SHOWN PER \ I o oo�° +Goo° +o�� SURFACE EVIDENCE AND RECORD MAPS. o o I MAY BE DIFFERENT THAN AS SHOWN. \ o D BEFORE EXCAVATION, CALL UNDERGROUND o ° SERVICE ALERT (USA) 1-800-642-2444. FC o�� o°� S.0°23'00E. �o�o �� 'N° ��,� ��°o DATE: �° �° �° �° 7 5.0 0 °o �� LEGAL DESCRIPTION Maxcx 27,2022 - � I) �`' 100.35 �� LOT 174, TRACT NO.550, MAP REF: BOOK SCALE: 12'TREE °o 00 12'TREE o0 12'TREE 12 fiREE 11 'TREE 22 PAGE 4 AND 5 o o ° ( WM ��°°� -0 nGIb° �o�� oo� °N� DRAWN: FH �o oo e o o° 'TIP. o ��o. ��°. �qo BG °��G ..........................��.................. `��.................................... 1.00:08.. C' NOTE JOB: . .................................................................................................................................... ................. . � o � 10078 00 °° o° 1. MEASUREMENT OF BUILDING LINE IS TO gD TBM � ,°o o ooEL-100.00 THE FACE OF STUCCO OR SIDING °o WV wovWV `o. oo�� SHEET TITLE: WV BOUNDARY& S. TANTAU AVENUE ( 601 R/W ) TOPOGRAPHIC � � t � � � t � � a � � ono° o1 °t °moo° °`�o o�o�' °�o� o�o0 0�°� MON - - - I ,G� - - - , - - - - �I-o- - - - - Vie- - - - �-�e - - - - —I o� - - - MON 7 MON SURVEY MH Doi° I l SHEET NO. l � I I coo WEC -Ee-Fnm-U-F i t - .el& ---e-nt- e -Ft r-n e-n- I I a Planning Division - Cupertino CU df(TINO APPROVED I Case # R-2022-024, prova I Body:-Di -enor/Staff- — - - -- --— -- IBWIOI.52 S ° 0' 2 3 ' 0 0 ''E° Ewffff ,�\ 7 5 . 0 0 ' EW10021 - -- -- -- - - - - - - -- -- -- - - - - - - -- -- - proval Date 24/22 FACE OF WALL SHED P ° �—° S nature Brianne Harkousha & �� Y Case Manager 4 v ®� EMOVEremo e 4 r9m ve " Plum „ Qo SHED citrus RO �� c �® �® DEMOLITION PLAN NOTE: Y remove 4 itru co i � � VERIFY EXISTENCE OF ANY HISTORICAL STRUCTURES ON SITE PER THE CUPERTINO GENERAL PLAN (IF ANY) �® C5®� w 0 '6 O � > > — US 0, C� 00 O � a- 2 0) w 0 CD 177 �\ U � - - - D o - I _ 17 17 p SHED D 4 REMOVE o p D � D 17 10265 5 ®� TANTAU TA UAVENUE I p ssco �® ®�® � co o p / / / / / � EXISTING HOUSE a RIDGE= 1 25.73± a p LUI I D 0279 S TANTAU AVENUE �� I- O a EXISTING HOUSEto U FF = 101 .55± � �� D RIDGE= 1 15.3 2±®p (E) WH OW A7 O BE DEMOLISHED � � � oop I CL 2Ji TANTAU AVENUE I ®� V TING HOUSE � I / ° ad E= 1 1 6.04± CD (E) WZZOW AT o O o D o j 0 O 2ND FLOOR ( YP.) Z w Id 0 PORCH Z 126 0 110Il 1 101.27 M FLOOR ( I II �a(E)D DR YEWALY I ® ®� Iv^ V �` EM&GM 25 BLDG®LNE 0c0 ------------------------------------------------------------------------------------------------------------------------- co LO CD p D 17o L 0 T 1 7 4 �p51b AREA = 9 , 375SSQ ° FT° I 0 LREVISION DATE 17 ZL -- � �b 12" E E E ��°�� 1 TREE � � � � b`�® SYCAMORE �� I �� I I 1 TREE I 1 1 TREE' ll00,®� b SYCAM j I �� ROTE � J �1 0 TBIVq m DRAWN BY: JIACHENG(JACKSON) LU \ \ / I\ LEED GREEN ASSOCIATE EL=100.00 \ �E) STREET TREE TO BE PROTECTED\ \ PE�t CITY STANDARD DETAIC6-4 JOB: 121 12020 lv \ z SIGNATURE: So TANTAU XV-7`1 E9 R/W) - SCALE:1/8"=1'-0" N A M E : DEMOLITION PLAN ° - - -—- DEMOLITION PLAN SCALE : 1/8"=1'-0" Revision Communi y Dev lopment De art WXTER-EFFICIENT LANDSCAPE CHECKLIST WATER BUDGET WORKSHEET Planning Di isio r ino CuF LRTINO APIRO- D. Community Development DepartmeW Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Case # R-20 2-0 Cupertino, CA 95014 planning@cupertino.org Cupertino, CA 95014planning@cupertino.org http://cupertino.org/planning p g Landscape Documentation Package Checklist CUP RTINO CUPERTINO http://cupertino.org/planning Approval Body: Director/ 'A T1: CERTIFIED/LICENSED PROFESSIONAL INFORMATION LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST Approval Date 08/24/ 2 PART 1: PROPERTY INFORMATION COMPANY&COMPANY ADDRESS PROJECT ADDRESS A.P.N. 1 - PROJECT INFORMATION Signature Bria ne Har o rynry I P� SIC _ I andscape Architect 02 5 10279 Tantau Ave., Cupertino, CA Cas8 M N ME LIC./CERT.# S1 °1' a Date - 5/9/22 Gregory Lewis #2176 sus �P REFERENCE ETo TOTAL LANDSCAPE AREA NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA b Applicant - Greg Lewis - Landscape Architect E-MAIL PHONE 9TFOF CA� 45.3 p c Project Address - 10279 Tantau Ave., Cupertino lewislandscape@sbcglobal.net (831 ) 359-0960 PROFESSIONALSLAL 2001 SQ.FT. 2001 SQ.FT. SQ. d Total Landscape Area -2001 sf N PART 2: PROPERTY& PROPERTY OWNFR INFORMATION PART 2: SAMPLE HYDROZONE TABLE e Type of project -single family residential REGULAR LANDSCAPE AREA f Potable Water - San Jose Water Laura Lu lauralelu@gmail.com g Checklist of all documents in package - see this page w HYDROZONE PLANT IRRIGATION IRRIGATION ETAF LANDSCAPE ETAF X LAND- ETWU S 1 FACTOR(PF) METHOD EFFICIENCY(IE) (PF/IE) AREA(SQ.FT.) SCAPE AREA CD h Contacts of Applicant - Jackson Lu Jackson-lu@outlook.com 10279 Tantau Ave., Cupertino - P"ECT ADDRESS A.P.N. 1 0.25 Drip 0.81 0.3086 1742 537.65 15,101 i "I agree to comply with the requirements of the water efficient landscape v 10279 Tantau Ave., Cupertino 2 0.5 Drip 0.81 0.6173 234 144.44 4057 ordinance and submit a complete Landscape Documentation Package'' Q M PROJECT TYPE(CHECK APPLICABLE) WATER SOURCE 3 0.25 Drip 0.81 0.3086 25 7.72 217 � New Potable TOTAL LANDSCAPE AREA TURF PLANT AREA (0 ❑ Rehabilitated 0 Recycled O U o LO ❑ Non-Residential ❑ On-site captured rainwater 2001 SQ.FT. SQ.FT. W M 0, Grawater U � WATER PURVEYOR NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA z Ni Owner's Signature Date J L Q 2001 SQ.FT. 0 U TOTALS (A) 2001 ($) 690 (Y)19,375 A.APPENDIX B - WATER EFFICIENT LANDSCAPE WORKSHEET - SEE SHEET LO C:PART 3: COMPLIANCE CHECKLIST v� SPECIAL LANDSCAPE AREA W Landscape Parameter Requirements Compliance LU .� 1 B.APPENDIX C - LANDSCAPE (PLANTING) PLAN - SEE SHEET Ll AND IRRIGATION PLAN - TURF AREA Turf shall not exceed 25%of the landscape area or 1,250 sq.ft.,whichever is lesser in area. SEE SHEET L2, L3, L4 � Y no turf (No turf in non-residential area) El 1 0 Turf shall not be planted on slopes more than 25%. ❑ YES TOTALS (C) 0 (D) 0 (Z) 0 0 M GRADING PLAN - see sheet C-2 W All portions of turf areas shall be wider than ten(10)feet (unless irrigated with ❑ YES (7 subsurface irrigation or low volume irrigation system). PART 3:WATER BUDGET CALCULATIONS DEFINITIONS + (Z)19,375 ET4�'U < 30,910 HYDROZONE:Put in hydrozone#,letter,or planting MAWA A B C•PLANTING AREA At least 80% (100% for non-residential area)of non-turf area shall consist of �YES [:�Y) description.(e.g. 2,3, front porch,adjacent to driveway, Prior to Planning Inspection, the following documents must be submitted and approved native or low water use plants. front lawn,etc.) PART 4: ETAF CALCULATIONS 0 PLANT FACTOR(PF):Use WUCOLS to determine Plant Factor. No invasive and/or noxious plant species shall be planted. YES Plant factors are 0-0.1 for very low water use plants,0.1-0.3 for low 1 . CERTIFICATE OF COMPLETION A N D N STA L LAT I O N Average ETAF for Regular Landscapes= (B) - (A) water use plants,0.4-0.6 for moderate water use plants,and 0.7-1.0 Plants with similar water needs shall be grouped within hydrozones.Each for high water use plants. hydrozone shall be controlled by a separate valve. y7 YES .34 (ETAF) < (0.55 for residential) IRRIGATION METHOD:Overhead spray or drip 2. IRRIGATION SCHEDULE (Section 14.15.110 � IRRIGATION EFFICIENCY{IE}:0.75 for spray and 0.81 for drip SOIL MANAGEMENT Atleast4cu.yds.ofcompost,six(6)inches deep,shallbeappliedper1,000sq.ftoflandscapearea YES (ETAF) < (0.45 for non-residential) ETAF:The maximum average EvapoTranspiration Adjustment Factor for residential properties,exclusive of Special Landscape A minimum three (3)inch layer of mulch shall be applied on all exposed soil Site-wide ETAF = (B + D) + (A + C) Areas,is 0.55 and for non-residential properties is 0.45;ETAF for 3. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE (Section 14.15.120) surfaces of planting areas,except in areas of direct seeding application(e.g. YES 34 new and existing Special Landscape Areas shall not exceed 1.0. • ETo=evapotranspiration rate means the quantity of water hydro-seeding). Site-wide ETAF evaporated from adjacent soil and other surfaces and transpired 4. LANDSCAPE AND IRRIGATION INSTALLATION REPORT (Section 14.15.130) by plants during a specified time Grading shall be designed to minimize soil erosion,run-off,and water waste. YES 0.62 is a conversion factor that converts acre-inches/acre/year to g q evapotranspiration FORMULAS gallons/sq.ft./year. 5. LANDSCAPE MAINTENANCE AGREEMENT �N1 IRRIGATION SYSTEM Automatic irrigation controllers are required and must use eva otrans iration or soil moisture sensor data and utilize a rain sensor. y�YES ETWU = ETo x 0.62 x (ETAF x Landscape Area) Na 2 '6 y� ❑ no irrigation 7`� Estimated Total Water Use r system Irrigation controllers shall be a type which does not lose programming data in YES the event the primary power source is interrupted. � MAWA= ETo x 0.62 x [(ETAF x Landscape Area) + ((1-ETAF)x SLA)] ao 2024 Maximum Applied Water Allowance S °e9 22 f 0 Page 1 1 qTF OF CAS-�� WATER-EFFICIENT LANDSCAPE CHECKLIST Community Development Department TREE PROTECTION DURING CONSTRUCTION. 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 [is Cupertino, CA 95014 planning@cupertino.org PROTECTED TREES DESIGNATED FOR PRESERVATION SHALL BE PROTECTED DURING http://cupertino.org/planning CUPERTINO DEVELOPMENT OF A PROPERTY BY COMPLIANCE WITH THE FOLLOWING, WHICH MAY Landscape Parameter Requirements Compliance BE MODIFIED BY THE PLANNING DIRECTOR: IRRIGATION SYSTEM Pressure regulators shall be installed on the irrigation system to ensure the A. PROTECTIVE FENCING SHALL BE INSTALLED NO CLOSER TO THE TRUNK THAN dynamic pressure of the system is within the manufacturer's recommended YES THE DRIPLINE AND FAR ENOUGH FROM THE TRUNK TO PROTECT THE INTEGRITY pressure range. OF THE TREE. THE FENCE SHALL BE A MINIMUM OF FOUR FEET IN HEIGHT AND Q Manual shut-off valves(such as a gate valve,ball valve,or butterfly valve) Shall -gYES SHALL BE SET SECURELY IN PLACE. THE FENCE SHALL BE OF A STURDY BUT U be installed as close to possible to the point of connection of the water supply. OPEN MATERIAL (I.E., CHAINLINK), TO ALLOW VISIBILITY TO THE TRUNK FOR All irrigation emission devices must meet the requirements set in the ANSI INSPECTIONS AND SAFETY. THERE SHALL BE NO STORAGE OF ANY KIND WITHIN o standard,ASABE/ICC 802-2014"Landscape Irrigation Sprinkler and Emitter Standard." All sprinkler heads installed in the landscape must document a YES THE PROTECTIVE FENCING. distribution uniformity low quarter of 0.65 or higher using the protocol defined V, L in ASABE/ICC 802-2014. B. THE EXISTING GRADE LEVEL AROUND A TREE SHALL NORMALLY BE Dedicated irrigation meters are required for non-residential projects with more YES MAINTAINED OUT TO THE DRIPLINE OF THE TREE. ALTERNATE GRADE LEVELS MAY than 1,000 sq.ft. of landscapearea. this is single family residential BE APPROVED BY THE PLANNING DIRECTOR. Landscape Sheet � WATER FEATURES Pool and spa covers shall be installed. ElYES U pool C. DRAIN WELLS SHALL BE INSTALLED WHENEVER IMPERVIOUS SURFACES WILL Index �� ❑ other: Recirculating water systems shall be used for all water features. ❑ YES BE PLACED OVER THE ROOT SYSTEM OF A TREE (THE ROOT SYSTEM GENERALLY no water features Water features are limited to 10% of the landscaped area. YES EXTENDS TO THE OUTERMOST EDGES OF THE BRANCHES). � Q HE � LO - Landscape Documentation I am aware of available informational resources regarding native and low water use plants,irrigation efficiency,and other aspects of D. TREES THAT HAVE BEEN DAMAGED BY CONSTRUCTION SHALL BE REPAIRED water-efficient landscaping. I certify that the information provided on this checklist is correct,and the installed landscape complies IN ACCORDANCE WITH ACCEPTED ARBORICULTURE METHODS. Ll - Planting Plan with the requirements of Chapter 14.15 and/or the requirements of the Prescriptive Compliance Option.I also understand that any changes to the project will necessitate anew checklist. Landscaping has not been Installed yet. E. NO SIGNS, WIRES, OR ANY OTHER OBJECT SHALL BE ATTACHED TO THE TREE. L2 - Irrigation Plan 11�0 O1-1 r is 5/9/22 ❑ F. PLEASE SEE ADDITIONAL TREE PROTECTION 11.08 OF MUNICIPAL CODE IF L3 - Hydrozone Plan/ N NEC Z O ❑Applicant Comments ElG. THE ONLY TREES TO BE PROTECTED ON THIS PROJECT ARE THE EXISTING Pervious Area Diag . Use additional paper if necessary STREET TREES IN THE ROW IN FRONT OF THE HOUSE L4 - Landscape Details ❑ L5 - Landsca e Specs❑ p Staff Evaluation Staff Comments Ed J Approved ❑ Date 5/9/22 Scale As Noted LJ Not Approved ❑ Drawn Greg • Permit # ❑ Job ❑ ion Sheet Page1 ot�z of 6 Communi y Development Department Revision Planning Division — Cupertino CuFLRTINO APPROVED Case # R-2022-024, FACE OF LOW WALL Remove 3" Plum Remove 4'' Citrus Remove 4" Citrus Approval Body: irector/ Staff TW102.75 9 q 9 TW102,66 TW102.61 9 Approva I Date 08/24/22 9❑ i Signature Bria ne Harkousha BW10 B 1,12 81 - - - - - - - - - - - - - - - - - - - - - - - - - - - - Case Manager LN \ \ Planting Notes / 9 / ♦ LN Q \ O O LN LN LN ♦LN O / / \ \ \ \ o O O // to , Plant Legend WATER EFFICIENT COMPLIANCE CHECKLIST NOTES -TURF, PLANTING, SOIL MANAGEMENT ♦ \ / / KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME 1 LESS THAN 25% OF PLANTING AREA IS TURF - there is no live turf SHED \ 10 O EP EP EP L ♦ / SL / / /LN ' q❑/ GALLONS RATING 2 AT LEAST 80% OF NON-TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS \ \ O I/ FRONT YARD TREE %3 PLANTS WITH SIMILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES. EACH HYDROZONE SHALL BE CONTROLLED / \ D \ \ \ \/ �\ i y // /, LI 1 24'' box LOW Lagerstroemia Tuscarora Crape Myrtle LU BY A SEPARATE GROUP OF VALVES \ , + \ + \ \ \ ' \ �/ // / LP Front yard tree to be min. 6 foot high and min. 24" box size when planted CD co 4 AT LEAST 6 CUBIC YARDS OF COMPOST (BFI SUPER HUMUS) AND 16 POUNDS OF 12-12-12 FERTILIZER PER 1000 SF OF 9 LN \ \ \ \ % / // / SCREEN SHRUBS v M O KI s Play Area v v / / PLANTING AREA SHALL BE THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL (EXCEPT UNDER CANOPY OF EXISTING I \ _ + \ , \ / / / O LN 15 15 10' max LOW Laurus nobilis , Grecian Laurel Q M TREES TO BE SAVED) OR FOLLOW THE AMENDMENT AND FERTILIZER RECOMMENDATIONS OF A SOIL FERTILITY TEST AND \ ♦ y \ �\ Artificial Lawn / / % / LN Screen Shrub - Min. 6 tall when planted and min. 15 gal. size - 10 max. apart LU S ANALYSIS FROM A SOIL LAB (HIGHLY RECOMMENDED) + + \ \ \ / \ / // / PG 6 15 10' max MED Podocarpus gracilior Fern Pine a c 5 INSTALL 3 INCH DEEP LAYER OF TOP DRESS MULCH ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN LN \\ + ♦\+ vj► \ / // /� / LP Screen Shrub - Min. 6' tall when planted and min. 15 gal. size - 10' max. apart CO Q 0) AREAS OF DIRECT SEEDING APPLICATION OR SOD LAWN. USE VISION RECYCLING DARK BROWN MAHOGONY COLORED O ♦ '� ' ' \ 4 /� / GROUND COVERS z 11 N WONDER MULCH OR DARK BROWN PRO CHIP BARK OR OTHER MULCH APPROVED BY THE OWNER (PROVIDE SAMPLES) THE // /// / \ / O - DV 2 5 4' - 8' LOW Dietes ve eta D. irridioides Fortnight Lily L +ice o g ( ) g Y OWNER MAY WANT TO USE GRAVEL MULCH INSTEAD OF BARK MULCH. DON"T USE WHITE GRAVEL OR GRAVEL WITH LOTS OF ' / // // /♦� / ❑ PG /j// , N LM 5 1 4' - 8' LOW Lantana montevidensis Purple Lantana �' M WHITE IN IT. USE GRAVEL WITH LOTS OF GRAY AND BROWN SUCH AS NOIYA GRAVEL. // a 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION RUN-OFF AND WATER WASTE ADDITIONAL NOTES o , LN //j//j/// // A to N 4 1 3 - 5 LOW Nandlna Gulf Stream Heavenly Bamboo J N O // / j/ 10 SL 4 1 4' - 6' LOW Salvia leucantha Santa Barbara Mex. Sae 7 SEE SHEETS L4 AND L5 FOR PLANTING AND IRRIGATION DETAILS AND SPECIFICATIONS ///j DU j//j j ♦ ° ° / ° a PG O ' g O 8 DON'T TRENCH TOO CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT, CIVIL, OR 1 o j j// / // / 12 Qa LP 1 1 1 4 - 6 LOW Lomandra Platinum M STRUCTURAL ENGINEER (D a I ' _ w 2 D Oo EP 3 1 4 6 LOW Euryops pectlnatus Euryops Daisy 121� 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE MOST CURRENT SET o WC 3 1 2' - 4' LOW Westrinia com acta or MorningLight OF APPROVED PLANS AND MAKE SURE THERE ARE NO CHANGES TO THE PLANT CHOICES O /j j/j jj X j � 11 p g LN / // // / ZI L 8 1 2' - 4' LOW Limonium erezii Sea Statice 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES, LIGHTS, AND IRRIGATION COMPONENTS. O ; p SCREEN VALVES AND UTILITIES WITH PLANTS. DON'T PUT PLANTS T00 CLOSE TO PAVING OR BUILDINGS PRIVACY PG o Plant quantities are for planning purposes only. Contractor to do own plant count. SCREENING NOTES j///j//j/ I , - Ask owners if they want to upsize any plants 11 THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED . IF TREE, MINIMUM HEIGHT OF 8FT MUST BE PROVIDED AT / 0 °"' You should order screening shrubs and front yard tree up to a year In advance to TIME OF PLANTING. IF SHRUB, MINIMUM HEIGHT OF 6FT SHALL BE REQUIRED AT TIME OF PLANTING. '>' ; O I U) make sure they are available at the required height and size when you need them 12 PRIVACY PLANTING: THE FINAL PRIVACY-PLANTING PLAN SHALL BE REVIEWED AND APPROVED BY THE PLANNING 000 10 LN PG DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS. THE VARIETY, SIZE, PLANTING DISTANCE SHALL BE CONSISTENT WITH 11 21ND FLOOR THE CITYS REQUIREMENTS. - 13 PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL RECORD A COVENANT ON THIS PROPERTY TO INFORM N �° I ❑ FUTURE PROPERTY OWNERS OF THE PRIVACY PROTECTION MEASURES AND TREE PROTECTION REQUIREMENTS 00 i 110 �pND cA CONSISTENT WITH THE R-1 ORDINANCE, FOR ALL WINDOWS WITH VIEWS INTO NEIGHBORING YARDS AND A SILL HEIGHT THAT U' N PG /2176 'y� IS 5 FT OR LESS FROM THE SECOND STORY FINISHED FLOOR. THE PRECISE LANGUAGE WILL BE SUBJECT TO APPROVAL BY 4/30 o2Is THE DIRECTOR OF COMMUNITY DEVELOPMENT. PROOF OF THE RECORDATION MUST BE SUBMITTED TO THE COMMUNITY 11 11 Landscape Site Legend DEVELOPMENT DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE RESIDENCE. ❑1 Driveway - Concrete with spaces between pads filled with artificial 14 PRIOR TO BUILDING FINAL, A COVENANT WILL BE RECORDED WITH THE COUNTY TO PROTECT THE PRIVACY TREES AND o ` O turf, gravel, or pavers - pattern and color to be determined later by NEW FRONT YARD TREE � PG owner 15 CONTRACTOR SHALL REFER TO CIVIL SHEETS FOR SITE GRADING AND DRAINAGE INSTALLATION Path 1ST FLOOR a_ w �. ❑2 Front walk - Concrete Pads with gray or blue gravel 5❑ 1ST FLOOR o < al 0 between them such as Noiya Cobble or Mex. Pebble in 3.5" wide w spaces - pattern and color to be determined later b owner or put rr- zw p P Y 10 11 �,� ,- 6 N 1 o artificial turf between them in 6" wide spaces 6 �� ❑ 0 o 11 0 Front porch and steps - Slip resistant tile on concrete or Concrete 4 N - pattern and color to be determined later by owner Q PORCH_ we U LM 25 Front Yard Setback Line we We _ 4 1 1 4 _ _ _ _ _ _ ® Steps down from porch as required - match porch paving U o a LM o(N)"aDRIVEWAY Path ❑5 Side paths - Concrete - pattern and color to be determined later by n MIN`20'X2o' LP LP LP owner O o 4� CL Y o L LI L Path 6 New 6 foot x 3 foot wide solid wood gate U m N 2❑ LP ; • — LP (f� L L LP ❑7 Tree protection fencing during construction LM L � � o LP LP ® Rear patio - Slip resistant tile on concrete or Concrete LM LP pattern and color to be determined later by owner L L o L i a a - - - - - - - � - - - - - - - - - - - - - - - - - - - - 9❑ Privacy protection angles from 2nd story windows that determine � S.0°23'00"E. .00' Ex. Sidewalk where landscape screening is required o� (N) DRIVEWAY N WM APPROACH MAX 18' /❑ /❑ 7 1 O Existing 6 solid + 1 lattice wood fence O El THERE IS 1890 sf of PROPOSED PLANTING AND IRRIGATION ........................................... .......................... ......................................... ........................................................ ............. .............................. .....7........... ......................................................... 0 Min. 2 foot wide planter for drainage swale along side property Front Y rd Tree - Crape Myrtle 12"Sycamore 12" Sycamore lines "I have complied with the criteria of the Water Conservation in Landscaping Ordinance and applied Min. 24" box and 6 feet tall when planted (E) STREET TREE (E) STREET TREE Min. 20'-0" from existing street tree trunk TO BE PROTECTED TO BE PROTECTED them for the efficient use of water in the landscape design plan PER CITY STANDARD DETA PER CITY STANDARD DETAIL 12 Portable grill and counter area 6r+ 1s Gregory Lewis - Landscape Architect Lic. #2176 5/9/22 13 Small patio - no slip tile on concrete to match porch paving - center So TANTAU E ( 60 this area on covered porch - verify location with owner Date 5/9/22 Scale As Noted Drawn Greg / � —O�� Job Plant'ing l}J( Sheet 0' 8' 16' L I of 6 Communi y Development Department Revision Planning Division �T rEEr�bCIENT LANDSCAPE CHECKLIST - IRRIGATION Irrigation Legend CuFLRTINO APPROVED Case # R-2022-0241, THE AUTOMATIC IRRIGATION CONTROLLER USES EVAPOTRANSPIRATION DATA i KEY MANUF. MANUF. # DESCRIPTION AND UTILIZES A RAIN SENSOR FACE OF LOW WALL � Approval Body: Director/ Staff 2 THE IRRIGATION CONTROLLER DOES NOT LOSE PROGRAMMING DATA IN THE TW102.75 TW102,66 TW102.61 D H Hunter HCC-800 PL 8 station WiFi controller Approval Date 08/24/22 , exterior wall mount with multiple EvEl"I ins RIMARY POWER SOURCE IS INTERRUPTED BW101.5 , BW101.12 BW100.81 Signature Bria�ne Harkousha S.0'23 00 E. \__15.00 _ _ _ programing, cycle start, and calender program Case Managei3 PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO Controller will not irrigate during rain events ENSURE THE DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE RANGE i X\ L4 Hunter PGV-ASV 075 3/4'' antisiphon valve with 3/4" Amiad Filter, Senniger PR30 pressure regulator, and adaptor to drip tubing 4 MANUAL SHUT-OFF VALVES ARE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT SHED 3/4" manual brass ball valves OF CONNECTION OF THE WATER SUPPLY ' Tile U w 5 ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI , B Nonpressure line - Sch 40 PVC 3/4" unless noted for larger F= CD STANDARD ASABE/ICC 802-2014 "LANDSCAPE IRRIGATION SPRINKLER AND ' L4 1" _ EMITTER STANDARD". ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST ; size - 12" of cover M DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER GPM flow Artificial Lawn Pressure line - Sch 40 PVC : 3/4" unless noted for Q co USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 Valve ID , w Min. dynamic WI —,•—„—„—„—.. � smaller size - 18 of cover � ..—..—..—..—..—..—..—..—..—..—..—..—.. i Q co psi at valve 6 IRRIGATION SUBMETERS ARE REQUIRED FOR RESIDENTIAL PROJECTS WITH MORE Hydrozone , PL PL LINES UNDER PAVING - 24" deep with sand backfill W 0) .—..—..—..—..—..—..—..—. O HYD 1 r----- I 1" Sch 40 PVC pressure line in 1-1/2 " sleeve 0 0 THAN 5000 SQ.FT. OF LANDSCAPE AREA - THEY ARE NOT REQUIRED ON THIS I WI Z PROJECT WITH LESS THAN 5000 SQ.FT. 2 35 I //////// // /// ' o —"— "—" 1-1/4 '' gray elec PVC sleeve J 1.4 dri / / p N P U) cu 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. 1 35 //// /// ////// / I 3/4 Sch 40 PVC nonpressure line in 1-1/4 sleeve U) 0.5 drip o i / / // / / PATIO i J > Ln 8 SEE SHEET L4 AND L5 FOR DETAILS AND SPECIFICATIONS HYD 1 N ' / F E / 3/4 PE drip tubing with compression fittings - see drip notes M AD U / //// I L4 L4 O � 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 5 GPM AT MINIMUM 45 CD co P.S.I. AT THE POINT OF CONNECTION. IF THIS CONDITION IS NOT MET CONTACT I // / //// �- F Tree Drip Irrig. 3/4" PE drip tubing with compression fittings L THE LANDSCAPE ARCHITECT FOR POSSIBLE REDESIGN. (YOU CAN ADD SOME I ///// /// ///j 2ND FLOOR j L4 See Drip Irrig. Notes U // // VALVES TO REDUCE THE FLOW THRU THE VALVES WITH MORE FLOW). THERE IS 65 BALCONY� // // / // o v I STATIC PSI IN THIS AREA. IF PRESSURE EXCEEDS 75 PSI AT POINT OF CONNECTION INSTALL A WILKINS 600 3/4" PRESSURE REGULATOR / / I 10 THE ROUTING OF SPRINKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT I ///////// I I I o o 3 HYD 2 IF YOU INSTALL WEED FABRIC DO NOT VALVES TOO CLOSE TO TREES. STAY 8' TO 10' AWAY IF POSSIBLE. DO NOT PUT / // / o, 0.4 drip PRESSURE LINES UNDER TREES. INSTALL LINE IN PLANTING AREAS INSTEAD OF UNDER PAVING WHENEVER POSSIBLE. I j Ln PUT DRIP IRRIGATION UNDER IT 2ND FLOOR 11 POINT OF CONNECTION WILL TYPICALLY BE JUST BEFORE WATER ENTERS HOUSE. INSTALL 3/4" TEE AND A BALL VALVE AND RUN 3/4" SCH 40 PVC TO VALVE o LOCATIONS. KEEP ANTISIPHON VALVES IN INCONSPICUOUS PLACES, INSTALLED pND CgpF 6" TO 12" ABOVE HIGHEST SPRINKLER OR DRIP EMITTER ON THE CIRCUIT. KEEP VALVES OUT OF PATHS. Drip Irrigation Notes � I I g 1 ) SECURE LARGER 3/4" DRIP TUBING 1'' BELOW GRADE WITH 7'' OR 11'' 5, �►' Leis �, 12 MAKE PROVISIONS TO ADD AN EXTRA CONTROL WIRE TO THE LOCATIONS OF ; I I U-SHAPED STAKES 3 FEET ON CENTER OR CLOSER SO THAT THE TUBING CAN BE 4/30/2024 THE VALVES WITH LARGE GPM FLOWS SO THAT EXTRA VALVES CAN BE ADDED IF I R newa� e I � FOUND EASILY BUT DOES NOT SHOW IF THE MULCH GETS BRUSHED AWAY. THERE ISN'T ENOUGH WATER VOLUME AVAILABLE AT THE NECESSARY PRESSURE I I COVER TUBING WITH SOIL AND MULCH AND INSTALL MANUAL FLUSH VALVES I 13 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HAVE I W1 Verify I AT ENDS OF TUBING AND MARK THEM SO THEY CAN BE FOUND EASILY. A LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE I controller I 2) RUN LARGE TUBING OVER AND NEXT TOROOTBALL OF PLANTS TO CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF ; I location with I HYD 3 MINIMIZE LENGTH OF SMALLER 1/4'' TUBING. SECURE EMITTERS ON 3/4'' TUBING INSTALLATION. THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN I Path owner 1ST FLOOR � w L 4 35 AT PLANT ROOT BALLS. WHEN NECESSARY RUN SHORT LENGTHS OF 1 /4" IRRIGATION SCHEDULE FOR NEW PLANTINGS AND MATURE PLANTINGS AND A , a Q z Path 0.4 drip TUBING FROM EMITTERS TO PLANT ROOT BALLS. INSTALL STAKES ON 1 /41, LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. 1ST FLOOR _ CD w TUBING AT 12'' ON CENTER AND COVER TUBING WITH 1" OF SOIL PLUS MULCH. READ A COPY OF THE CUPERTINO WELO COMPLIANCE CERTIFICATE AND WATER Point of connection z w 5 35 3) AS THE PLANT AND PLANT ROOTBALL INCREASE IN SIZE, THE LOCATIONS OF EFFICIENT LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT , Install brass ball ,'; 1.o dri THE EMITTERS MAY NEED TO BE ADJUSTED SO THEY ARE EVENLY SPACED OVER � valve " �� HYD 1 14 MARK LOCATION OF LARGE SHRUBS AND TREES WHEN LOCATING IRRIG. VALVE THE ROOTBALL. LOCATIONS AND KEEP VALVES AWAY FROM TREES AND LARGE SHRUBS 4) INSTALL PRESSURE COMPENSATING EMITTERS (WITH MINIMAL DIFFERENCE IN ' PORCH FLOW BETWEEN 10 PSI AND 40 PSI) AT EACH PLANT ON ROOT BALL (NOT RIGHT Q i � 1 AT STEM). USE AGRIFIM PC PLUS (PRESSURE COMPENSATING EMITTERS). USE U THE ONES THAT 1/4 TUBING CAN BE CONNECTED TO. OTHER EMITTERS MAY U O HAVE A HIGHER DISCHARGE RATE AT STARTUP REQUIRING LARGER PIPE SIZES. NP. Path � i (N) DRIVEWAY i � MIN 20'X20' � � EMITTER SCHEDULE: TWO 1 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) LM,L N? THREE 1 GPH EMITTERS AT MEDIUM SHRUBS LP,SL,DV,N,EP U Q Path' FOUR 1 GPH EMITTERS AT LARGE SHRUBS LN,PG w WITH SHRUBS THAT HAVE MULTIPLE EMITTERS, PUT SOME W OVER ROOT BALL (NOT RIGHT ON STEM) AND SOME OUT > UNDER FUTURE CANOPY. SPACE EMITTERS EVENLY IN ROOT ZONE AREA. FOR TREES INSTALL FIVE 1 GPH EMITTERS ON AND AT EDGE OF ROOTBALL AND O ' AN ADDITIONAL fifteen 1 GPH EMITTERS AT 2 FOOT GRID UNDER FUTURE - - - - - - - - - - - - - - - - - CANOPY S.0'23'00"E. .00' Ex. Sidewalk (N) DRIVEWAY N W APPROACH MAX 18' O CD 0 El ........................................... ........................... ................................................................................................... ............... .................................................................................................................... (E) STREET TREE (E) STREET TREE TO BE PROTECTED TO BE PROTECTED PER CITY STANDARD DETA PER CITY STANDARD DETAIL So TANTAU ( 60 T) Date 5/9/22 Scale As Noted Drawn Greg / � —O�� Job Irrigat*ion 8 Sheet 0' 8' 16' L2 of 6 Communi y Development Department Revision Planning Division — Cupertino CUPERTINO APPROVED Case # R-2022-024, FACE OF LOW WALL ' Approval Body: irector/ Staff TW102,75 TW102,66 HYD 1 TW102.rz Approval Date 08/24/22 BW101.5 2'\ , BW101.12 BW100,81 ' Signature Bria ne Harkousha S.0°23 00 E. — 860 Sf, —— — Case Manager CO ti N SHED Tile w 2 0 U M Artificial Lawn w Q U L0 o � U � o J U CL 00 ��j�� j�� PATIO w > 3 ADU j j/ O 2ND FLOOR BALCONY v 234Dsf HYD 1 o 467 sf //�j//j j// I o 0) IMPERVIOUS PAVING IN °° Hydrozone Summary 25 FRONT YARD SETBACK 2ND FLOOR HYDROZONE - DESCRIPTION SQ.FT. % OF TOTAL 75 x 25 = 1875 sf total fysb area o I VALVES 40% of 1875 = 750 sf max impervious allowed � HYD 1 - 1 ,2,5 DRIP, LOW WATER SHRUBS 1742 87.0% AND cgs Oq Uj No. 2176 Driveway = 498 sf HYD 2 - 3 DRIP, MED WATER SHRUB 234 12.0% Front path from street = 143.7 sf 4,30Ir SR 9�2 Path from driveway to front path = 70 sf HYD 3 - 4 DRIP, LOW WATER TREE 25 1 .0% Porch step = 24.5 sf FoF cA��° Total = 736.2 sf TOTALS 2001 100% 736.2/1875 = 39.3% OK less than 40% Areas are calculated using autocad software Areas are measured using Autocad Software Path 1ST FLOOR a_ w Path 1 QQ 1ST FLOOR zw HYD 1rr- 102 sf HYD 3 25 sf Q PORCH U th 70 sf 24.5 sf fysb (N) DRIVEWAY fysb MIN 20'X20' Q f4 Q 498 sf Path HYD 1 _ m fysb 656 sf w � > I — - - - - - - HYD 1 s.0°23'00"E. oo' -- - - - - - - ~ 313 sf Ex. Sidewalk � p� (N) DRIVEWAY N WM APPROACH MAX 18' O 0 El ........................................... ........................... ................................................................................................... ............... .................................................................................................................... (E) STREET TREE (E) STREET TREE TO BE PROTECTED TO BE PROTECTED PER CITY STANDARD DETA PER CITY STANDARD DETAIL & TANTAU ( 60) T) Date 5/9/22 Scale As Noted —-—-—-—- Drawn Greg Impervious area diagram Job I s — 1 —o Sheet Hy rozone Plan 08' of 6 Revision Communi y Development Department Planning Division — Cupertino Use bolt on lid CUPERTIN4 APPROVED Mark lid with "Irrig. Gate Valve'' Use bolt on lid Case # R-2022-024, Gate valve or water meter Mark lid with "Drip Flush Valve" ArborTie nailed to stake /some size as pressure line Flush Valve Approva I Body: irector/ Staff 2" Lodge Pole or equivalent-18" Approva I Date 08/24/22 PVC Male Adapter in solid ground placed outside rootball I I � Mlpt x Slip III and plumb Signature Bria ine Harkousha Case Manager Sch 40 PVC pressure line M ArborTie nailed to stake Mulch (3"deep) pulled 3 inches away from trunk CD I I Top of rootball to be 2 inches above I I I I PE drip tubing buried ]" deep = surrounding soil level N Run next to rootball of each plant = — Temporary Bricks under valve See drip irrig. notes 4"high berm for water basin at edge of 3" deep gravel box corners Space emitters evenly around plant 6" deep gravel root ball wcc 2" clearance on top of and at edge of root ball o Use as little 1/4" tubing as possible = M Manual Gate Valve A Agriform Plant Tablets 21 gram co No Scale Drip Emitter and Flush Valve C _ Backfill-native soil Q L °' No Scale Plant pit to be 3 times wider than the plant L1J o IIII I I container-it's not shown to scale on dwg 0- LO o Q 0) Mulch — = —�I I- " U Lateral - nonpressure line 3/4" Drip Tubing next —IIII - _ =IIII z 12" cover to rootball of each plant J 0 _ �I�I CZEmitters U 18" 12" Main - pressure line - 18" cover = w 1) 8-12 hours before installation,water all plants while still in containers sufficiently to :- 2 emitter .� _ OF direct burial wire 24 V - tape lant thoroughly wet root balls W �, and bundle wire every 10 feet p short 1/4" tubing 2) Dig hole at least 2"less deep than the container and 3 times wider than the J diameter of the container the plants were delivered in. >- co IIII ' IIII Use 6" deep sand bedding and 6" 4 emitter 3) Gouge holes in the side of the plant pit-2 holes persq.ft.of wall surface � II deep sand backfill in rocky soils plant 4) Remove rootball carefully from container with support from below. Sever any circling 0 ti roots (3/16"dia.or greater)with sharp knife. Do not pull roots apart. The severing of large w Snake lines in all trenches 1 emitter roots will encourage new roots at the cuts. Install enough backfill under root ball so top of plant rootball ends up 2"above grade of surrounding soil when it settles. Install some of fertilizer (� Vehicle paving When plants are installed on a packets under root ball. 5) Fill around rootball with backfill mix to 1/2 its height and pack soil as you fill with shovel All lines to have min. 24" cover slope locate most of emitters handle or feet being careful not to disturb root ball 24 IIII under vehicle paving with 6" on the up slope side of the plant 6) Put Agriform Plant Tablet fertilizer at this level adjacent to rootball and at bottom of hole compacted sand bedding and (5 tablets per 15 gal.or5 tablets per 1 inch of caliperwidth. Fill the remainderof the hole _________ compacted sand backfill FOLLOW DRIP IRRIG. NOTES with backfill and pack it. Provide minimum 3 clearance 7) Water tree thoroughly by filling the basin and allowing the water to percolate in,doing Drip Emitter Placement at Shrubs/ this 3 times or more until root ball and backfill is wet 6" between lines F 8) Install stakes such that the stakes and the tree ties won't damage the tree and the No Scale Ground Covers stakes won't lean toward each other. Cut off tops of stakes if necessary to lower below IIIIIIII branches that could be rubbed by stakes. Install stakes so they are straight up and don't lean in to each other Trenches/Lines B Tree Planting No Scale --(: No Scale 0 Valves for spray sprinklers do not require filter and regulator No 21'6 Combination atmospheric vacuum breaker/ Mulch 3"deep) pulled 2 inches away from stems ai3nalurc a control valve with flow control and with or eWaDt without auto. control as noted on plans Temporary 5 9e 22 4"high berm for water basin at edge of root ball q Water roof connectors such as DB LAI Slow release Agriform plant tablets TF�F CAS-�� Filter p IIII 1 gal plant-2 tablets per plant 5 gal plant-3 tablets per plant 15 gal plant-6 tablets per plant LBottom of antisiphon valve minimum 6" III , , , , , , , , above highest downstream sprinkler — Backfill-native soil or emitter — — Regulat IIII " " " " " ' Native soil dug out 2 times depth of container Plant pit at least 3 times diameter of container 1) 8- 12 hours before installation,water all plants while still in containers sufficiently Sch 80 PVC risers to thoroughly wet root balls 2) Dig the plant hole at least 3 times the dia.and 2 times the depth of the plant container. 3) Replace this mixture in bottom half of hole and walk on it. The level of it should be such that when the plant is installed and settled it will be slightly above grade of existing To sprinklers Sch 40 PVC pressure line and OF direct Q burial control wires as per specs. soil. Fill hole with water. 4) Remove rootball carefully from container by tapping out,not pulling out by the stem. U Scarify rootball walls in 3 vertical cuts and bottom to 1/2"deep,or by cutting roots of 1/2"or larger with shears. Do not pull roots apart. 0 5) Install fertilizer packets under rootball of plant. Set rootball on prepared surface and Auto. Antisi phon Valve fill hole to 1/2 the depth,tamping soil around rootball. Fill hole with water. — --(::C 6) Fill the remainder of the hole with backfill and pack it but do not tamp rootball. L with Filter and Regulator for Drip 7) Make the water basin. Q� No Scale 8) Water shrub thoroughly within 1 hour of planting by filling the basin and allowing the Q water to percolate in,doing this 3 times or more until root ball and backfill is wet 9) Install mulch r 1 Install as per local code and manuf, instructions - Secure Shrub Planting controller to wall with suitable anchors as approved by No Scale >inspector Controller - see legend on irrig. plan Weather proof 120 V junction box Electrical conduit and wire from source of power Electrical conduit for 24 volt conductors ~ Paint exterior conduit to match building wall. 0�1 Minimize appearance of conduit visible on wall. r--1 0-4 Sweep ells z O OF direct burial wires This controller will be installed outside Wall Mount Controller D No Scale Date 5/9/22 Scale As Noted Drawn Greg Job Details Sheet L4of 6 Revision Communil y Development PH-AAtmiUNIbITIONS - SOIL PREPARATION, PLANTING, AND IRRIGATION PART 2 - PRODUCTS Planning Division - Cupertino 3.6 TESTING 1.4 GUARANTEE C. Contaminated Soil - Do not perform any soil preparation work in areas where 11 QUALITY ASSURANCE: soil is contaminated with cement, plaster, paint or other construction debris. . CuPERTINQ APPROVED 2.1 PIPE A. All testing shall be done in the presence of the Owner's Representative. A. Trees shall be guaranteed 1 year - all other plant material 120 days following A. Use adequate numbers of skilled workmen who are thoroughly trained and Bring such areas to the attention of the Owner's Representative and do not proceed R-2022-024 A. Plastic pipe is to be polyvinyl chloride, marked 1120-1220, and bearing the Center-load all pipelines with clean soil approximately every four feet to resist final acceptance. Any plant material needing replacement because of weakness or Case # the necessary crafts and who are completely familiar with the until the contaminated soil is removed and replaced. seal of the National Sanitation Foundation. Use Schedule 40 polyvinyl chloride, hydraulic pressures, but leave fittings exposed for inspection. Piping under probability of dying will be replaced with material of similar type and size to specified requirements and the methods needed for proper performance of the work of D. Moisture Content - Soil shall not be worked when moisture content is so great type 1-11 fittings bearing the seal of the National Sanitation Foundation, and paving shall be tested before paving is in place. Install a 0 to 160 P.S.I. gauge that of the surrounding area. The replacement plants will have the same guarantee this section. that excessive compaction will occur, nor when it is so dry that dust will form in Approval Body: Director/ Staff complying with ASTM D2466 for pressure line and also for any water lines under on lines to be tested. All valves shown on Plans shall be in place and shall be in as the original plants or trees, starting the day of their replacement. The B. It is the Contractor's responsibility to verify all information contained in the closed position. Mains shall be tested at 100 P.S.I., and laterals at 65 Contractor is not responsible for losses due to vandalism if he has taken the air or that clods will not break readily. Water shall be applied, if Approva I Date 08/24/22 asphalt paving. Use Sch 40 PVC for lateral lines in planting areas unless stronger P P the plans and specifications and to notify the Architect of any discrepancy prior P.S.1. If available static water pressure is under 100 P.S.I., provide suitable reasonable measures for protection of the plants. necessary, to bring soil to an optimum moisture content for tilling and planting. Signature Bria�ne Harkousha pipe is specified in the irrigation legend. For joining, use a solvent complying P P P +^ ^�^'^�'�^ products or commencing with the work. um for tests. Fill pipelines slow) to avoid pipe damage, and bleed all air from Case Manager with ASTM D2466 and recommended by the manufacturer of the approved pipe. Pipe is pump P�P Y P�P 9 3.2 ROUGH GRADING AND TOPSOIL PLACEMENT C. Check and verify dimensions, reporting any variations to the Architect before to be continuously and permanently marked with the manufacturer's name, pipe size, lines as they are being filled. After closing valve at water source, mains shall 1.5 PRODUCT HANDLING A. Request a review by the Owner's Representative to verify specified limits and proceeding with the work. schedule number, type of material, and code number. hold 100 P.S.I. gauge pressure for two hours with no leaks. Laterals are expected A. Protect plants before and during installation, maintaining them in a healthy grades of work completed to date before starting soil preparation work. Place B. Galvanized steel pipe is to comply with ASTM A120 or ASTM A53, galvanized, to have minor seepage at multiple swing joint assemblies. Major leaks are not condition. Application(s) of anti-dessicant may be required to minimize damage. topsoil as required to obtain an 12" minimum depth of topsoil or as noted otherwise co 1.2 CONTRACTOR COORDINATION Schedule 40, threaded, coupled, and hot-di galvanized. Use 150 lb. rated acceptable. Laterals shall be tested for one hour at 65 P.S.I. solely to reveal The Contractor is responsible for vandalism, theft, or damage to plant material N P P 9 on the Plans. (Topsoil may already exist in the planting areas). Integrate � A. It is the responsibility of the Landscape Contractor to familiarize himself galvanized malleable iron, banded pattern fittings. Wrap all galvanized pipe below any piping or assembly flaws. The laterals are not expected to hold gauge until commencement of the maintenance period. topsoil layer into subsoil or existing compacted topsoil layer b ripping. P Y 9 P P Y Y PP g• with all grade differences, location of walls, retaining walls, etc., and to grade with 2" wide, 10 mil. plastic wrapping toe 50 Scotch wrap or equal). pressure. For testing laterals, cap risers or turn adjusting screws on nozzles to 9 9 9 P PP 9 P (# PComplete rough grading as necessary to round top and toe of all slopes, providing � coordinate work with the General Contractor. C. Drip tubing is to be as noted on plans. Use compression fittings. the "off" position, as appropriate. Repair any flaws discovered in mains or 1.6 REVIEWS naturalized contouringto integrate newt graded area with the existing topography. 9 Y9 9 U laterals, then retest in same fashion as outlined in presence of the Landscape A. Request the following reviews by the Owner's Representative at least three (3) Verify that rough grading is completed in accordance with civil engineering LLI 2.2 CONTROL WIRE Architect until all lines have been approved. Provide required testing equipment days in advance (in writing): (1) Rough grading (of landscape area) (2) Soil drawings and/or any landscape grading drawings. Break through any compacted layers = co 1.3 DIMENSIONS AND SCALE A. Use type OF direct burial wire minimum size 14, copper, U.L. approved for and personnel. test (3) Verification of incorporation depths (4) Finish grade (5) Plant M YP # PP PP of subgrade material (sometimes left from building or paving pad compaction) that U o A. Dimensions are to take precedence over scale at all times. Large scale details irrigation control use for runs of 1000 feet or less. For longer runs consult with material quality approval (6) Plant material layout (7) Plant pit sizes (prior will not allow water in planting areas to percolate through, causing a boggy, over LO are to take precedence over those at small scale. Dimensions shown on plans shall 3.7 SYSTEM ADJUSTMENT to planting lants 8 Preliminary inspection 9 Final inspection 5 day Q c`"> Landscape Architect. Use 3M DBY Direct Bury Wire Splice Kits or dry splice type P 9 plants) ( ) Y P ( ) P ( y saturated soil condition. You may have to use a backhoe or rotohammers to break up --� � be adhered to insofar as it is possible, and no deviation from such dimensions A. The entire sprinkler system shall be properly ad justed before final acceptance. advance notice required) LLI wire connectors at splices. No underground splices will be allowed without a P Y P P Y J P q ) and turn soil to a minimum depth of 12". If proposed planters are in areas of M co shall be made except with the consent of the Architect. The Contractor shall slice box. Adjustments shall include but not necessarily be limited to: (1) Adjustment of o P existing paving or baserock, remove at least 12" of material and bring in top soil Q U-) verify all dimensions at the site and shall be solely responsible for some or arc and distance control devices on sprinklers, including changing nozzle sizes if PART 2 - PRODUCTS U (.0 °' up to grade required by grading plan. Rough grading in planting areas is to be co o -0 deviations from same. 2.3 OTHER MATERIALS necessary to assure proper coverage of planted areas. (2) Relocation or addition rn� such that when amendment is incorporated and the mulch is installed, the grade will � � A. Provide other materials, not specifically described but required for a complete of sprinkler heads if necessary to properly cover planted areas, without causing 2.1 TOPSOIL z P Y q P be +- 1" to finish grade. U fl 1.4 LAWS AND REGULATIONS and proper installation, as selected b the Contractor subject to the approval of excessive water to be thrown onto building, walks, paving, etc. (3) Throttling of A. Native topsoil or import landscape soil Q N cC6i P P Y J PP B. Soil Preparation: (1) Distribute soil (organic) amendment and fertilizer in J A. The Contractor shall conform to and abide by all city, county, state and the Architect. automatic valves as necessary to operate sprinklers at manufacturer's recommended 0the amounts recommended by the soils lab over all planting areas unless noted w federal building, labor and sanitary laws, ordinances, rules, and regulations. pressure. (4) Adjustment and testing of all automatic control devices to assure 2.2 NATIVE TOPSOIL otherwise on the Plans. (2) Rip and/or till the amendment and fertilizer into the their proper function, both automatically and manually. (5) Installation of A. Native soil on site without admixture of subsoil, free from rocks over two top 6" to 8" of soil until they are thoroughly mixed in. Hand work areas u: CZ 1.5 LICENSES AND PERMITS pop-up heads anywhere there is a chance of pedestrians or vehicles hitting heads cubic inches, debris, and other deleterious material. Native topsoil is to be J inaccessible to mechanical equipment. (3) Moisten to uniform depth for settlement A. The Contractor shall give all notices and procure and pay for all permits and PART 3 - EXECUTION even if pop-ups are not shown on the plan. (6) Installation of check valves to stripped, stockpiled, and reinstalled. and regrade to establish elevations and slopes indicated on Drawings. licenses that may be required to complete the work. keep sprinkler head drainage from eroding landscape areas, wasting water, or 0 � 3.1 SURFACE CONDITIONS creating soggy spots in the landscaping. 2.3 IMPORT LANDSCAPE SOIL (,r 1.6 SUBMITTALS A. Examine the areas and conditions under which the work of this Section will be A. Import landscape soil must be tested and meet the following specification: 3.3 FINISH GRADING LJJ M A. At the request of the owner or the Landscape Architect, submit manufacturer's 3.8 AS-BUILT DRAWINGS AND INSTRUCTION 1. TEXTURE: A. The Contractor shall make himself familiar with the site and grading plans and r` performed. Correct conditions detrimental to timely and proper completion of the (� and/or supplier's specifications and other data needed to rove compliance with the Sandy loam to loam do finished grading in conformance with said Plans and as herein specified. / PP P P P work. Do not proceed until unsatisfactory conditions are corrected. A. Regularly update a print of the system noting any changes which are made by points between es l l l if shall b h d t sa e uniform eves or so di i i th t d otherwise indicated Grades no specified requirements including certificates stating quantity, type, composition, dimensioning features below grade from surface features with at least two 2. GRADING: B. P P weight, and origin of all amendments, chemicals, import soil, planter mix, plants, SEIVE SIZE PERCENT PASSING SIEVE where elevations are given or between points established by walks, paving, curbs, 9P P P 3.2 EXCAVATION dimensions. Prior to final approval, give the Owner 2 copies of clean blueprints and irrigation equipment used on the site. 25.4 mm (1") 95 - 100 or catch basins. Finish grades shall be smooth, even, and on a uniform plane with gA. Trenches may be excavated either by hand or machine, but shall not be wider marked to show changes during construction. The most important features to mark on than is necessary to lay the pipes. Care should be taken to avoid damage to the plan are valves, pressure lines, wires, and hose bibs. 9.51 mm (3/8") 85 - 100 no abrupt changes of surface. Minor adjustments of finish grades shall be made at 53 Micron (270 mesh) 10 - 30 the direction of the Landscape Architect, if required. 1.7 PRODUCT SUBSTITUTIONS B. After the system has been completed, inspected, and approved, instruct the P q existing water lines, utility lines, and roots of plants to be saved. Y P P PP 3. CHEMISTRY - SUITABILITY CONSIDERATIONS: C. All grades shall provide for natural runoff of water without low spots or A. Any product substitutions shall be requested in writing. The Landscape B. Minimum depth of cover for buried pipelines shall be: 1. Eighteen (18) inches Owner's maintenance personnel in the operation and maintenance of the system. Give g P P Architect must approve or refuse any substitutions in writing. Lack of written the Owner completed warrant cards for the irrigation equipment and ke s to a. Salinity: Saturation Extract Conductivity (ECe x 103 @ 25 degree C.) Less pockets. Flowline grades shall be accurately set and shall be not less than 2% for mainline pressure piping. 2. Eighteen (18) inches for 24 volt wiring from P y gy than 4.0 gradient wherever possible. Grades shall slope away from building foundations approval will mean the substitution is not approved. Any difference in cost to the controllers to remote control valves. 3. Twelve (12) inches for lateral controllers and hose bibs. g P P y g Contractor of a less expensive substitution shall be credited to the Owner's b. Sodium: Sodium Adsorption Ration (SAR) Less than 9.0 unless otherwise noted on Plans. All finish grades (top of mulch) are 1" below distribution lines. 4. Twenty-four (24) inches, minimum cover, with 6" sand c. Boron: Saturation Extract Concentration Less than 1.0 PPM finish grade of walks, pavements, curbs, and valve boxes unless otherwise noted. bedding and 6" sand cover for any pipe or wire sleeve under A.C. paving. SOIL PREPARATION AND PLANTING d. Reaction: pH of Saturated Paste: 5.5 - 7.5 C. Under existing paving, piping may be installed by jacking, boring, or hydraulic e. Lime: less than at by weight 3.5 MULCHING 1.8 ERRORS AND OMISSIONS driving except that no hydraulic driving will be permitted under asphalt concrete PART 1 - GENERAL 9 P Y 9 P P A. Recultivate soils compacted by planting or other operations and smooth the A. The Contractor shall not take advantage of any unintentional error or omission pavement most pipes and sleeves under A.C. paving are to be installed prior to 4. PESTS: P ( P P P 9 P soil areas prior to applying mulch. Mulch all planting areas to a depth as noted �pNDSCAPF in the drawings or specifications. He will be expected to furnish all necessary 1.1 DESCRIPTION a. The population of any single species of plant pathogenic nematode: fewer than installation of the paving). Where cutting or breaking of existing pavement is on plans. This depth should be as per the plans even after being settled and c,� materials and labor that are necessary to make a complete job to the true intent A. The work includes, but is not necessarily limited to, the furnishing of all 500 per pint of soil. � no 1'6 y�necessary, secure permission from the Architect before cutting or breaking the y g stepped on 30 days after installation. Water lightly to settle mulch. Do not and meaning of these specifications. Should there be discrepancies in the drawings pavement, and then make necessary repairs and replacements to the approval of the materials, equipment, and labor required to do the installation and complete 5. ORGANIC MATTER or specifications, the contractor shall immediate) call the attention of the bury ground cover with mulch. Place and settle mulch in such a way that it does P Y Architect and at no additional cost to the Owner. placement of topsoil, fine grading, soil conditioning, and planting. a. Soil is to have 5% to 10% organic matter at below 18 inches in depth. 4 /2024 not get washed onto paving or block drain swales or inlets. e Architect to some and shall receive the complete instructions in writing. Soil is to have less than 30% organic matter at 0 to 18 inches in depth S 22 Organic matter to be less than 1" did. Do not use mushroom compost. 3.3 INSTALLATION OF PIPE 3.6 WEED CONTROL 1.9 INSPECTIONS/REVIEWS DEFINITION 1.2 QUALITY ASSURANCE No noxious weeds are allowed. OF - A. Handling and assembly of pipe, fittings, and accessories shall be by skilled A. The Contractor is responsible for pre-emergent weed control. Follow the CA A. Inspection or observation as used in these specifications means visual A. Plant Identification and Quality 6. FERTILITY CONSIDERATIONS: tradesmen using methods and tools approved by the manufacturers of the pipe and manufacturer's directions. The Contractor is responsible for the replacement of observation of materials, f t Pl equipment, or construction work on an intermittent basis . Plants are to be true to name, with one o each bundle or lot tagged with the a. Soil is to contain sufficient quantities of available nitrogen, phosphorous, equipment and exercising care to prevent damage to the materials or equipment. 1 any plants (other than weeds) that are hurt or killed due to the misuse of weed to determine that the work is in substantial conformance with the contract name of the plants in accordance with standards of practice of the American potassium, calcium, and magnesium to support normal plant growth. In the event of documents and the design intent. Such inspection or observation does not B. Metal pipe threads shall be sound, clean cut, and cored to full inside Association of Nurserymen. In all cases, botanical names take precedence over control products or use of the wrong product. Clay soils can increase the affect g p Y P nutrient inadequacies, provisions shall be made to add required materials to diameter. Threaded joints shall be made up with the best quality pure joint of certain pre-emergents. Adjust the application rate accordingly. Some owners constitute acceptance of the work nor shall it be construed to relieve the common names. overcome inadequacies prior to planting. contractor in any way from his responsibility for the means and methods of compound carefully and smoothly placed on the male threads only 2. Plants shall be vigorous, of normal growth habit, free of diseases, insects, 7. COMPACTION may prefer hand weeding to chemical weed control although it is usually more construction or for safety on the construction site. Inspection or observation throughout the system. eggs, larvae, excessive abrasions, sun scalds, or other objectionable a. Compact the soil enough so it doesn't settle more when walked on and not expensive. C. On plastic threaded connections use the sealer recommended by the manufacturer will be done by the Landscape Architect only if requested by the owner in writing. disfigurements, and shall conform to the standards as outlined by the California significantly over time where the flow of drainage will be affected or soil needs to be of the plastic valve or fitting. Do not use paste sealer products on plastic 3.7 MAINTENANCE This service will require a written contract for additional fees. Association of Nurserymen. Tree trunks shall be sturdy and well "hardened off". added. Don't over compact or work soil when it has too much moisture. valves. Tighten plastic threaded connections with light wrench pressure only. All plants shall have normal well developed branch system, and vigorous, fibrous Dig bottom layer of import soil into existing soil. Compact in 6 inch lifts. A. Maintenance shall begin immediately after each plant is installed. D. Connections and controls shall be functionally as shown on the drawings, but B. Maintenance will include: root systems which are not root bound. Ground cover plants (rooted cuttings) shall 2.4 ORGANIC SOIL AMENDMENT physically shall be the most direct and convenient method while imposing the least 1. Continuous operations of watering, weeding, cultivating, fertilizing, hydraulic friction. Install lines in planting areas whenever possible. have well developed root systems and be kept moist prior to and during A. Redwood sawdust, 0-1/4" in diameter, that is nitrogen stabilized by the spraying, insect, pest, fungus, and rodent control, and any other operations to LANDSCAPE IRRIGATION E. Thread male PVC connections into metal female connections rather than the assure good normal growth.installation. Plants shall be nursery grown and of size indicated on Drawings. supplier, and contains a wetting agent. Also see note on planting plan Q All plants not conforming to those requirements will be considered defective, opposite. 2.5 ORGANIC MULCH 2. Fertilizing: In addition to fertilizing of trees, shrubs and ground covers, U PART 1 - GENERAL removed from the site and replaced with acceptable new plants at the Contractor's F. Interior of pipe fittings, and accessories shall be kept clean at all times, A. See Planting Plan herein specified, furnish and apply any additional fertilizers necessary to (D expense. O and all openings in piping runs shall be closed at the end of each days work or maintain plantings in a healthy, green vigorous growing condition during the 1.1 WORK INCLUDED 3. Sod shall have a well developed root system. Yellowing, brown, diseased, 2.6 PLANTER SOIL MIX otherwise as necessary to prevent the entry of foreign materials. Bending of maintenance period. dried, or pest infested sod shall be rejected. Sod is to be cleanly mowed within A. See Planting Plan and Details. galvanized steel pipe will not be permitted. Install plastic pipe with the 3. Weeding, Cultivating and Clean Up: Planting areas shall be kept neat and free A. The work includes but is not necessarily limited to the furnishing of all 72 hours of delivery to the site. Sod is to be delivered to the site within 24 markings turned up to be seen from above until the pipe is buried. "Snake" the from debris at all times and shall be cultivated and weeded at no more than 10-day nn11 materials, equipments, and labor required to install a complete irrigation system. hours after being harvested and installed immediately after being delivered. Sod 2.7 BACKFILL FOR PLANT PITS W pipe in the trenches so that there will be a small amount of excess length in the intervals. shall not be stored on the site overnight. Any sod delivered to the site that A. For native soils with 50% or more clay content - 75% topsoil and 25% organic �L line to compensate for contraction and expansion of the pipe. 4. Insect, Pest and Disease Control: Insects and diseases shall be controlled by 1.2 GUARANTEE. The entire sprinkler system shall be guaranteed by the Contractor cannot be installed the some day shall be removed and not used on the site. amendment thoroughly mixed and incorporated together with no topsoil clods larger G. Place backfill in 6" layers such that there will be no settling. The top 6" of the use of approved insecticides and fungicides. Moles, gophers, and other , 1 in writing to be free from defects in material and workmanship for a period of one 4. Ground cover is to have well developed roots and foliage. It is to be grown in than 1/2" diameter. In heavy clay soils or other soils with large clods this will �J year from acceptance of the work. The guarantee shall include repair of an trench soil is to be the top soil and soil amendment mixture. All backfill shall be free and delivered to the site in flats. rodents shall be controlled by traps, approved pellets inserted by probe gun, or y p g p y require mixing the backfill in a stockpile at the site or at the supplier. For of rock and debris. Test pipe for leaks prior to backfilling joints. Obtain other approved means. v J settlement occurring within the guarantee period, including related damage to 1.3 SUBMITTALS soils with less clay content amend only the top 8" of the plant pit backfill as per approval of the owner's representative before backfilling joints. 5. Protection: Work under this Section shall include complete responsibility for paving, landscaping, or improvements of any kind. A. Provide the results of lab tests done on representative samples of existing the soils lab recommendations. > maintaining adequate protection for all areas. Any damaged areas shall be soils and imported soils to be used for the top 12" or more of landscape area. Q 3.4 INSTALLATION OF EQUIPMENT repaired at no additional expense to the Owner. 1.3 REVIEWS Tests are to be done by a reputable soils lab (i.e., Perry Lab, Watsonville or 2.8 FERTILIZER A. Flush lines clean prior to installation of valves, sprinkler heads, or hose 6. Replacements: Immediately replace any plant materials that die or are A. Request the following reviews prior to progressing with the work: (1) Layout Santa Clara Soil and Plant Lab). Samples to be tested are to be collected by lab A. Fertilizer needs and amounts will be based on the results of the soil test bibs. Install valves, sprinkler heads, controllers, backflow preventors, hose damaged. Replacements shall be made to the Specifications as required for of system (2) Depth of lines prior to backfilling (3) Coverage adjustment of all personnel. Soil samples are to be tested for: bibs, and other equipment as per the Irrigation Plan and details. original plantings. � heads, valve boxes and operation of system. 1. Particle size distribution (clay, silt, sand). B. Sod lawn areas (there is no lawn on the plan) 7. Hand Watering: Even when planting areas are watered with automatic 2. Agricultural suitability including any excess problems; i.e., salinity 1.4 WATER PRESSURE 3.5 ELECTRICAL WORK irrigation, the soil surrounding the plant pits can be moist while the pH level sodium boron, , , . A. The line voltage work shall consist of connecting the controller to the nearest (calcium, 2.9 PLANT MATERIAL SUBSTITUTES sawdust/sand root ball is dry. This can cause the plants to deteriorate or not A. Verify the existence of the minimum acceptable volume of water at the minimum 3. Fertility - amounts of available nitrogen, potassium, phosphorous, iron, available 115 volt supply. The line voltage connection shall be in conduit, in A. Substitutes will not be permitted except when proof is submitted that plants grow (even during the winter). The plants will do best (especially during the hot � acceptable dynamic pressure as per plan at the point of connection at the earliest magnesium, copper, zinc, and boron. opportunity,, reporting insufficient volume and/or pressure to the Landscape accordance with local electrical code. Controllers mounted inside buildings can be specified are not available and then only upon approval of the Landscape Architect season) if they are hand watered deeply until their roots grow out into the N PP Y P 9 / P P 4. Chemicals and/or poisons that would hinder plant growth. The owner is to plugged into outlets. The low voltage work shall include all necessary wiring from and Owner. surrounding soil. (DArchitect. Contractor is responsible for cost of installation of pressure regulator decide if tests for poisons will be done since there is a small chance that any if pressure exceeds 80 psi. the controller to the automatic sprinkler valves, installed in accordance with the P P exist and the cost of testing for them is expensive and difficult. manufacturer's recommendations. A loop of extra wire, a minimum of eighteen (18) 2.10 OTHER MATERIALS 3.8 PRELIMINARY INSPECTION An interpretation of the test results and their affect on plant performance done by 1.5 UTILITIES inches long shall be provided at each automatic valve. Appropriate expansion loops A. Provide other materials, not specifically described but required for a complete A. As soon as all the planting is installed, the Contractor will request the he lab staff or an approved horticultural consultant should be included in the t shall be provided throughout the system to assure that no wiring will be under and proper installation, as selected by the Contractor subject to the approval of Owner's Representative (in writing) to make a preliminary inspection. The 30 A. Verify the location of all existing utilities and services in the line of work report. The Owner is responsible for the cost of initial testing and for any stress. the Landscape Architect. calendar day maintenance period will start when the work is approved. Replacement before excavating. Take all precautionary measures necessary to avoid damaging additional chemicals and amendments that are required that are not already included B. All splices and connections on the 24 volt system shall be made using 3M DBY and/or repairs may be required for approval. The Contractor is to notify the Direct Bury Splice Kits, Rain Bird Pentite connector, or equal. in the Specifications or Drawings. Soils tests must be done as soon as possible Owner and the Owner's Representative in writing when the 30 day maintenance period and prior to ordering or installing soil amendments or plant materials. Plant PART 3 - EXECUTION 1.6 ELECTRICAL CONNECTION C. Wiring, wherever possible, shall be placed in the same trench with, and begins. alongside of, the irrigation main water line. Tape and bundle wire every ten feet. selections and soil amendment specifications are subject to change depending on the A. Verify existence of 110 Volt 20 Amp. circuit for irrigation controller (by .results of the soil tests 3.1 SURFACE CONDITIONS All wiring placed under paving shall be put in adequately sized Sch 40 PVC pipe 3.9 FINAL INSPECTION others) at location noted on plan for installation of controller. 5. If bidding is done prior to soil fertility tests, bid 6 cu yds. of nitrolized A. Examine the areas and conditions under which the work of this Section will be sleeves prior to paving operations. A. At least 5 days prior to the anticipated end of the maintenance period, the RWD sawdust and 16 lbs. of 12-12-12 fertilizer per 1000 sq.ft. tilled or dug into performed. Correct conditions detrimental to timely and proper completion of the D. Wire for 24 volt control lines shall be size #14 OF direct burial irrigation Contractor shall submit a written request for final inspection. The planting the top 6" to 8" of soil in all planting areas for bidding purposes only. Revise work. Do not proceed until unsatisfactory conditions are corrected. wire. Unless noted differently on the plan, common grounds shall be white, size areas shall be weeded, neat and clean. The work shall be accepted by the Owner Date 5/9/22 bid when results of soil fertility tests are obtained. B. Weed and Debris Removal - All ground areas to be planted shall be cleaned of #14 OF direct burial wire. For wire runs over 1000 feet consult with Landscape exclusive of the plant materials upon written approval of the work by the Owner's As Noted Scale Architect for wire size. Under no circumstances, on multiple controller all weeds and debris prior to any soil preparation or grading work. Weeds and Representative. installations, will a single common ground, shared by each controller, be debris shall be disposed of off the site. Drawn Greg permitted. Each controller shall have its own separate common ground wire. Job Landscape Sheet I I I of 6 —Ee-min a ni t - e I a - e nt D e r-t m e-n- Planning Division — Cupertino CV 11RTINQ APPROVED Case # R-2022-024, A provaI Body: Director/ Staff N pprova I Date 08/24/22 5 E nature Brianne Harkousha ad s Case Manager 0.5 Y V R !W V) 0 �2/ L.L W ' J a � 0 < QLb oa Q0 w � � z 0 U) 0� a- o-) w � 0 o U i1 L El 11 1:11 � V/ . . . . . ... ... ... ... ... .. LU °o 0 o o po poo EETI EETI Q 0 Om ooQ0000 0 0 0 0 0 °o❑ o � u �DOp�°p Op�o�°�o�O��Op�fJpo�°G�Op�oQ°moo °� �Q°� °G� Ld ��p r1ZA L] L] I L] L� 06 10293 S TANTAU 10279 S TANTAU 10265 S TANTAU Z w z 0 0� a, Cl) Q cM zN V0 � U) co � U o Q `0 REVISION DATE 0 0 0 DRAWN B Y: JIACHENG(JACKSON) LIJ LEED GREEN ASSOCIATE JOB: 121 12020 SIGNATURE: SCALE: N/A STREET SCAPE