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18816 pENDERGAST STAMPED PLANS . . . . . . . . . . . . . . . . . . . . . . . .o 0 M4CE MEW M4CE� (_@nZ D0H9 H(OTIE� PROU[K@v P9NRA UnRE PR(OT MM(D)m �Jt CELa�MG�C� LO Community Development Department - - 18 - - JOB LOCATION: 18816 PENDERGAST DR. 1. A PLOT PLAN SHALL BE PREPARED DESCRIBING THE 1 NEW DRIVE WAY APPROACH W/ 6' TRANSITION ON EACH RELATIONSHIP OF PROPOSED GRADING AND UTILITY . O 1. APPROVAL OF THESE PLANS DOES NOT RELEASE THE +� Panning Division - Cupertino / 13 \ / \ / 51.00' P.L. / \ SIDE. PER CUPERTINO STANDARD DETAIL 1-21. OWNER JURISDICTION: CITY OF CUPERTINO o CONTRACTOR TO APPLY FOR ENCROACHMENT PERMIT PRIOR OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY TRENCHING TO THE TREES DESIGNATED FOR APN: 375-33-051 � CUPeRTINQ APPROVED - - - - - - - �� - - - - ��' - - - - �� - - - - TO DO ANY WORK IN THE PUBLIC RIGHT OF WAY - ON-SITE FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR PRESERVATION. CONSTRUCTION AND GRADING SHOULD . . . .'.'.'.'.m V V V V I DRIVEWAY SHALL MATCH NEW GRADES AT BACK OF COMMISSIONS CONTAINED THEREIN. IF DURING THE CONST. TYPE VB NOT SIGNIFICANTLY RAISE OR LOWER THE GROUND Case # R-2022-013, 13 SIDEWALK 6 \ I I\ \ I COURSE OF CONSTRUCTION IMPROVEMENTS, PUBLIC FIRE SPRINKLER FULLY FIRE SPRINKLER LEVEL BENEATH TREE DRIP LINES. IF THE GROUND S.'.T tJ".'D i. .0. 7 - 28 - > - 28/ O (E) IMPERVIOUS CONC. PAVER DRIVE WAY TO REMAIN . / , \ / , rr, INTEREST REQUIRES A MODIFICATION OF/OR A LOT SIZE: 5,355SF LEVEL IS PROPOSED FOR MODIFICATION BENEATH THE R Approval l Body: Director/ ] _ / _ _ / _ _ / _ _ '� D 3 24" ROOF OVER HANG, TOTAL AREA IS 423SF DEPARTURE FROM THE CITY OF CUPERTINO DRIP LINE THE ARCHITECT ARBORIST SHALL ADDRESS • • • • • • • • • • • • o ZONING: R1-5 / pp I \ /-I \ 4 N 1 WATER LINE. WATER LINE TO SPLIT OUT TO TWO SPECIFICATION OR THESE IMPROVEMENT PLANS, THE AND MITIGATE THE IMPACT TO THE TREE(S). • • • • • • • • Approval Dat 08/11/22 I 6 9 O IN)FRONT YARD. ONE GO TO MAIN HOUSE AND ONE GO CITY ENGINEERS SHALL HAVE THE AUTHORITY TO OCC GROUPS R3/U 2. ALL TREES TO BE PRESERVED ON THE PROPERTY AND :.:.:.:.:.:.".:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. . .In \ I 21 I _ r TO REAR ADU. WATER PIPE SHALL NOT PASS THROUGH REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO LAND USE RESIDENCE LOW DENSITY ALL TREES ADJACENT TO THE PROPERTY SHALL BE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� Signature Gian Paolo Martire I I I I p, 1 O COMMON WALL BETWEEN MAIN HOUSE AND ADU. 9 I I D a, O SPECIFY THE MANNER IN WHICH THE SAME IS TO BE (1-6 DU/AC) PROTECTED AGAINST DAMAGE DURING CONSTRUCTION . . . . . . . . . N Case Manager \ c� = ° COMPLETED, AT THE SOLE EXPENSE OF THE OWNER RANCHO RINCONADA OPERATIONS BY CONSTRUCTING A FOUR-FOOT-HIGH P: N REPLACE E WATER METER WITH N WATER METER I \ I O PER FIRE SPR NKLER PLAN ( ) AND/OR CONTRACTOR. FENCE AROUND THE DRIP LINE, AND ARMOR AS z m i I I / r D 1 2019 CBC, CPC, CMC, CEC, AND 2019 CRC NEEDED. THE EXTENT OF FENCING AND ARMORING o n I \ 15 z 6 (N) ELECTRICAL MAIN PANEL, MIN. 200A PER PG&E / I 13 0 2. CONTACT PUBLIC WORKS, 777-3104, FOR DRAINAGE CUPERTINO MUNICIPAL CODE SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. r� O RECOMENDATION F_ C„ I I I - AND FINAL GRADE INSPECTION, WHICH INCLUDES 2019 CALIFORNIA ENERGY CODE THE TREE PROTECTION SHALL BE PLACED BEFORE ANY Project: O M _ I / \ m ] (N) OVER HEAD UTILITIES LINE I I ° 28 I I � O DRAIN LINES AND ROOF DRAINS/DOWN SPOUTS. 2019 CALIFORNIA FIRE CODE EXCAVATION OR GRADING IS BEGUN AND SHALL BE Lee Residence - _ \ t I ® (N) 3" ABS SPLIT OF FROM MAIN AND CONNECT TO 2019 CALIFORNIA GREEN BUILDING CODE MAINTAINED IN REPAIR FOR THE DURATION OF THE D �- co REAR ADU SEWER PIPE. SEWER PIPE SHALL NOT 3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED CONSTRUCTION WORK. New Custom Homes = I I \ I z PENETRATE COMMON WALL BETWEEN ADU AND MDU. PRIOR TO OCCUPANCY. 3. NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON EXISTING HOUSE: 18816 Pendergast Dr. 00 _ � NEW ADU I� 15 \ I I O (N) DOWN SPOUT WITH PROVIDE DIRECT ROOF RUNOFF AND 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED 624SF / ON-SITE SURFACE DRAINAGE TO LANDSCAPED AREAS OR AND INSURING THE AREA ADJACENT TO THE WORK IS TO BE SAVED EXCEPT AS IS AUTHORIZED BY THE Cupertino, CA 95014 � 1 / 14 I GRASS SWALES FOR INFILTRATION TO THE GREATEST REMOVE (E) LIVING AREA: 1,222SF DIRECTOR OF COMMUNITY DEVELOPMENT. 22 - - - - - - -� DEGREE POSSIBLE LEFT IN A CLEAN CONDITION. - i I _ REMOVE (E) CARPORT 280SF 4. IF TRENCHING IS REQUIRED TO PENETRATE THE SUNNYVALE STANDARD INSTALL NEW C.O. AT DETAIL 15LAINE PER CITY OF 5 TREE CPROTECTION PRIOR TO ONTRACTOR SHALL VA COMPLISHINGIEW STD. LANY4 ON EXISTING BUILDING AREA 1,502SF PROTECTION BARRIER FOR THE TREE, THE SECTION OF Applicant/Owner: TRENCH IN THE DRIP LINE SHALL BE HAND DUG SO AS \ , I , _ _ WORK OR REMOVING ANY TREES. EXISTING F.A.R. 28% TO PRECLUDE THE CUTTING OF ROOTS. PRIOR TO Mr. Jonathan Lee I I I I ° � (N) CLEAN OUT SHALL BE SAME SIZE WITH LATERAL INITIATING ANY TRENCHING WITHIN THE BARRIER 18816 Pendergast Dr. �13 ' I I / 1ST FLOOR 9 \ I SEWER PIPE 6. UTILIZE BEST MANAGEMENT PRACTICES (BMP's), AS (E) BUILDING COVERAGE 28% 9 j PATIO 193SF I I O REQUIRED BY THESTATE WATER RESOURCES CONTROL APPROVAL BY STAFF WITH CONSULTATION OF AN Cupertino, \ 12 (N) 4" ABS LATERAL SEWER LINE ARBORIST SHALL BE COMPLETED. p CA 95014 3 \ / I BOARD, FOR ANY ACTIVITY, WHICH DISTURBS SOIL. PROPOSE: 5. TREES WHICH REQUIRE ANY DEGREE OF FILL AROUND (408) 896-2163 Ji. �� _�� I�0 I 13 (N) TREE, SEE PRIVACY PLAN ON AO.2 AND SEE L1 FOR DECK - 8 I TYPE of TREE AND LOCATION of TREE. 7. A WORK SCHEDULE OF GRADING AND EROSION & FIRST FLOOR LIVING: 1,158SF THE NATURAL GRADE SHALL BE GUARDED BY Heartns m hon I -� � Y p Y@Gmail.com I I 58SF I SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO RECOGNIZED STANDARDS OF TREE PROTECTION AND �� ,I,, / J \ I 14 PREV PREVEHOSE NTION DEVICBBS E NON-REMOVABLE TYPE BACKFLOW THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE FIRST FLOOR GARAGE: 422SF DESIGN OF TREE WELLS. ;At7%1�� I ' I I 15 GRADE TO SLOPE AWAY FROM STRUCTURE MIN. OF 5% WITHIN GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 SECOND FLOOR LIVING: 825SF 6. THE AREA UNDER THE DRIP LINE OF THE TREE SHALL ° o O THE 1ST 10-FEET OF STRUCTURE. IF IMPERVIOUS SURFACES TO APRIL 15. TOTAL (N) BUILDING 2,405SF BE KEPT CLEAN. NO CONSTRUCTION MATERIALS NOR 28 I / 1 I o I ARE WITHIN THE FIRST 10-FEET OF THE BUILDING, A MIN. OF CHEMICAL SOLVENTS SHALL BE STORED OR DUMPED L6 I 2% AWAY FROM STRUCTURE IS ALLOWED. 8. ALL NEW ELECTRICAL SERVICE IN FRONT OF HOUSE ADU 624SF UNDER A TREE. / I I\ \ / _ _ - / I 16 NOT USED (POWER, PHONE, AND OR CABLE) SHALL BE UNDER 7. FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN Architect: } I �, I N \ / - ��I- T I GROUNDED. AREA NOT INCLUDE IN FAR FIFTY FEET OF ANY TREE SELECTED TO REMAIN AND o Iy I / \ / I I 9. TO INITIATE RELEASE OF BONDS, CONTACT THE SHALL BE LIMITED IN SIZE AND KEPT UNDER CONSTANT STUDIO 61 ARCHITECTS, Inc. ° ti 17 (N) 6'-0" MAX. HIGH REDWOOD FENCE AND/OR GATE FRONT PORCH 37SF SURVEILLANCE. 0- 1 \ / g I O PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. 8. THE GENERAL CONTRACTOR SHALL USE A TREE SERVICE 12480 Saratoga Ave. \ 115'-0" \ / REAR PATIO 193SF g a I I 18 LICENSEE, AS DEFINED BY CALIFORNIA BUSINESS AND Saratoga, CA 95070 10. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND ROOF OVERHANG 423SF g $ 2ND FLOOR / ' PROFESSIONAL CODE TO PRUNE AND CUT OFF THE m I y SIDE S.B. \ / I I I 19 FIRST FLOOR SIDE SET BACK SURFACE, DIRECTED AWAY FROM BUILDING CHIMNEY 12SF BRANCHES THAT MUST BE REMOVED DURING THE (408) 892.5020 \ / I FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. GRADING OR CONSTRUCTION. NO BRANCHES OR ROOTS S61ARCHITECT@GMAIL.COM 3'-0" I \ / , 1ST FLOOR , 14 I 20 NOT USED 11. PROVIDE 5% MIN. SLOPES FOR GRADE AWAY FROM 1ST FLOOR BAY WINDOW 21SF z I ' I \ / 2ND � LIVING 1,158SF � 0 SHALL BE CUT UNLESS AT FIRST REVIEWED BY THE FLOOR I TOTAL 687SF LANDSCAPE ARCHITECT ARBORIST WITH APPROVAL OF 18 I I / I 18 21 PUE SHALL BE KEPT OPEN AND FREE FROM BUILDINGS FOUNDATIONS AND DRAINAGE AWAY FROM ADJACENT / STAFF. p ARC LIVING 128 I AND STRUCTURES of ANY KIND. PROPERTY LINES. 2ND FLOOR DECK 58SF SE y AREAZ 9. ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT �,� �T 825SF I ' I m 22 LANDING WITH MAX. 6" FROM NATURAL GRADE. LANDING 2ND FLOOR BAY WINDONW 27SF SYSTEMS SHALL BE REPAIRED IMMEDIATELY BY AN �G p,NK L. I I 15 -�' I = WITH 18" HIGH FROM GRADE SHALL HAVE 10'-0" MIN. 12. PRIOR TO ROUGH FRAMING INSPECTION OR PRIOR TO \ I co SET BACK ANY WORK TO COMMENCE WITHIN THE PUBLIC RIGHT TOTAL PROPOSE LIVING AREA: 1,983SF APPROVED TREE SURGEON. O PRIOR TO ISSUANCE OF BUILDING PERMIT, PROPERTY OWNER 10. NO STORAGE OF CONSTRUCTION MATERIALS OR PARKING 22 15'-0" 2ND I 23 OF WAY WHICHEVER COMES FIRST, THE OWNER TOTAL 1ST FLOOR AREA: 1 580SF CAN APPLY FOR A REVOCABLE ENCROACHMENT PERMIT FOR SHALL BE PERMITTED WITHIN THE DRIP LINE AREA OF NO. C29889 FLR. SIDE S.B. AND/OR THE CONTRACTOR SHALL OBTAIN AN / \ %� \� I p REVOCABLE SENCROACHMENT PERMIT, THE OWNER (AGREES AND ENCROACHMENT. CONTACT JO ANNE JOHNSON AT TOTAL 2ND FLOOR AREA: 825SF ANY TREE DESIGNATED TO BE SAVED. REN. 2�28�23 28 / \ \ 825SF 11. TREE PROTECTION REGULATIONS SHALL BE POSTED ON J, Q SHALL MAINTAIN ALL PRIVATE AND NON-STANDARD \n 3 -Orr l' IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. (408) 777-3245 FOR ENCROACHMENT REQUIREMENTS 2nd TO 1ST FLR. RATIO =52.2%<66% PROTECTIVE FENCING AROUND TREES TO BE PROTECTED. q 9SF v I AND PERMIT. ALL ENCROACHMENT PERMITS REQUIRE A 1,580SF TF SEE 25 j\j � � FURTHERMORE, UPON CITY'S REQUEST, THE OWNER AGREES TO CERTIFICATE OF LIABILITY INSURANCE AND A or CA�� REMOVE, RELOCATE AND/OR MODIFY THESE IMPROVEMENTS AT 2,405SF pQO�JCC�4 �C�OpC� 17 I G 2R2AFE / \ � ) i OWNER'S SOLE EXPENSE. IF AND WHEN UTILITY COMPANIES SEPARATE ENDORSEMENT NAMING THE CITY OF F.A.R.: =44.91% I I ARE REQUIRED TO PERFORM WORK WITHIN THE AREA, THE CUPERTINO AS ADDITIONAL INSURED AS WELL AS A 5,355SF I / \ 13.5S \ % 12SF 28 I CITY MAY REQUIRE UTILITY COMPANIES TO REMOVE OR VALID CONTRACTOR LICENSE NOTE: LICENSE B 1ST FLR. BLD. COVERED: CHIMNEY REPLACE THESE IMPROVEMENTS IN KIND. HOWEVER, CITY AND ( ( ) STRUCTURE ENGINEER: I / SEE 25 \ UTILITY COMPANIES WILL NOT PROVIDE WARRANTIES ON THE CONTRACTORS ARE ONLY PERMITTED TO PERFORM 1,580+687 = 2,267SF 1. REMOVE E 1 222SF SINGLE STORY HOME REPLACED IMPROVEMENTS. THE OWNER ACCEPTS ALL LIABILITY WORK ON-SITE AND WILL NOT BE PERMITTED TO 2,267SF 2. PROPOSE (N) 2 STORIES HOME AND 2 CARS GARAGE. / 12SF I I 17 FOR THESE IMPROVEMENTS AND AGREES TO DISCLOSE THE BLD. COVERAGE: = 42.33% < 50% 9 I SEE 25 SEE , A I I I NATURE OF THIS ENCROACHMENT PERMIT WITH POTENTIAL PERFORM WORK IN THE PUBLIC RIGHT OF WAY). 5,355SF 3. TOTAL 4 BEDROOMS, AND 3.5 BATHROOM. 2 ;i I BUYERS OF PROPERTY. FRONT YARD AREA =1,020SF HD DESIGN & ENGINEER 13. TUGGLE AVE IS RECENTLY PAVED; THEREFORE A 4. PROVIDE NEW DRIVE WAY ® EXISTING ROLL UP CURB ' 24 REMOVE AND REPLACE EXISTING BROKEN SIDEWALK AND STREET CUT MORATORIUM IS IN PLACE FOR A� PERIOD FRONT YARD IMPERVIOUS AREA =440SF<50% FRONT 1570 MISSION AVENUE J 5'-0" I I �'� I 9 I 0 ROLLED CURB. OF THREE YEARS. HOWEVER, EXCEPTIONS CAN BE YARD 5• PROPOSE TO PLANT (N) TREE IN FRONT YARD AS MORGAN HILL, CA 95037 25 BAY WINDOW W/ 24" MIN. HIGH WINDOW SEAT. NOT COUNT GRANTED WITH PROPER PAVEMENT RESTORATION REQUIRED FROM CITY OF CUPERTINO. 19 I - - - - - - - - - - - PORCH L. _ - TOWARD F.A.R. T: (408) 605-8859 _37SF ____ SUCH AS SLURRY SEAL. THEREFORE, ADDITIONAL 6. PROVIDE PRIVACY PROTECTION PLANT IN REAR YARD. F. 408 351-7463 14 ° �` V/ ,1 r, 26 PRO PROJECT COMPLETIONEET TREE TO , PROPERTYE INSTALLED YOWNERTHE ISHALLON COST MAY BE ADDED TO ANY UTILITY WORK IN THE 7. 624SF ADU IN REAR YARD. ( ) I - _ _ _ I PAVEMENT. �7 z PREPARE AN ADEQUATE PLANTING AREA AND CONTRACT � o THE CITY AT (408) 777-3269 TO ARRANGE FOR THE 1�1��n�/7 1��1�/�1��n /�n - 3 9 11 5'-0„ TREE INSTALLATION nH �°/OLn]Q)IJ�JIJUIJLEI UZ%L� GpG OMKJ 4 MEEK CMIE G�]Oo 4CE z NEW DRIVE WAY AND 19 F_ � / SS Ss SS ss O 27 (N) FRONT YARD TREE - SEE LANDSCAPE PLAN 27 WALK WAY 440SF I O � N m oN I COVERED AT FRONT 15 z y � ram, � cn 1 1. A COMPLETED CONSTRUCTION AND DEMOLITION (C&D) 1. AN AUTOMATIC SPRINKLER SYSTEM SHALL BE I YARD < 50% FRONT I N o Q 12 -71 �_ 0 28 GRASSY SWALES MIN. 1% SLOPE, SEE DETAIL e RECYCLING PLAN MUST BE SUBMITTED AT THE TIME OF AD.1 PLOT PLAN AND DEMOLITION PLAN PROVIDED THROUGHOUT ALL NEW BUILDINGS AND Co 0 \ YARD (1,020SF) + g 1 m N o a, = THE PROJECT PLAN SUBMITTAL. UPON COMPLETION OF STRUCTURES EXCEEDING ONE THOUSAND SQUARE FEET. 1 z AD. BUILDING AREA, LANDSCAPE DIAGRAM, AND 0 \\ I 22 -0" � � � I � M THE DEMOLITION AND/OR BUILDING PROJECT AND PRIOR COVERED PORCHES, PATIOS, BALCONIES, AND ATTIC 0 Cf) TO RECEIVING THE FINAL APPROVAL, A C&D RECYCLING ROOF PLAN SPACES MAY REQUIRE FIRE SPRINKLER COVERAGE. THE r ' � ' m oo REPORT INCLUDING ALL RECYCLING AND DISPOSAL WEIGHT NEW DETACHED GARAGE DOES NOT REQUIRE FIRE m ' 10 ' C D TICKETS MUST BE SUBMITTED, DEMONSTRATING A MINIMUM AO.3 PRIVACY PROTECTION PLAN & DEMOLITION PLAN £ 2 00 � OF 65% OF THE C&D MATERIALS HAVE BEEN DIVERTED SPRINKLERS. A STATE OF CALIFORNIA LICENSED (C-16) 4 FROM LANDFILL AND RECYCLED OR RECOVERED. FIRE PROTECTION CONTRACTOR SHALL SUBMIT PLANS, _ _ \ FURTHERMORE, PURSUANT TO CALGREEN SECTION 5.408.3, CALCULATIONS, A COMPLETED PERMIT APPLICATION - - - - \- - - - A2.1 1 ST FLOOR PLAN AND APPROPRIATE FEES TO THIS DEPARTMENT FOR < 51.00' P.L. I 100% OF EXCAVATED SOIL AND LAND CLEARING DEBRIS REVIEW AND APPROVAL PRIOR TO BEGINNING THEIR I SHALL BE REUSED OR RECYCLED. ANY CONTAMINATED A2.2 2ND FLOOR PLAN WORK. CFC SEC. 903.2, AS ADOPTED AND AMENDED 2'-0" 23 SOIL MUST BE CONTAINED, TRANSPORTED, AND DISPOSED \ 26/I ACCORDING TO ALL APPLICABLE LOCAL, STATE AND BY CUPMC. FEDERAL LAWS. IF MULTIPLE DEMOLITION OR BUILDING 2. PORTABLE WATER SUPPLIES SHALL BE PROTECTED _ PERMITS WILL BE ISSUED IN PHASES FOR THIS PROJECT, FROM CONTAMINATION CAUSED BY FIRE PROTECTION 5 C&D RECYCLING PLANS AND REPORTS MUST BE SUBMITTED A3.1 EXTERIOR ELEVATIONS. 1 24 FOR EACH PERMIT. ALL C&D RECYCLING PLANS AND WATER SUPPLIES. IT IS THE RESPONSIBILITY OF THE REPORTS MUST BE SUBMITTED TO AND APPROVED BY THE A3.2 SECTIONS APPLICANT AND ANY CONTRACTORS AND ENVIRONMENTAL PROGRAMS DIVISION PRIOR TO RELEASE SUBCONTRACTORS TO CONTACT THE WATER PURVEYOR 6' 0" 18'-0" 6' 0" OF HOLDS ON THE FINAL INSPECTION AND/OR SUPPLYING THE SITE OF SUCH PROJECT, AND TO MAX. OCCUPANCY. PLEASE NOTE THAT MIXED C&D DEBRIS BOX COMPLY WITH THE REQ. OF THAT PURVEYOR. SUCH SERVICE MAY ONLY BE OBTAINED FROM RECOLOGY, THE REQ. SHALL BE INCORPORATED INTO THE DESIGN OF 0 4' 8' 12' 16' CITY'S FRANCHISED WASTE HAULER. ADDITIONAL C&D ANY WATER-BASED FIRE PROTECTION SYSTEMS, SITE PLAN RECYCLING INFORMATION AND FORMS MAY BE VIEWED AND AND/OR FIRE SUPPRESSION WATER SUPPLY SYSTEMS A DOWNLOADED AT WWW.CUPERTINO.ORG/GREENDEV OR STORAGE CONTAINERS THAT MAY BE PHYSICALLY NO. Revision Date HORIZONTAL CONTROL PLAN 1/8"=1'-0" 2 IN/AS THISDPROJIECOTN PCB OF ATES INGING AND RILDING IS EMEDIATION INCLUDED 10F1 BOUNDARY & TOPOGRAPHIC SURVEY CONNECTED IN ANY MANNER TO AN APPLIANCE Drawn B : Date: CAPABLE OF CAUSING CONTAMINATION OF THE Y REQUIRED PRIOR TO OBTAINING A DEMOLITION PERMIT. PORTABLE WATER SUPPLY OF THE PURVEYOR OF FH 2.4.2022 STRUCTURES BUILT OR REMODELED BETWEEN JANUARY 1, LO LANDSCAPE DOCUMENTATION RECORD. FINAL APPROVAL OF THE SYSTEM(S) UNDER 1950 AND DECEMBER 31, 1980, MUST BE TESTED FOR PCB CONSIDERATION WILL NOT BE GRANTED BY THIS OFFICE PRESENCE. ALL DEMOLITION PERMIT APPLICANTS MUST L1 PLANTING PLAN UNTIL COMPLIANCE WITH THE REQUIREMENTS OF THE File: NOTE: COMPLETE THE PCB SCREENING ASSESSMENT FORM TO THE HORIZONTAL CONTROL PLAN IS PREPARED BASED ON THE DETERMINE IF THE STRUCTURE BEING DEMOLISHED IS L2 IRRIGATION PLAN WATER PURVEYOR OF RECORD ARE DOCUMENTED BY DEEMED AN APPLICABLE STRUCTURE. THIS REQUIREMENT L3 HYDROZZONE PLAN PERIODS AREA DIAGRAM THAT PURVEYOR AS HAVING BEEN MET BY THE 2125 Pendergast BOUNDARY SURVEY PREPARED BY THE PROJECT'S LICENSED DOES NOT APPLY TO SINGLE-FAMILY RESIDENTIAL, / APPLICANT(S). 2010 CFC SEC. 903.3.5 AND HEALTH SURVEYOR. WOOD-FRAME STRUCTURES, OR INTERIOR BUILDING L4 LANDSCAPE DETAILS AND SAFETY CODE 1314.7 Issue: DEMpG OJC C�4 �ui]ap SSCREOENING REQUIREMENTS ONAL MAY M YBE VIEWEDON NATRNING PCB L5 LANDSCAPE SPECS WWW.CUPERTI NO.ORG/GREENDEVADDITIONAL INFORMATION 3. ADDRESS IDENTIFICATION: NEW AND EXISTING BUILDING u CONCERNING ASSESSMENT AND TESTING REQUIREMENTS, SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING TuAushl Daycom a QUALIFIED CONSULTANTS TO PERFORM SAMPLING, TESTING, NUMBERS OR APPROVED BUILDING IDENTIFICATION Date: AND REPORTING MAY BE VIEWED AT PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND M q Q HTTPS://SCVURPPP.ORG/PCBS-DEMO-PERM ITS VISIBLE FROM THE STREET OR ROAD FRONTING THE 2/4/2022 NO DEMOLITION PERMIT WILL BE ISSUED UNTIL ALL PROPERTY. THESE NUMBERS SHALL CONTRAST WITH 'µ'"" W r. REQUIRED PCB DOCUMENTS HAVE BEEN ACCURATELY THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE GENERAL NOTES: 1N�••• ..,M., �I� Sheet Title: Sedgwickv COMPLETED, SUBMITTED TO AND APPROVED BY THE CODE OFFICIAL, ADDRESS NUMBERS SHALL BE Ebm°m¢rykh¢dl ENVIRONMENTAL PROGRAMS DIVISION. PROVIDED IN ADDITIONAL APPROVE LOCATION TO SedgwlCk ChddA o,,, FACILITATE EMERGENCY RESPONSE. ADDRESS NUMBERS SITE PLAN A. THE PROPERTY OWNER SHALL RECORD A COVENANT ON THE tlevN¢pmenlCenter7 p�`` ""'a' � s 3. THE USE OF COPPER METAL ROOFING COPPER GRANULE T�� .,. P B82Aiugg4cAvanv¢ 6t "' CONTAINING ASPHALT SHINGLES, COPPER GUTTERS AND SHALL BE ARABIC NUMBERS OR ALPHABETICAL PROPERTY FOR THE NEW TREES/SHRUBS PLANTED FOR THE QMeenoK¢IlaDaycarc LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES PURPOSE OF REQUIRED REPLACEMENT TREES, PRIVACY = N COPPER DOWNSP�STSTRONGL�R DISCOURAGED THER R OR IOR OALL RNAMENTAL (101.6mm) HIGH W/ A MIN. STROKE WIDTH OF 05 INCH 5¢nrma'¢Child Caro PROTECTION, AND REQUIRED FRONT YARD TREE. " BUILDING PROJECTS. THE AFOREMENTIONED COPPER (12.7mm). WHERE ACCESS IS BY MEANS OF A PRIVATE "? p APPLICATIONS ARE NOT PERMITTED FOR USE ON ANY ROAD AND THE BUILDING CANNOT BE VIEWED FROM Sheet No.: } LulneranChurchlh COMMERCIAL OR INDUSTRIAL BUILDINGS DUE TO THE THE PUBLIC WAY A MONUMENT POLE OR OTHER SIGN B. FOLLOWING THE COMPLETION OF CONSTRUCTION AN AFFIDAVIT "-" POTENTIAL FOR WATER POLLUTION FROM COPPER EXPOSED OF MEANS SHALL BE USED TO IDENTIFY THE ' H•- .. a STORM WATER RUNOFF. STRUCTURE. ADDRESS NUMBERS SHALL BE MAINTAINED. FROM A ISA-CERTIFIED ARBORIST SHALL BE PROVIDED Hg�',�n� �.��... CONFIRMING THAT THE NEW TREES HAVE BEEN PLANTED ,. a 4 " �° JennyuKncheri CFC SEC. 505.1. �w sae.,, a d aon+aqrnd D o o D op � PROPERLY AND ACCORDING TO PLAN. Lakehmt9aiear� DCEI�CEG� I D QMI@101= QL 4. CONSTRUCTION SITE FIRE SAFETY: ALL CONSTRUCTION Q O eaerl¢rmrnq r SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF m�f�a S g 1 THE CFC CHAPTER 33 AND OUR STANDARD DETAIL ❑ L�a FIRE SPRINKLER DESIGN BY OTHER AND SUBMIT C. A PLANNING INSPECTION IS REQUIRED TO VERIFY EXTERIOR F � .a AND SPECIFICATION SI-7. PROVIDE APPROPRIATE MATERIALS, FINISHES, TREES, LANDSCAPING, AND OTHER SITE �� PRIOR TO INSTALLATION. NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS WORK. NNSvn5.AuwOPI19 d d 2. IRRIGATION PLAN WILL BE INCLUDE IN BUILDING APPROPRIATE TO THE PROJECT. CPC CHP. 33. Elementary Schnnl a PERMIT DRAWING SETS. F d O� 18.00 PORCH FEET FEET SF :. . . .� Community Development Department Al 8.17 X 4.04 = 33.01 . . . : : :.:.:.: Planning Division - Cupertino _ . . . . A2 1.50 X 2.37 = 3.56 CUPERTINO APPROVED . . . Case# R-2022-013, .'.' TOTAL 36.56 : :N A I � ;/ REAR PATIO S:.T tJ_.:D i._.O. Approval Body: Director/Staff \�� ' B1 13.00 X 14.83 = 192.79 © o Approval ate 08/11/22 ` / GARAGE '.'.'. . . . . . . .. . . R Signature Gian Paolo Martire \`� i/ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Case Manager C1 20.54 X 20.54 = 421.89 . . . . . . . . . . . . . . . . . . . . . . . . . . . ' CHIMNEY P:.408.892.5020.'F.'408.'871:6923.: ....:.:.:: . .. . N SLOPE o SLOPE4 / E \ 13.00 DO 1.67 X 7.17 = 11.97 5:12 5:12 % \\ BAY W. 1 Project: D1 = 8.25 Lee Residence D2 4.00 + 8.00 = 12.00 New Custom Homes 18816 Pendergast Dr. B1 Go o TOTAL = 20.25 Cupertino, CA 95014 1ST LIV. \ __-- \ \ Applicant/Owner: / 10.46 \ / D3 13.33 X 36.37 = 484.81 A 14.46 i Mr. Jonathan Lee \\ 6.54 i D4 7.12 X 34.71 = 247.14 18816 Pendergast Dr. D5 20.54 X 18.50 = 379.99 Cupertino, CA 95014 D6 N D6 10.46 X 4.33 = 45.29 (408) 896-2163 \ � S 0Heartnsymphony@Gmail.com SLOPE 7.12 , \ 13.33 L/ J TOTAL 1157.23 5:12 ADU a \ \ 7/5.46 E 18.00 X 34.62 = 623.16 04 w ��Q I - - - - - �' 2ND LIV. Architect: \` \\ i 13.21 \ / SLOPE I ' / F1 10.62 X 2.62 = 27.82 STUDIO 61 ARCHITECTS, Inc. J F5 F2 1.08 X 10.58 = 11.43 12480 Saratoga Ave. Saratoga, CA 95070 Q N} I \�, 20.54 ,�' ' ' \ ; - �� F3 19.92 X 13.21 = 263.14 (408) 92.5020 " I D4 19.92 F4 13.21 X 6.67 = 88.11 D3 V S61ARCHITECT@GMAIL.COM F5 5.46 X 8.37 = 45.70 S I \� , �I 11 /� \\\ o D1 N \\\ 1.08 , F6 14.46 X 19.00 = 274.74 SED ARCh CDt I �1 iT j A I N o C1 , '\ F ;, o F7 6.54 X 17.29 = 113.08 vG �pNK 1. F�� L I � N 1.50 F2 11 F , 6.67 '� TOTAL 824.02 \Q \ 1.67 10.62 ' 1, NO. C29889 >� - BAY W. 2 REN. 2/28/23 I A I ' \� ; ' \` C� t F9 F1 F8 6.67 X 2.00 = 13.34 SLOPE 5:12r 8.00 (0Fa F9 6.67 X 2.00 = 13.34 OF CAS-�Fo / 0 6.67 \\ / N TOTAL 26.68 L o Al \\; ; SLOPE w SLOPE I o N 4.00 N DECK STRUCTURE ENGINEER: I I 5:12 of 5:12 I I 8.17 �� _ G 1 14.46 X 4.00 57.84 I 1.5o A2 HD DESIGN & ENGINEER O(E) I FIRST FLOOR SECOND FLOOR 1570 MISSION AVENUE o 4' 8' 12' 16' MORGAN HILL, CA 95037 SLOPE FLOOR AREA DIAGRAM T: (408) 605-8859 O I 5:12 A F: (408) 351-7463 OL 1/811=1 1-011 I I I I ti% I A a a L � a I y, o w Z�Q ri I �� G9 I Sip N LO I � I 404 0 4' 8' 12' 16' NO. Revision Date ROOF PLAN Drawn By: Date: B FH 2.4.2022 1/811-1 1-011 (J File: 2125 Pendergast ROOF PLAN KEY NOTES Issue: �A ROOF TILE SEE PAGE A3.1 @ SKYLIGHT, SEE A2.1 Date: © NOT USED TUBULAR SKYLIGHT, SEE A2.1 2/4/2022 © ROOF VENT W/ 0.67SF NET VENT AREA, O CHIMNEY FOR DIRECT VENT GAS FIREPLACE. GALVANIZED STEEL, TYPICAL OF 4 VENTS Sheet Title: ON ROOF OVER FIRST FLOOR. TYPICAL 3 VENT OVER LOWER HALF OF SECOND FLOOR © ROOF VENT W/ 0.67SF NET VENT AREA, ROOF AND 5 VENTS OVER UPPER HALF OF GALVANIZED STEEL, TYPICAL OF 4 VENTS FLOOR AREA DIAGRAMS SECOND FLOOR ROOF VENT OVER LOWER HALF OF ADU ROOF AREA ROOF PLAN Sheet No.: /R�(B ❑ . . . . . . . . . . . . . . . . . .o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .o Community Development Department ----------- ------------------------I -------- ------------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Planning Division - Cupertino . . . . HO— o N87'4009W 51.02' m . . . tUPERTINO APPROVED .'.'.'. .'.'.'.'.'.'. '. � ' Case# R-2022-013, o .Co o�� SEE LANDSCAPE PLANTING S".T U*.'D 1'.0.'; wti o� o`' PLAN ON PAGE L1 ApprovalBody: Director/Staff `� ��`' I r---------1 �, - - - - - '. ".'. ".'. ".'o Icq / / / / . . © . . . . Approval ate 08/11/22 `\ 1TI i i `�� i / / / / / \ I I I I I V V V I : : : : : : : : : : : : : : : : : : :Signatur Gian Paolo Martire :. . . . . . . . . . . .:.:. . .:. . .:. . .:.:. .:.:. . . —---------- — - -------------- ---------------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Case Manager CO \ I I ° 1 L--------� l� l� l� l� l .N \ I I P:408,89 .-5Q A. F,408:871:6923 ; .,.,: ; , .• , Co I REMOVE E REMOVE (E) \ j do �,o`' �o j STORAGE SHED ELECTRICAL METER AND OVER HEAD I I I I I / I Project: ----- - -----------------------------� 1 / SERVICE WIRE - �--- ail � Cl> _ o� C° I / I Lee Residence �° V REMOVE ALL (E) �� New Custom Homes CONC. PAVER ON SITE 18816 Pendergast Dr. Cupertino, CA 95014 V� �; %i • ; ` I \\ ,/ / I \\ Applicant/Owner: r, ,,� Mr. Jonathan Lee 18816 Pendergast Dr. r �,� • ; 1 / \ / / Cupertino, CA 95014 REMOVE ALL (E) /� CONC. PAVER k< i ; I / \\ // // / '� (408) 896-2163 �,; Heartnsymphony@Gmail.com 0 �a� r% LOT 144 -- I ;�� \ � � , , is C�rn AREA: 0.12 ACRES '�' '' I / / -- I Architect: o ; 5352 SQ FT --- / I 01_ --- I STUDIO 61 ARCHITECTS, Inc. 38 �°° �� ;� LOT 1 I / / WINDOW I ILL I I 12480 Saratoga Ave. )52 (0 REMOVE ALL /, / EXISTING STRUCTURE /, o TRACT I / HIGHER HAN I / I Saratoga, CA 95070 5'-0" FR6M ON SITE ii ii 375-3� I / /c i (408) 892.5020 �o°C �o��i ,,, I i �\ FINISH FLOOR S6IARCHITECT@GMAIL.COM WINDOW SILL HIGHER p� iA Uj I I I I THAN 5'-0" F_ -1 I ij a /FROM FINISH L J , I D AR REMOVE (E) 000c 1 / 111��<<` �''''' ; �I i \\ // FLOOR ' i �G�' OK L.Cy/TFc� STORAGE SHED r- ----, �l rJr11111111,/�' !l _�^ ^° FO I i F_� WINDOW SILL 1 i a N0. C29889 U 1<<<�, / o�plff/ � HIGHER THAN REN. 2 28 23 f�T�, �� 9 , �° I I I 5'-0" FROM I I _J U� \F �' 'i ��o ��`` /� i i I FINISH FLOOR L------�ri �71�1� �� /'0' `� ```c,J __,, i REMOVE GAS METER i ' WINDOW SILL L J ' I N F OF Cm_ HIGHER THAN I I ro ,/ / oG GARAGE ��► / � I I 5'-0" FROM 00 i I ' FINISH FLOOR ' �o� �'� ;� STRUCTURE ENGINEER: ' I I k I I HD DESIGN & ENGINEER c,, �i,, ♦I / REMOVE ALL (E) I � ,' j i CONC. PAVER ON I WINDOW SILL 4.4 11 HIGHER THAN REMOVE (E) c44�i i,, �'! %' °°� 1 I 5'-0" FROM 1570 MISSION AVENUE DETACHED GARAGE oc, 4e2l jam' �° FINISH FLOOR I I MORGAN HILL, CA 95037 ��,°`' � ° o� I T: (408) 605-8859 �� `�� ti ��`� I I I I F: (408) 351-7463 t2" TREE I (E) 12" HOLLYWOOD \ ` JUNIPER TO REMAIN I I c° AND PROTECT wti DURING CONSTRUCTION. SEE L1 WINDOW WITH �'— NON-OPERABLE ' ` I ' PANELS AND ' FROSTED GLASS I I °� N87'40'09"W 51.02 c�. o - ono °� C'. / � \I gin`' I 0 I 3Nn ivoia.0313". °� / 30 30N30IA3 ° NO. Revision Date Drawn By: Date: 0 4' 8' 12' 16' 0 4' 8' 12' 16' FH 2.4.2022 B DEMOLITION PLAN A PRIVACY PLAN File: 1/8"=1'-0" 1/8"=1'-0" 2125 Pendergast Issue: Date: 2/4/2022 Sheet Title: PRIVACY PLAN Sheet No.: 0 ❑ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ENERGY NOTES Community DZOOM t n'i tme t � � � � NEY NOTE: 18'-0" 7 13'-0" 10'-0"Planning po . . . . elf CUPERTINO APPROVED 11'-5" 6'-7" 1. ALL DOMESTIC HOT WATER SYSTEM PIPING CONDITIONS . . . . . . .....'.'0 Case# R-2 -01 ANDING AND STEP W/ MAX. 7J" RISE AND 10" ® (N) FURNACE SHALL COMPLY WITH CMC SECTION 904.11. LISTED BELOW, WHETHER BURIED OR UNBURIED, MUST 0 E 25 GAUGE CONT. GALV. PROVIDE UL. LISTED SL. 5050 AWN. 3030 BE INSULATED AND THE INSULATION THICKNESS SHALL y a A. AN UNOBSTRUCTED PASSAGEWAY WHICH: BE SELECTED BASED ON THE CONDUCTIVITY RANGE IN .'.'.'.' SHING WHERE CONC. MEET WOOD. TABLE 120.3-A AND THE INSULATION LEVEL SHALL BE ` TEP IN GARAGE SHALL NOT HIGHER THAN 6" 1. IS LARGE ENOUGH TO REMOVE THE LARGEST PIECE 4 4 4 ® SELECTED FROM THE FLUID TEMPERATURE RANGE 16 Approval ody: Direct�Sta OF EQUIPMENT BUT NOT LESS THAN 30" HIGH AND AI ® E .. . . 0 08/11 '& LANDING IN SIDE YARD SHALL NOT HIGHER THAN 18" FROM 30" WIDE 5 BASED ON THE THICKNESS REQUIREMENTS IN TABLE Approvallate 120.3-A: (CENC 150(J)(2)) R FiiviSn I�rCHUG vR HAVING 10'-0" SIDE YARD SET BACK 2. IS NO MORE THAN 20 FEET IN LENGTH WHEN A3.1 Signature Gian Paolo,Martire__, ,,,__ CLEAR FROM FINISH WALL TO FINISH WALL MEASURED ALONG THE CENTER LINE OF THE Nn a. ALL PIPING WITH A NOMINAL DIAMETER OF 3/4 Cas anag PASSAGEWAY FROM THE ACCESS OPENING TO THE o D . . . . . . . . . . .. .. .. .. .. .. .. " INSIDE OF GARAGE. NO OBSTRUCTIONS ARE ALLOWED WITHIN EQUIPMENT AND F BEDRM. © o m F INCH OR LARGER. P:.4 . . . . .. .20. F,4U8:871:6923 : ....:.:.:. . .. .C4 THE 20' BY 20' GARAGE, MEASURED 6" TO 6' FROM THE A3.2 N A3.2 b. ALL PIPING ASSOCIATED WITH A DOMESTIC HOT FINISHED FLOOR. 3. HAS CONTINUOUS SOLID FLOORING NOT LESS THAN 1 BATH WATER RECIRCULATION SYSTEM REGARDLESS OF 24" WIDE THOUGHOUT ITS LENGTH. CLNG. HT. THE PIPE DIAMETER. 50 SHOWER AND TUB WALLS TO BE A SMOOTH, HARD, B. A LEVEL SERVICE SPACE AT LEAST 30" DEEP AND 30" i 9'-0" 1 c. PIPING BURIED BELOW GRADE. Project: NON-ABSORBENT SURFACE OVER A MOISTURE RESISTANT WIDE LOCATED AT THE FRONT OR SERVICE SIDE OF THE . ALL HOT WATER PIPES FROM THE HEATING UNDERLAYMENT, HARDIE PANEL, OVER 151bs FELT, TO A EQUIPMENT. N O 4 SOURCE TO THE KITCHEN FIXTURES. Lee Residence HEIGHT OF 72" ABOVE DRAIN INLET PER CRC R307.2 C. AN APPROVED, INDEPENDENT MEANS OF DISCONNECT FOR 0)D THE ELECTRICAL SUPPLY TO EACH PIECE OF EQUIPMENT cn o m (3 ® (DID New Custom Homes © WATER CLOSET MAX. 1.28 GAL/FLUSH. PROVIDE MIN. 30" SHALL BE PROVIDE IN SIGHT OF THE EQUIPMENT SHALL 0-) g 18816 Pendergast Dr. WIDE BY 24" CLEAR IN FRONT OF WATER CLOSET. BE PROVIDED IN SIGHT OF THE EQUIPMENT SERVED WHEN �_ Cupertino, CA 95014 70 ELECTRIC FIRE PLACE, INSTALL PER MANUFACTURE THE SUPPLY VOLTAGE EXCEEDS 50 VOLTS. 26"X79" BUILT-IN L�JOD moo® ® TEMPERED GLASS STAND SHOWER WITH MIN. 30" DIA. CLR. D. A DEDICATED CIRCUIT SHALL BE PROVIDED FOR THE CLOSET ® ®E. Applicant/Owner: INSIDE, MIN. 1024 SO. INC., WITH TEMPERGLASS DOOR WITH E. A 120-VOLT SERVICE RECEPTACLE SHALL BE LOCATED 11 Mr. Jonathan Lee MIN. CLR. OPENING OF 22" WITHIN 25 FEET OF AND ON THE SAME LEVEL AS THE 3080 EQUIPMENT FOR MAINTENANCE. THE SERVICE RECEPTACLE N n 18816 Pendergast Dr. �9 PERMITTED OPENINGS BETWEEN GARAGE AND THE DWELLING o 0)> ener g SHALL NOT BE CONNECTED ON THE LOAD SIDE OF THE cn N Cupertino, CA 95014 SHALL BE EQUIPPED WITH 1 3/8" IN THICKNESS, SOLID WOOD o m DOORS, SOLID OR HONEYCOMB CORE STEEL DOORS, 20-MINUTE REQUIRED MEANS OF DISCONNECT. �3 F. A PERMANENT SWITCH CONTROLLED LIGHTING FIXTURE (408) 896-2163 FIRE-RATED DOORS. DOORS SHALL BE SELF-CLOSING AND Nk SHALL BE INSTALLED FOR MAINTENANCE OF EQUIPMENT Heartnsymphony@Gmail.com SELF-LATCHING. (R302.5.1) IS REQUIRED AND SHALL BE ACCESSIBLE. SUCH FIXTURE 3'-0" 10 TYPE 'X' GYP. BD. AT ALL GARAGE WALL FROM SILL PLATE TO SHALL PROVIDE SUFFICIENT ILLUMINATION TO SAFELY UNDERSIDE OF ROOF AND J" TYPE 'X' GYP. AT ALL CEILING. APPROACH THE EQUIPMENT AND PERFORM THE TASKS FOR WHICH ACCESS IS PROVIDED. CONTROL OF THE ADU 11 LINE OF COFFER CEILING SOFFIT ABOVE LIGHTING SHALL BE PROVIDED AT THE ACCESS 623SF 1 WINDOW SEAT, MIN. 24 HIGH FROM FINISH FLOOR ENTRANCE. © " G. COMBUSTION AIR MUST BE MAINTAINED. Architect: 0 LOWER COUNTER H. THE CLEAR SPACE AND DISTANCE TO COMBUSTIBLE 1 2 MATERIALS AROUND THE FURNACE UNIT SHALL COMPLY - STUDIO 61 ARCHITECTS, Inc. 14 UPPER CABINET WITH THE MANUFACTURE'S INSTALLATION INSTRUCTIONS. i A8.1 TYP. ® ®I A8.1 TYP. 12480 Saratoga Ave. 1© PROVIDE WALL CLEAN-CLEAN OUT FOR ALL SINKS. I. A SEDIMENT TRAP SHALL BE INSTALLED ON THE GAS i FAM. Saratoga, CA 95070 GABAGE DISPOSAL 16 LINE DOWNSTREAM OF THE APPLIANCE SHUT OFF VALVE i g AND AS CLOSE TO THE INLET OF THE EQUIPMENT AS N 14 0 CLNG. HT. o (408) 892.5020 DISH WASHER PRACTICAL. - 1 9'-01, `� G o S61ARCHITECT@GMAIL.COM J. APPLIANCES GENERATING A GLOW SPARK OR FLAME F �� ' 18 ELECT. RANGE, PROVIDE 220VOLT OUTLET FOR FUTURE ELECTRIC CAPABLE OF IGNITING FLAMMABLE VAPORS MAY BE '� RANGE WHEN THERE IS SOLAR PANEL INSTALLED. A3.2 DIN. PATIO A3 2 4 SED AR INSTALLED IN A GARAGE PROVIDED THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES ARE AT U) 19 NOT USED 18" ABOVE FLOOR LEVEL. KIT. K. FURNACE SHALL BE PROPERLY ANCHORED AND SUPPORTED TO SUSTAIN VERTICAL AND HORIZONTAL o 16 LOADS WITHIN THE STRESS LIMITATIONS SPECIFIED PER A8.1 NO. C29889 CMC 303.4 L. PROVIDE 30" HEADROOM CLEARANCE. -� 18 `� ,' `P REN. 2/28/23 L® - - - - - - - - �I M. PROVIDE 25 GAUGE METAL F.A.U. DUCTING IF PASS i � -0 ;( 9) �� ® CERAMIC TILE OR NATURAL STONE OVER " CONC. BOARD OVER THROUGH FIRE WALL. 14 00 14 O SL.10080 OF Co_ PLYWD. SUBFLOOR N. PROVIDE A PAN AND A CONDENSATE DRAIN PIPE TO ® TILE OVER THIN SET, OVER 1" CONIC. W/ WIRE MESH, OVER 15lbs EXTERIOR. DRAINPIPE OF NOT LESS THAN " NOMINAL FELT, OVER WATER PROOF LINER, OR OVER HOT MOPPED SHOWER PIPE SIZE, DISCHARGING AT A POINT THAT IS READILY STRUCTURE ENGINEER: OBSERVED. cn x PAN, OVER PLYWOOD SUB-FLOOR. o' CLNG. HT. GARDEN ® ROLL UP GARAGE DOOR 16'-0"x8'-0" 1 g _0 - - 5050 A8.1 F® ®� HD DESIGN & ENGINEER ® 4 COOLING UNITS LOCATED IN THE ATTIC SHALL HAVE AN TYP. PRE-FABRICATED CLOSET CLNG. HT. 1570 MISSION AVENUE ADDITIONAL METHOD FOR CONDENSATE OVERFLOW SHALL BE BEDRM. 10'-0" 14 MORGAN HILL, CA 95037 ® NON-OPERABLE WINDOW PANEL PROVIDED IN ACCORDANCE WITH ONE OF THE FOLLOWING __ / (INDICATE ON PLAN WHICH METHOD TO BE INSTALLED): i� 4 /\ 5ko LT: (408) 605-8859 PROVIDE MIN. 12"x12" LOUVER AT TOP AND BOT OF DOOR TO (CMC 310.2) N F: (408) 351-7463 PROVIDE VENTILATION. A. A WATER LEVEL DETECTING DEVICE THAT WILL SHUT ® i 14 HEAT PUMP ELECT. WATER HEATER FOR ADU, INSTALLED OFF THE EQUIPMENT OR APPLIANCE IN THE EVENT THE N� ® FAM. 1 KIT. ® PRIMARY DRAIN IS BLOCKED. o ON 18" PLAT FORM INSTALLED PER DETAIL 10 B.AN ADDITIONAL WATERTIGHT PAN OF om Iv --�-- LEGEND: MANUFACTURE RHEEM, MODEL XE80T10H45U0 A81 CORROSION-RESISTANT MATERIAL, WITH A SEPARATE 0000 - SEE PAGE AO.4 FOR SPECS. DRAIN LINE, INSTALLED BENEATH THE COOLING COIL, o i UNIT, OR THE APPLIANCE TO CATCH THE OVERFLOW ® o A® ®J i ALTERNATED 2x4 STUD @ 16" O.C. ® ELECT. CLOTH DRYER, SHALL BE VENTED WITH 4" DIA. RIGID METAL CONDENSATE DUE TO A CLOGGED PRIMARY CONDENSATE � i ® W/ 2x6 SILL PLATE AND TOP DUCT, WITH MAX. 14' LONG DUCT , EQUIP WITH 4" OPENING DRAIN. CLNG. HT. A i n --i-- PLATES. PROVIDE R-21 INSULATION BACK-DRAF DAMPER. DUCT RUN THROUGH UNDER FLOOR TO OUT C.AN ADDITIONAL DRAIN LINE AT A LEVEL THAT IS HIGHER A8.1 18 BETWEEN STUD - SEE BATH 9'-4" 11 SIDE. DUCT TERMINATE SHALL BE 36" AWAY FROM WINDOW THAN THE PRIMARY DRAIN LINE CONNECTION OF THE 4 OPENING. PROVIDE BOOSTER FAN IF DUCT LONGER THAN 14' DRAIN PAN. N CLNG. HT. 14 D.AN ADDITIONAL WATERTIGHT PAN OF B w� ® 4 ® 9'-4" B ® CLOTH WASHER, PROVIDE ON DRAIN PAIN WITH DRAIN PIPE TO OUT CORROSION-RESISTANT MATERIALS WITH A WATER LEVEL o ® 5 A3.2 o Z SIDE. DETECTION DEVICE INSTALLED BENEATH THE COOLING i ® COIL, UNIT, OR THE APPLIANCE TO CATCH THE n 4 4 4 i i i EXTERIOR 2x6 STUD WALL W/ MIN. DIRECTION OF VENT OVER-FLOW CONDENSATE DUE TO A CLOGGED PRIMARY 1 1� I i _ i R-21 INSULATION. SEE STRUCTURE ® BUILT IN PANTRY W/ CEILING TO FLOOR CLOSET SPACE CONDENSATE DRAIN AND TO SHUT OFF THE EQUIPMENT. - _ ARCH DRAWING FOR WALL SCHEDULE - 3� KITCHEN FAUCET - SEE 2019 CALGREEN CHECK LIST ------ ------- - rq - - SEE 10 ON PAGE GB1 PDWR. 2880 HOOD W MIN. 100CFM, DUCT AND SHALF INSTALLED PER REQ. OF ® ATTIC ACCESS, 30"x22". PROVIDE MIN. 30" ABOVE ACCESS - o �� 10 O2 O9 1'-6„ C A8.1 ® 2019 CMC. SEE ALSO KEY NOTE ® A3 2 03 �o A3.2 L - - - INTERIOR STUD WALL, SEE ® CRAW SPACE ACCESS, MIN. 30"x22" CLR. ® 42" HIGH HALF WALL WITH TEMPERED GLASS I STRUCTURE DRAWING FOR WALL 3'-0" BI-FOLD 2880 o SCHEDULE. ® ALL FINISH FLOOR SHALL BE HARDWOOD FLOOR EXCEPT BATHROOM 7 1w I CLNG. HT. ��qS AND KITCHEN SEE KEY NOTE 2 ® A8.1 I ® ® 10'-0" �� Q TEMPERED GLASS ® 24"x24" NON-OPERABLE SKYLIGHT, BY ACRALIGHT, ICC# ESR-2415. TYP. U) I DIN. �o o E❑ EGRESS DOOR OR WINDOW, OPENING O V, � HEIGHT NOT OVER 44 ABOVE FLOOR, ® DROP DOWN COFFER CEILING, PROVIDE 2x8 ® 16" O.C. ATTACHED I 5.OSF OF OPEN AREA ON GROUND NO. Revision Date TO 2ND FLOOR JOIST ABOVE Li E-i--� ��''O LEVEL, 5.7SF MIN. OPEN AREA FOR o I ® F Drawn By: Date: ® WHOLE HOUSE VENTILATIO PROVIDE FOR SECONDARY UNIT, REQ. z I \L � WINDOW ON SECOND FLOOR, 24" NET y 40.22CFM. PROVIDE PANASONIC WHISPER GREEN FV-11 VQC5 WHICH CIDo o w I L-V- L - - - - - - - - - CLEAR OPENING HEIGHT, 20" NET FH 2.4.2022 PROVIDE 110CFM, OR EQUIVALENT, USE 4" SMOOTH METAL DUCT. i o GARAGE N w 10 ® PAN. J CLEAR OPENING WIDTH. ALL EGRESS PROVIDE PROPER DISTANCE BETWEEN AC AND WHOLE HOUSE `° � I N WINDOWS W/ TWO OR MORE LATCHES VENTILATION TO PREVENT MIXING OF AIR. MAX. 1.0 SONES IS N I ® SHALL HAVE THE LATCHES File: ALLOWED FOR THE NOISE LEVEL OF THE FAN. WHOLE HOUSE VENT A1111111111 ® N N INTERCONNECTED AND OPERABLE 2125 Pendergast SHALL HAVE INSULATED LOUVERS OR COVERS WHICH CLOSE WHEN I FROM THE LOWEST LATCH. FAN IS OFF. COVERS OR LOUVERS SHALL HAVE A MINIMUM 20'-1" INSULATION VALUE OF R-4.2 00 - Issue: SEE KEY NOTE ® I / CLNG. HT. ® \I 9'-4" O N WHOLE HOUSE VENTILATION: I \ FOYER LI V. WINDOW NOTE: Date: CFM REQ. = 0.03CFMx(624SF)+7.5CFMx(2+1)=40.22CFM �� RM. 2/4/2022 ~® 1. ALL WINDOW SHALL HAVE U FACTOR MAX 0.30 ® REFRIGERATOR KI 6080 AND SHGC MAX. 0.23 Sheet Title: 16070 ROLL UP ® � ® PATIO FINISH WILL BE CONCRETE SLAB ON GRADE XXXX NUMERIC NEXT TO DOOR ON WINDOW FIRST FLOOR PLAN FINISH FLOOR NOTE: 6 -8 N OR DOOR STAND FOR FEET INCH WIDE ® RESIDENTIAL LAVATORY FAUCET FLOW RATE SHALL NOT EXCEED o� g� x FEET INCH HIGH 1.2GAL/MIN CO? 60PS1 (CGBC 4.303.1.4.1) 1. STONE OR CERAMIC TILE AT ALL ENTRY �o�oF` 0 G�o6o CASE 2650 CASEMENT WINDOW W/ 2 FEET 6" ® THE MAX. HOT WATER TEMPERATURE DISCHARGING FROM THE BATHROOMS, KITCHEN AND 2ND FLOOR i ® WIDE BY 5 FEET 0 INCH HIGH BATHTUB, SHOWER AND WHIRLPOOL BATHTUB FILLER SHALL BE DECK. � N FIX 3060 Sheet No.: LIMITED TO 120 DEGREES FAHRENHEIT. THE WATER HEATER 2. J" SOLID HARDWOOD FLOOR AT ALL o DH 3050 DOUBLE HUNG WINDOW W/ 3 FEET 0 THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL FOR ROOM. - ' " INCH WIDE x 5 FEET 0 INCH HIGH 6'-8" 1'-6" 1'-11" 2'-0" 4'-0" 2 -0 MEETING THIS PROVISION. (CPC 414.5 & 418.0) SL 10080 SLIDING DOOR W/ 10 FEET 0 INCH 21'-0" 20'-0" 1 -g WIDE x 8 FEET 0 INCH HIGH ® SINGLE SHOWER HEAD - 1.8GAL/MIN. @ 80PS1 (CGBC 2880 DOOR W/ 2 FEET 8 INCH WIDE x 8 4.303.1.3.1). MULTIPLE SHOWER HEADS SERVING ONE SHOWER FEET 0 INCH HIGH Q - COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR A E OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE - A3.2 A3.2 A3.2 1.8 GPM AT 80 psi. CGBSC SECTION 4.303.1.3.1 ® FIRST FLOOR PLAN SPOUT CANNOT SPRAY DIRECTLY TO ENTRANCE AND A BATHER MUST BE ABLE TO ADJUST VALVES PRIOR TO 0 2' 4' 6' 8' 1/411-1'-011 STEPPING INTO SHOWER, 2013 CPC SECTION 408.9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Community Develo me A ENERGY NOTES PL'b� m LAN � KEY NOTE: A3.2 Planning Division - Cupertino . . elf CUPERTINO APPROVED _ _ _ 1. ALL DOMESTIC HOT WATER SYSTEM PIPING CONDITIONS . . . . .:.:. . o LANDING AND STEP W/ MAX. 7J" RISE AND 10" MIN. RUN. ® (N) FURNACE SHALL COMPLY WITH CMC SECTION 904.11. LISTED BELOW, WHETHER BURIED OR UNBURIED, MUST . . Case# R-2022-013, PROVIDE 25 GAUGE CONT. GALV. FLASHING WHERE CONC. PROVIDE UL. LISTED BE INSULATED AND THE INSULATION THICKNESS SHALL . . . .0 a MEET WOOD. A. AN UNOBSTRUCTED PASSAGEWAY WHICH: BE SELECTED BASED ON THE CONDUCTIVITY RANGE IN *S.,.T U,.*D .1.'.0.* 1. IS LARGE ENOUGH TO REMOVE THE LARGEST PIECE TABLE 120.3-A AND THE INSULATION LEVEL SHALL BE Approval Body: Director/Staff HOT TUB OF EQUIPMENT BUT NOT LESS THAN 30" HIGH AND SELECTED FROM THE FLUID TEMPERATURE RANGE . . . . . . :.:.:.:.c Approvallate 08/11/22 �3 RESIDENTIAL LAVATORY FAUCET FLOW RATE SHALL NOT EXCEED 30" WIDE BASED ON THE THICKNESS REQUIREMENTS IN TABLE . . .... I.2UAL/MIN @ 60PS1 (CGBC 4.303.1.4.1) 2. IS NO MORE THAN 20 FEET IN LENGTH WHEN 120.3-A: (CENC 150(J)(2)) Signature Gian Paolo Martire MEASURED ALONG THE CENTER LINE OF THE F F 0 FINISH WILL BE CERAMIC TILE OVER THIN SET a. ALL PIPING WITH A NOMINAL DIAMETER OF 3�4 Case ManagerULUK PASSAGEWAY FROM THE ACCESS OPENING TO THE V.2 3 A3.2 'd INCH OR LARGER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .N EQUIPMENT, AND P:408.892.5020.,F.,408:871:6923','.,'.,:.:,:; , ., ,C4 SHOWER AND TUB WALLS TO BE A SMOOTH, HARD, 3. HAS CONTINUOUS SOLID FLOORING NOT LESS THAN A8.1 b. ALL PIPING ASSOCIATED WITH A DOMESTIC HOT NON-ABSORBENT SURFACE OVER A MOISTURE RESISTANT 24" WIDE THOUGHOUT ITS LENGTH. TYP. WATER RECIRCULATION SYSTEM REGARDLESS OF UNDERLAYMENT, HARDIE PANEL, OVER 151bs FELT, TO A B. A LEVEL SERVICE SPACE AT LEAST 30" DEEP AND 30" THE PIPE DIAMETER. HEIGHT OF 72" ABOVE DRAIN INLET PER CRC R307.2 c. PIPING BURIED BELOW GRADE. Project: WIDE LOCATED AT THE FRONT OR SERVICE SIDE OF THE d. ALL HOT WATER PIPES FROM THE HEATING © WATER CLOSET MAX. 1.28 GAL/FLUSH. PROVIDE MIN. 30" EQUIPMENT. SOURCE TO THE KITCHEN FIXTURES. Lee Residence WIDE BY 24" CLEAR IN FRONT OF WATER CLOSET. C. AN APPROVED, INDEPENDENT MEANS OF DISCONNECT FOR SLOPE 0 SLOPE New Custom Homes THE ELECTRICAL SUPPLY TO EACH PIECE OF EQUIPMENT o 42" HIGH HALF WALL SHALL BE PROVIDE IN SIGHT OF THE EQUIPMENT SHALL 5:12 5:12 18816 Pendergast Dr. ® TEMPERED GLASS STAND SHOWER WITH MIN. 30" DIA. CLR. BE PROVIDED IN SIGHT OF THE EQUIPMENT SERVED WHEN Cupertino, CA 95014 E INSIDE, MIN. 1024 SQ. INC., WITH TEMPERGLASS DOOR WITH THE SUPPLY VOLTAGE EXCEEDS 50 VOLTS.D. A DEDICATED CIRCUIT SHALL BE PROVIDED FOR THE MIN. CLR. OPENING OF 22" FURNACE. A3.2 Applicant/Owner: E. A 120-VOLT SERVICE RECEPTACLE SHALL BE LOCATED CHIMNEY FOR DIRECT VENT GAS FIREPLACE. WITHIN 25 FEET OF AND ON THE SAME LEVEL AS THE 14'-5 1/2" 6'-6 1/2" Mr. Jonathan Lee 10 25 GAUGE CONT. GALV. CRICKET EQUIPMENT FOR MAINTENANCE. THE SERVICE RECEPTACLE 3 18816 Pendergast Dr. O 11 LINE OF COFFER CEILING SOFFIT ABOVE SHALL NOT BE CONNECTED ON THE LOAD SIDE OF THE A8 1 Cupertino, CA 95014 REQUIRED MEANS OF DISCONNECT. TYP. WINDOW SEAT, MIN. 24" HIGH FROM FINISH FLOOR F. A PERMANENT SWITCH CONTROLLED LIGHTING FIXTURE (408) 896-2163 SHALL BE INSTALLED FOR MAINTENANCE OF EQUIPMENT Heartnsymphony@Gmail.com ALL FINISH FLOOR SHALL BE HARDWOOD FLOOR IS REQUIRED AND SHALL BE ACCESSIBLE. SUCH FIXTURE EXCEPT BATHROOM AND KITCHEN SEE KEY NOTE ® SHALL PROVIDE SUFFICIENT ILLUMINATION TO SAFELY APPROACH THE EQUIPMENT AND PERFORM THE TASKS - - - - - - -/1/ - - - - - - 14 ATTIC ACCESS, 30"x24" FOR WHICH ACCESS IS PROVIDED. CONTROL OF THE 10 PROVIDE WALL CLEAN-CLEAN OUT FOR ALL SINKS. LIGHTING SHALL BE PROVIDED AT THE ACCESS ENTRANCE. � I Architect: 16 ACCESS TO LOWER ROOF ATTIC. MIN. CLR OPENING IS 30"x36" G. COMBUSTION AIR MUST BE MAINTAINED. JP H. THE CLEAR SPACE AND DISTANCE TO COMBUSTIBLE 2 I 1� TUBULAR SKY LIGHT MATERIALS AROUND THE FURNACE UNIT SHALL COMPLY 8 O LOI STUDIO 61 ARCHITECTS, Inc. 7 WITH THE MANUFACTURE'S INSTALLATION INSTRUCTIONS. I 12480 Saratoga Ave. 1® OVER FLOW DRAIN - SEE DETAIL I. A SEDIMENT TRAP SHALL BE INSTALLED ON THE GAS A8.1 LINE DOWNSTREAM OF THE APPLIANCE SHUT OFF VALVE 19 18 I Saratoga, CA 95070 1g O FLOOR DRAIN - SEE DETAIL 8 AND AS CLOSE TO THE INLET OF THE EQUIPMENT AS F (408) 892.5020 PRACTICAL. A3.2 DECK + V.2 2 SLOPES6IARCHITECT@GMAIL.COM J. APPLIANCES GENERATING A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS MAY BE o 8.0 5:12 0 ® CERAMIC TILE OR NATURAL STONE OVER CONC. BOARD OVER INSTALLED IN A GARAGE PROVIDED THE PILOTS AND FINISH FLOOR NOTE: PLYWD. SUBFLOOR BURNERS OR HEATING ELEMENTS AND SWITCHES ARE AT 1 CASE. SED ARC,y ® TILE OVER THIN SET, OVER 1" CONC. W/ WIRE MESH, OVER 151bs 18" ABOVE FLOOR LEVEL. OO T ❑T ❑E 2650 1. STONE OR CERAMIC TILE AT ALL �G��PNK /TF0 K. FURNACE SHALL BE PROPERLY ANCHORED AND 1 F FELT, OVER WATER PROOF LINER, OR OVER HOT MOPPED SHOWER BATHROOMS, KITCHEN AND 2ND FLOOR SUPPORTED TO SUSTAIN VERTICAL AND HORIZONTAL SL. 6080 DECK. PAN, OVER PLYWOOD SUB-FLOOR. LOADS WITHIN THE STRESS LIMITATIONS SPECIFIED PER 9 CMC 303.4 2. J" SOLID HARDWOOD FLOOR AT ALL NO. C29889 ® SINGLE SHOWER HEAD - 1.8GAL/MIN. @ 80PSI (CGBC o m A8.1 c� ROOM. REN. 2/28/23 4.303.1.3.1). MULTIPLE SHOWER HEADS SERVING ONE SHOWER L. PROVIDE 30" HEADROOM CLEARANCE. s Q - - - - - - - - - M. PROVIDE 25 GAUGE METAL F.A.U. DUCTING IF PASS �11 ® C4 En - COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR THROUGH FIRE WALL. 8 N o rn qTF FO�� OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE - 1 0 OF CAS_ 1.8 GPM AT 80 psi. CGBSC SECTION 4.303.1.3.1 N. PROVIDE A PAN AND A CONDENSATE DRAIN PIPE TO 8 0 5 ® EXTERIOR. DRAINPIPE OF NOT LESS THAN NOMINAL M. THE MAX. HOT WATER TEMPERATURE DISCHARGING FROM THE PIPE SIZE, DISCHARGING AT A POINT THAT IS READILY BEDRM. BATHTUB, SHOWER AND WHIRLPOOL BATHTUB FILLER SHALL BE o STRUCTURE ENGINEER: LIMITED TO 120 DEGREES FAHRENHEIT. THE WATER HEATER OBSERVED. THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL FOR CLNG. HT. _ _ /L�' ® COOLING UNITS LOCATED IN THE ATTIC SHALL HAVE AN MEETING THIS PROVISION. (CPC 414.5 & 418.0) ADDITIONAL METHOD FOR CONDENSATE OVERFLOW SHALL BE 9 -8 ® F_( - HD DESIGN & ENGINEER ® SPOUT CANNOT SPRAY DIRECTLY TO ENTRANCE AND PROVIDED IN ACCORDANCE WITH ONE OF THE FOLLOWING 31570 MISSION AVENUE BATHER MUST BE ABLE TO ADJUST VALVES PRIOR TO (INDICATE ON PLAN WHICH METHOD TO BE INSTALLED): 11 0 MORGAN HILL, CA 95037 STEPPING INTO SHOWER, 2013 CPC SECTION 408.9 (CMC 310.2) 0 L 0� N T: 408 605-8859 A. A WATER LEVEL DETECTING DEVICE THAT WILL SHUT 0)N M. ( )CEILING TO FLOOR CLOSET SPACE OFF THE EQUIPMENT OR APPLIANCE IN THE EVENT THE om CLNG. HT. BATH. 9,-0„ F: (408) 351-7463 PRIMARY DRAIN IS BLOCKED.B.AN ADDITIONAL WATERTIGHT PAN OF (S _ 0 ® WHOLE HOUSE VENTILATION PROVIDE FOR SECONDARY UNIT, REQ. CORROSION-RESISTANT MATERIAL, WITH A SEPARATE 4080 96.9CFM. PROVIDE PANASONIC WHISPER GREEN FV-11 VQC5 WHICH DRAIN LINE, INSTALLED BENEATH THE COOLING COIL, W.I.C. o PROVIDE 110CFM, OR EQUIVALENT, USE 4" SMOOTH METAL DUCT. UNIT, OR THE APPLIANCE TO CATCH THE OVERFLOW SLOPE A O 0. PROVIDE PROPER DISTANCE BETWEEN AC AND WHOLE HOUSE CONDENSATE DUE TO A CLOGGED PRIMARY CONDENSATE ® A8.1 0 VENTILATION TO PREVENT MIXING OF AIR. MAX. 1.0 SONES IS DRAIN. 5:12 N ALLOWED FOR THE NOISE LEVEL OF THE FAN. WHOLE HOUSE VENT 4 C.AN ADDITIONAL DRAIN LINE AT A LEVEL THAT IS HIGHER I 00 w SHALL HAVE INSULATED LOUVERS OR COVERS WHICH CLOSE WHEN THAN THE PRIMARY DRAIN LINE CONNECTION OF THE 4 J 0 FAN IS OFF. COVERS OR LOUVERS SHALL HAVE A MINIMUM DRAIN PAN. ---------___m__________ LEGEND: INSULATION VALUE OF R-4.2 D.AN ADDITIONAL WATERTIGHT PAN OF 7 5 CORROSION-RESISTANT MATERIALS WITH A WATER LEVEL WHOLE HOUSE VENTILATION: DETECTION DEVICE INSTALLED BENEATH THE COOLING ® ,'i 0 i No " COIL, UNIT, OR THE APPLIANCE TO CATCH THE B T T i� ,i 1 W « B s ALTERNATED 2x4 STUD C�? 16 O.C. A3.2 " - - - V.2i W/ 2x6 SILL PLATE AND TOP OVER CONDENSATE DUE TO A CLOGGED PRIMARY � , I I 6 � CFM REQ. = 0.03CFMx(1,980SF)+7.5CFMx(4+1) = 96.9CFM CONDENSATE DRAIN AND TO SHUT OFF THE EQUIPMENT. i ®i ' "" I I' ' J o PLATES. PROVIDE R-21 INSULATION �'____� i 1 0 L - J ® " I BETWEEN STUD - SEE 11 1'_3>> I -5 1/2" BATH. AC I A8.1 ® 24"x24" NON-OPERABLE SKYLIGHT, BY ACRALIGHT, ICC# ESR-2415. A3.2 �4 2 _ 3 A3.2 ® HIDDEN DOOR WITH CS CAVITY SLIDERS DOOR FRAME ------------ --- -------- � SLOPE EXTERIOR 2x6 STUD WALL W/ MIN. - --- ® 2880 � i 5:12 R-21 INSULATION. SEE STRUCTURE `V SL. 5080 14 ,'I� `�\i 2480DRAWING FOR WALL SCHEDULE - _ - -y SEE 10 rn D 1 i I A8.1 O rM _ _ N - - _ 11 N ® SL. 5080 3'-4" o I INTERIOR STUD WALL, SEE o ;� STRUCTURE DRAWING FOR WALL NO. Revision Date N V-10"I SCHEDULE. w v Drawn By: Date: o BEDRM. Ilk 2 -2 1 1 om 0TEMPERED GLASS FH 2.4.2022 3 I 3'-0" 6'-10" 16 N E❑ EGRESS DOOR OR WINDOW, OPENING cL9c.8HT. I I CLNG.' "HT. I \ I HEIGHT NOT OVER 44" ABOVE FLOOR, I g; 1'-10" 9-8 1'-10" I w L11 - 11J I 5.OSF OF OPEN AREA ON GROUND I o � cwG. HT. BEDRM. I LEVEL, 5.7SF MIN. OPEN AREA FOR 2125 Pendergast g -0„ 2 WINDOW ON SECOND FLOOR, 24" NET I� (DI CLEAR OPENING HEIGHT, 20" NET Issue: N CLEAR OPENING WIDTH. ALL EGRESS N 0 �,x � ® 8 x L11 0 - - 1 J � WINDOWS W/ TWO OR MORE LATCHES N o SL. 5050 o CLNG. HT. ,5� SHALL HAVE THE LATCHES 9 -0 A I INTERCONNECTED AND OPERABLE Date: FROM THE LOWEST LATCH. N 6 -8 0-D c0nx 2/4/2022 Ln V-10 1/2" 01 SL. 5050 0• I - - - - - - - - - - - - - - - - 41 - - - ® �� 9 I Sheet Title: N r _ � WINDOW NOTE: 5:12 I SECOND FLOOR PLAN A I I A3.2 - - - - - - - - - - 1. ALL WINDOW SHALL HAVE U FACTOR MAX 0.30 AND SHGC MAX. 0.23 Sheet No.: XXXX NUMERIC NEXT TO DOOR ON WINDOW 2'-0" 6'-8" 2'-0" OR DOOR STAND FOR FEET INCH WIDE x FEET INCH HIGH 10'-4 1/2" 10'-7 1/2" CASE 2650 CASEMENT WINDOW W/ 2 FEET 6" WIDE BY 5 FEET 0 INCH HIGH E Q A DH 3050 DOUBLE HUNG WINDOW W/ 3 FEET 0 El INCH WIDE x 5 FEET 0 INCH HIGH SECOND FLOOR PLAN SL 10080 SLIDING DOOR W/ 10 FEET 0 INCH B 0 2' 4' 6' 8' 1/411=1'-01I WIDE x 8 FEET 0 INCH HIGH 2880 DOOR W/ 2 FEET 8 INCH WIDE x 8 FEET 0 INCH HIGH . . . . . . . . . . . . . . . . . . .0 . . . . . . . . . . . . . . . . . . P_ . . . . . . . . . . . . . . . . . . .0 Community Development ment Department p Q Planning Division - Cupertino . . . �CUPERTINQ APPROVED 5 4 1 2 7 14 3 1 11 1 14 4 3 1 1 3 1 Case # R-2022-013, 12 12 . . .R . .N A 5 5 S. .T U*.'D ll.'.O.'> . . . . . . . . . . 4 Approval Body: Director/ Staff ' ' . ' ' . ' ' ' ' . . . . ' o Approval I Cate 08/11/22 PLATE PLATE HEIGHTHEIGHT HEIGHT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� Signature Gian Paolo Martire +20.00"r +2Y 0.00' . .co Case Manager o 11 _ : : : ; ._U P4 . . . F. 4U : . .. . . . . . . ... . ... . . . . . . . . , N O p x LINE OF PLANE 16'-0" HIGH I 00 FROM 1ST FINISIi FLOOR 1 0-0 2ND FINISH 2ND FINISH 10:� N Project: c� iv " 5 FLOOR FLOOR N o / ----------- ----------- N +11.00' +,,.00' 12 " Lee Residence 5 / / R 1ST FLR. 1ST FLR. 5 N z m / PLATE PLATE o I x / HEIGHT HEIGHT M New Custom Homes / / +10.00' +10.00' . m / - ---------III 1-U-1 ; -------- X 18816 Pendergast Dr. / Cupertino, CA 95014 Cn N� I Applicant/Owner: Mr. Jonathan Lee Q9 I I 18816 Pendergast Dr. 11L-------------_11L�Jii � ' I Cupertino, CA 95014 I o 000000 � ' -------------- I (408) 896-2163 I I 1ST FINISH 1ST FINISH Heartnsymphony@Gmail.com FLO 0.00' 0.00' GRADE 0 Q' 4' 6' 8' GRADE A FRONT (SOUTHEAST) ELEVATION REAR (NORTHWEST) ELEVATION Architect: 3/16"=1'-0" (13 3/16"=1'-0" STUDIO 61 ARCHITECTS, Inc. 12480 Saratoga Ave. Saratoga, CA 95070 ELEVATIONS KEY NOTE: GENERAL NOTES: (408) 892.5020 1 T T 11 4 14 6 S61 ARCHITECT@GMAIL.COM 12 0 ROOF TILE BY EAGLE ROOF, PRODUCT NAME 1. THE USE OF COPPER METAL ROOFING, COPPER 5 MALIBU, COLOR WALNUT CREEK BLEND, GRANULE CONTAINING ASPHALT SHINGLES, USED ARCjy� PRODUCT #2773, STANDARD WEIGHT. CLASS COPPER GUTTERS AND DOWNSPOUTS, AND/OR v�' pNK �. l<01 A' MIN. OTHER EXTERIOR ORNAMENTAL COPPER IS 2ND FLR. O ELDORADO STONE, CASTAWAY STACKED STRONGLY DISCOURAGED FOR ALL RESIDENTIAL PLATE STONE. BUILDING PROJECTS. THE AFOREMENTIONED N0. C29889 11111111 111 1111111111111111111 1111111L HEIGHT COPPER APPLICATIONS ARE NOT PERMITTED FOR REN. 2/28/23 + 0 STUCCO PAINTED WITH KELLY MOORE, COLOR USE ON ANY COMMERCIAL OR INDUSTRIAL #41, SNIP OF TANNIN. BUILDINGS DUE TO THE POTENTIAL FOR WATER o ® FACIA PAINTED WITH KELLY MOORE, COLOR POLLUTION FROM COPPER EXPOSED STORM TF OF I I #36, NAVAJO WHITE. WATER RUNOFF. CAS o _ _ _____ __ �__ _______ 'n___ _ LINE_OF PLANE 13 � n 'n 1ST FINSIHH FROM FLOOR 2ND FINISH �5 ROLL UP GARAGE DOOR. 2. INSTALLATION OF APPROVED 5 FLOOR © 6'-0" MAX. HIGH REDWOOD FENCE AND GATE CORROSION-REGISTANT FLASHING APPLIED +11.00' SHINGLE-FASHION IN A MANNER TO PREVENT STRUCTURE ENGINEER: N J 1SPLATRE (D APPROVED NUMBERS OR ADDRESSES SHALL ENTRY OF WATER INTO THE WALL CAVITY OR Jill HEIGHT BE PLACED ON ALL NEW AND EXISTING PENETRATION OF WATER TO THE BUILDING m +10.00' BUILDINGS IN SUCH A POSITION AS TO BE STRUCTURAL FRAMING COMPONENTS AT THE HD DESIGN & ENGINEER PLAINLY VISIBLE AND LEGIBLE FROM THE FOLLOWING LOCATIONS: (R703.8) 1570 MISSION AVENUE STREET OR ROAD FRONTING THE PROPERTY. MORGAN HILL, CA 95037 NUMBERS SHALL CONTRAST WITH THEIR A. EXTERIOR WINDOW AND DOOR OPENINGS. BACKGROUND. CFC SEC. 505 B. AT THE INTERSECTION OF CHIMNEYS OR T: (408) 605-8859 I c� I =W OTHER MASONRY CONSTRUCTION WITH FRAME F: (408) 351-7463 biin ® 200A ELECTRICAL METER OR STUCCO WALLS, W/ PROJECTION LIPS ON I c9BOTH SIDES UNDER STUCCO COPINGS. Q 90 HOUSE IN THE NEIGHBOR C. UNDER AND AT THE ENDS OF MASONRY, I }� z Q 10 NOT USED WOOD OR METAL COPINGS AND SILLS. D. CONTINUOUSLY ABOVE ALL PROJECTING WOOD o TRIM. ~ 1ST FINISH 11 14"x5.5" FLOOR JOIST VENT, COVER VENTS E. WHERE EXTERIOR PORCHES, DECKS OR FLOOR ------------------------- WITH 4 NON-CORROSIVE WIRE MESH. STAIRS ATTACH TO A WALL OR FLOOR --------------------- ---- --------------------- ------------I------------- ----------------------- -- - - 1» 0.00' TYPICAL OF 16 VENTS THROUGH OUT ENTIRE ASSEMBLY OR WOOD-FRAME CONSTRUCTION. FIRST FLOOR CRAW SPACE. F. AT WALL AND ROOF INTERSECTIONS. ADU I MAIN HOUSE GRADE 10 18"x24" GALV. GABLE VENT, COVER VENTS WITH 4" NON-CORROSIVE WIRE MESH. PAINTED TO MATCH STUCCO. RIGHT (NORTHEAST) ELEVATION 10 14"x5.5" FLOOR JOIST VENT, COVER VENTS C WITH 4" NON-CORROSIVE WIRE MESH. 3/16"=1'-0" TYPICAL OF 10 VENTS THROUGH OUT ENTIRE ADU CRAW SPACE. 14 PROVIDE FLASHING FOR WINDOW PER DETAIL 7 8.0 TYP. 1 14 11 3 8 T 1 1 3 12 5 77 2ND FLR. PLATE NO. Revision Date +2�HEIGHT Drawn By: Date: FH 2.4.2022 _ Y U W " O� LINE OF PLANE _____ ____ -1 :2File: O 16-0 HIGH FROM _____ � 0 2ND FINISH 1ST FINISH FLOOR w FLOOR 12 2125 Pendergast' +11.00' -- 5 n N 1 ST FLR. PLATE HEIGHT I +10.00' z ------ --------- N - _J D Date: (N UNDER FLOOR VENT TABULATION: ■ � NOTE: 2/4/2022 o TOTAL AREA OF MDU CRAW SPACE: = 1,158SF 1,158SF ANY CHANGES TO Sheet Title: ROOF VENT REQUIRED FREE OF NET: 150 7.72SF THE APPROVED COLORS MATERIALS, EXTERIOR ELEVATIONS -- ----------�d�-- 1. FLOOR JOIST VENT PROVIDE: = 0.53(sf./blck)x17x90% = 8.10SF 1ST FINISH AND EXTERIOR ❑ FLo -- (14" x SEE VATIONS W/ 1/4" NON-CORROSIVE WIRE MESH) FINISHES SHALL BE --- -------------- -------- ------ - REVIEWED AND Sheet No.: TOTAL: = 8.10SF > 7.81SF APPROVED BY THE GRADE CITY OF CUPERTINO TOTAL AREA OF ADU CRAW SPACE: = 624SF PLANNING DIVISION LEFT (SOUTHWEST) ELEVATION ROOF VENT REQUIRED FREE OF NET: 624SF = 4.16SF PRIOR TO D O 2' 4' 6' 8' 3/16"=1'-0'I 150 INSTALLATION/ 1. FLOOR JOIST VENT PROVIDE: = 0.53(sf./blck)x10x90% = 4.77SF APPLICATION ❑ (14" x 5.5" W/ 1/4" NON-CORROSIVE WIRE MESH) SEE ELEVATIONS TOTAL: = 4.77SF > 4.16SF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r, Community Deve D rt nt 3 3 ..... .g Y < < 4 19 1 14 1 19 1 9 qg 1 14 1 .'.'� Planning Divis on - Cupe ino 8•° a tz 1 1 2 3 3 14 16 2 3 1 1 ELEVATIONS KEY NOTE: . . :.:. . . elf 12 . . cuPearlNo APP O ED 3 / a s A8.1 - a s . .'.'. o Case# R-2022 01 \ A8.1 I� �I 'I / \ ( WINDOW SEAT WITH MIN. 24" HIGH FROM f 2ND FLR. \ 2ND FLR. / I %\ I / I 3 20 h .N FINISH FLOOR. S".T U*.'D 1'.O."A „ 3 ,�,T 3 "°'T 2 FURNACE IN ATTIC, SEE KEY NOTE &60 ON A8.1 ( A8.1 \ / A8.1 0 ® .'. .".'. ."� Approva I ody: Director/ to 9 \ \ 8 \ / PAGE A2.1 '.'.'.'o 08/11/22 A8.1 o 8 14 1 1 7 3 2 1 LINE OF PLANE W-w HIGH 9 1 LINE OF PLANE,a•-D•HIGH Approval ate g /- - BATH. --- -- ----- F�aLr,�rFlal9 - BATH ------------ FaFlrF - 3 PROVIDE SERVICE PLAT FORM W MIN. .".'.'.".'.'. . . . . . . . . . . . . . . . . . . . . . . . . . . .� / SE D M. m W.I.C. HALL CL BEDRM.m zND FlF NR 12 2 m 3 Signature GianPa F m (BEDRM. WAY 3 +,,.ar a� STAIR +asa _ " " " " " " " " " " " " " " " " ' 0 seM na r -T a D CK > 3 5PLATE �\ /� U +a PLATE \ - - 5 AIR 8 5 'z �4 / \ �«+PLATE ,\ 30 Wx30 Dx36 H IN FRONT OF MECH. <� ,STFM A8.1 ISTFM PANEL. 00 6 A8.1 )( I � c I I I +s,2+ O MAX. 7 " BETWEEN PATIO FINISH AND N - ' +,aoo 4 P:408.892.5020. F,408.871:6923 co ( ' ' ` cv SECOND FLOOR FINISH. N , PLATE PLATE �HL7GHT� �HETGHT +a11.4'T +a11.4'7 \ / ,, 0 3 0 \ / 10 \ / 3 0 � FIRE BLOCK Project: o Z © 2x8 LEDGER ALONG WALL WHERE CEILING Aou ADu o I a 18 o A8 1 o a A8.1 MEET WALL TO ACT AS FIRE BLOCK FROM Lee Residence BEDRM. FAM. IT I 1 z PWDR. o z BATH m m GARAGE o PAN. DIN. WALL TO DROP DOWN CEILING � b FAM. m PWDR. o z 1 OPEN KIT. � o �+ a' GARAGE a n 1 1 New Custom Homes A8 1 m NISH - 10 O BALUSTERS SHALL NOT ALLOW 4 " SPHERE 18816 Pendergast Dr. 'ST F'FE \NISH \ ' 2Po 'ST� TO PASS THROUGH. Cupertino, CA 95014 owyI I I \ ,,,., „ ® GYP. BD. AT ALL INTERIOR WALL \��\,\ \ \ \ \ /\/\/�/\ \ �/ �\\;/ �\`/ � \i/ \ \ \ \ \\\,�\�� n\.\.\n\�\.\ \ \ \ \ \ \�\r�\n\n\n\n\�\n\n\,, \\ GrtADE / � / / � ,r !�� , ` `�'' , , i r,... ,r r ., .,,, � �� /r��/��/; �\ �/ (\ �, \/ice/��/�/, \/r�� /ice/i;/��/�� \� �/� ( y ��y,�',� . . .� GYP. BD. AT ALL CEILING Applicant/Owner: A8.1 1 2 A8.1 A8 1 A8.1 10 �" TYPE 'X' GYP. BD. FROM SILL PATE To Mr. Jonathan Lee SECTION SECTION UNDERSIDE OF ROOF AT WALL BETWEEN 18816 Pendergast Dr. 0 4' 8' 12' 16' GARAGE AND LIVING AREA AND AT ALL Cupertino, CA 95014 CEILING BETWEEN GARAGE AND SECOND A 1/8"=1'-0" B 1/8„=1'-0" C SECTION FLOOR LIVING ROOM (408) 896-2163 1/8''T-0" 11 8" TYPE 'X' GYP. BD. AT ALL WALL AND Heartnsymphony@Gmail.com 1 14 1 1 3 1 14 2 3 1 1 CEILING FOR BATH ROOM, STORAGE, LAUNDRY OR ANY USABLE SPACE UNDER 1 1 14 1 8.0 STAIR. 3 a __ 0 WALL INSULATION - SEE FLOOR PLAN WALL A8.1 12 LEGEND P2NDLATE F,.R. \ a PLATE I Architect: HETGHT HEIaEIT 2ND 1� R-30 INS. AT ALL CRAW SPACE PLATE 14 R-38 AT ALL ATTIC STUDIO 61 ARCHITECTS, Inc. \ o 1© R-19 INSULATION UNDER ROOF SHTG. 12480 Saratoga Ave. BETWEEN RAFTER JOIST. Saratoga CA 95070 NOSH BEDRM. HALL m M. SECOND N IST FM +11 01 -_ 2 WAY BEDRM. 9 FLR. 2ND FINISH [IF PLATE ISTFLF DECK ^= 16 R-19 AT BOTTOM OF STAIR (408) 892.5020 A8.1 R-19 UNDER MECH. PLAT FORM. S61ARCHITECT@GMAIL.COM +I0. a z +n.oa , +,aar +,aotY N 'PL�ih F -� No +,a0o �2 i rx\ �1 18 POWDER ROOM UNDER STAIR SHALL HAS 2"3 � -- - A8.1 F / TYPE 'X' GYP. BD. AT ALL WALL AND ��SED AR�,y/T Gj 3 o a a o ® 3 TYPE 'X' GYP. BD. AT ALL CEILING. LIV. z ENTRY FOYER pqN, LAUN. WAY FAM. PATIO /o A8.1 19 R-30 INSULATION BETWEEN FLOOR JOIST 7S o\ BA rH ADU BEDRM.j ABOVE GARAGE OR ABOVE PATIO NO. C29889 I I �I 0.0w / \ / \ LUU REN. 2/28/23 1�NISH aY 00' Q \ E;RAOE A8.1 SIM. A8.1 SIM. A8.1 A8.1 A8.1 STRUCTURE ENGINEER: SECTION SECTION SECTION D E F HD DESIGN & ENGINEER =1'-0" 1/8"=1'-0" 1/8"=1'-0" 1570 MISSION AVENUE 1 14 1 1 MORGAN HILL, CA 95037 T: (408) 605-8859 F: (408) 351-7463 ,2 a� 2ND FLR PLATE HEIGHT +7 20.00' DECK BALCONY DECK/ MDU M . BEDRM 2ND FINISH / \ / + I DECK BALCONY +,aar 3 DRILL (4) 1.5" DIA. HOLES C WALL INSULATION - SEE FLOOR PLAN J' TYPE X GYP. BOARD AT BOTH WALL LEGEND A8.1 THROUGH LEDGERS AND WALL SIDE OF 2x6 @ 16" O.C. STUD / I SHTG. TO PROVIDE CROSS PER UL. DESIGN U305 11 VENTILATION ADU I H A8.1 DIN. KIT. I 3• PROVIDE INSULATION DRILL (4) 1.5" DIA. HOLES An I I BAFFLE AT UNDERSIDE OF THROUGH LEDGERS AND WALL / \ I PLYWOOD TO PROVIDE MIN. VENTILATOIONROVIDE CROSS - - - - / \ KNISH I I 1 CLR. CROSS VENTILATION a� \\\\\\\\\\\\\\\\\\ a A I /\\/�\/\\� A8.1 ryy W ON MW CONT. SOFFIT VENT W/ 4 10 NON-CORROSIVE WIRE MESH COVER 10 10 SECTION VENT 8 ° PROVIDE 2x6 BLOCKING TO PREVENT 8 8 ° G PROVIDE 2x6 BLOCKING INSULATION TO BLOCK VE HOL S / I NO. Revision Date TO PREVENT INSULATION CRE 2x6 LNG. VER I I Drawn By: Date: TO BLOCK VENT HOLES CONT. TYPE X GYP. BOA AT GYP. BD. VER ALL ALL CEILING PER UL. L501 AND TG. STU W/ ) I I FH 2.4.2022 R38 INSULATION BETWEEN CONT. J" PLYWOOD SUB-FLOO ON SDS2 00 CLNG. JOIST TOP SIDE OF CLNG. JOIST P UL. I I File: L501 CONT. SOFFIT VENT W/ SCREW DBE. 2x4 PLATE TO I I 2125 Pendergast NON-CORROSIVE WIRE 0 UNDERSIDE OF GYP. BD. TO/OOR MESH COVER VENT JOIST OR 2x BLOCKING AT 24 O.C. I I Issue: � W/ (2) SDS25600 WALL INSULATION - WALL INSULATION - EE F OOR SEE FLOOR PLAN WALL PLAN WALL LEGEND LEGEND I I Date: 2/4/2022 PATIO ADU ADU DU U I MDU BATH 1 BEDRM 1 LI AT 1 I I FAM . Sheet Title: l SECTIONS Sheet No.: H 1 HR FIRE RATE CEILING UNDER DECKING 1 HR FIRE RATE CEILING UNDER DECKING IQ302 J 1/8"=V-0" 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 08/11/ 2 PART 1: PROPERTY INFORMATION COMPANY&COMPANY ADDRESS PROJECT ADDRESS 1 - PROJECT INFORMATION Signature Giar� Paolo a r P rinn/ I \ ilc - I andscape Architect - A.P.N.18816 Pendergast Ave., Cupertino a Date - 5/9/22 CaseM -+ N NIE LIC./CERT.# Gregory Lewis #2176 sqT �P REFERENCE ETo TOTAL LANDSCAPE AREA NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA b Applicant - Greg Lewis - Landscape Architect E-MAIL PHONE F&FCA�� 45.3 1328 0 c Project Address - 18816 Pendergast Ave., Cupertino lewislandscape@sbcglobal.net (831 ) 359-0960 Pl:OFLSSlONALSLAL SQ.FT. 1328 SQ.FT. SQ.FT. d Total Landscape Area 1328 sf N PART 2: PROPERTY& PROPERTY OWNER INFORMATION PART 2: SAMPLE HYDROZONE TABLE e Type of project -single family residential f Potable Water - San Jose Water REGULAR LANDSCAPE AREA U Jonathan Lee heartnsymphony@gmail.com HYDROZONE PLANT IRRIGATION IRRIGATION ETAF LANDSCAPE ETAF XLAND- ETWU g Checklist of all documents in package - see this page W FACTOR(PF) METHOD EFFICIENCY{IE} (PF/IE) AREA(SQ.FT.) SCAPE AREA CD 18816 Pendergast Ave., Cupertino - 1226 378.40 h Contacts o Applicant - Jonathan Lee 1 0.25 Drip 0.81 0.3086 10 628 heartns m hon @ mail.com = P"ECTAF-V A.P.N. Y p Y g U� 18816 Pendergast Ave., Cupertino 2 0.5 Drip 0.81 0.6173 52 32.10 902 i "I agree to comply with the requirements of the water efficient landscape co co PROJECT TYPE(CHECK APPLICABLE) WATERSOURCE ordinance and submit a complete Landscape Documentation Package'' w New Potable U-) Rehabilitated Recycled TOTAL LANDSCAPE AREA TURF PLANT AREA 0'25 Drip 0.81 0.3086 50 15.4 433 Q CD o Y ❑❑ Non-Residential On-site captured rainwater 1328 SQ.FT SQ.Fr. Q Q 0, Grawater U WATER PURVEYOR NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA Q 1328 �Q.FT. sQ.FT. J U n PART 3: COMPLIANCE CHECKLIST Ln TOTALS (A) 1328 (s) 426 (Y)l 1 ,963 SPECIAL LANDSCAPE AREA Owner's Signature Date W Landscape Parameter Requirements Compliance T J � �� TURF AREA Turf shall not exceed 25%of the landscape area or 1,250 sq.ft.,whichever is lesser in area. A.A P P E N D I X B - WATER EFFICIENT LANDSCAPE W O R KS H E ET - SEE SHEET LO 0 Y no turf (No turf in non-residential area) ❑ YES 1 0 a- (D CD Turf shall not be planted on slopes more than25%. ❑ YES TOTALS (c) 0 (D) 0 (z) 0 B.APPENDIX C - LANDSCAPE (PLANTING) PLAN - SEE SHEET L1 AND IRRIGATION PLAN - W All portions of turf areas shall be wider than ten(10)feet (unless irrigated with ❑ YES SEE SHEET L2, L3, L4 (D subsurface irrigation or low volume irrigation system). PART 3:WATER BUDGET CALCULATIONS DEFINITIONS • HYDROZONE:Put in hydrozone#,letter,or planting (Y) + (z)11 963(ETWU) < 20,514 (MA descriWA) tion. e 1 2,3;A,B,C;front porch,adjacent to driveway,PLANTING AREA At least 80% (100�o for non-residential area)of non-turf area shall consist of YES - � P ( •g• � P 1 Y� GRADING PLAN - see sheet C-2 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 Average ETAF for Regular Landscapes= (B) + (A) water use plants,0.4-0.6 for moderate water use plants,and 0.7-1.0 for high water use plants. Prior to PlanningInspection, the followingdocuments must be submitted and approved Plants with similar water needs shall be grouped within hydrozones.Each YES p p p hydrozone shall be controlled by a separate valve. •32 (ETAF) < (0.55 for residential) IRRIGATION METHOD:Overhead spray or drip • 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 1 . CERTIFICATE OF COMPLETION AND INSTALLATION 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 surfaces of planting areas,except in areas of direct seeding application(e.g. -AYES ETo=evapotranspiration rate means the quantity of water new and existing Special Landscape Areas shall not exceed 1.0. 2. IRRIGATION SCHEDULE (Section 14.15.110 hydro-seeding). 32 Site-wide ETAF evaporated from adjacent soil and other surfaces and transpired shall be designed to minimize soil erosion run-off,and water waste. YES 0. plants during a specified time Grading � � � 0.62isa conversion factor that Converts acre-inches/acre/year to 3. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE (Section 14.15.120) � FORMULAS gallons/sq.ft./year. ��P`NpF IRRIGATION SYSTEM Automatic irrigation controllers are required and must use evapotranspiration or no irrigation soil moisture sensor data and utilize arain sensor. y�YES ETWU = ETo x 0.62 x (ETAF x Landscape Area) 4. LANDSCAPE AND IRRIGATION INSTALLATION REPORT (Section 14.15.130) �`' N° 2"6 ❑ 7`� Estimated Total Water Use r system Irrigation controllers shall be a type which does not lose programming data in YES 0 the event the primarypower source is interrupted. MAWA= ETo x 0.62 x [(ETAF x Landscape Area) + ((1-ETAF)x SLA)] a O202a p Maximum Applied Water Allowance 5. LANDSCAPE MAINTENANCE AGREEMENT 5 2 e�2 new f 0 Page 1 1 qTF OF CAS-�� WATER-EFFICIENT LANDSCAPE CHECKLIST Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org [is C U P S RT I N O http://cupertino.org/planning Landscape Parameter Requirements Compliance IRRIGATION SYSTEM Pressure regulators shall be installed on the irrigation system to ensure the dynamic pressure of the system is within the manufacturer's recommended 10 Q pressure range. f� Manual shut-off valves(such as a gate valve,ball valve,or butterfly valve) shall i YES o be installed as close to possible to the point of connection of the water supply. f� All irrigation emission devices must meet the requirements set in the ANSI standard,ASABE/ICC 802-2014"Landscape Irrigation Sprinkler and Emitter L Standard." All sprinkler heads installed in the landscape must document a YES distribution uniformity low quarter of 0.65 or higher using the protocol defined in ASABE/ICC 802-2014. Dedicated irrigation meters are required for non-residential projects with more ❑ YES U than 1,000 sq.ft. of landscapearea. this Is single family residential . WATER FEATURES Pool and spa covers shall be installed. ❑ Landscape Sheet A YES � t/�� ❑ pool Recirculating water systems shall be used for all water features. ❑ YES Index - > ❑ other: � no water features Water features are limited to 10% of the landscaped area. ❑ YES (D Documentation I am aware of available informational resources regarding native and low water use plants,irrigation efficiency,and other aspects of LO - Landscape water-efficient landscaping. I certify that the information provided on this checklist is correct,and the installed landscape complies Planting PIan with the requirements of Chapter 14.15 and/or the requirements of the Prescriptive Compliance Option.I also understand that any LI changes to the project will necessitate anew checklist. Landscaping has not been Installed yet. T� L2 - Irrigation Plan r is 5/9/22 o L3 Hydrozone Plan/ Z Pervious Area Diag . 00 Applicant Comments o L 4 - Landscape Details °° Use additional paper if necessary r- ❑ L5 - Landscape Specs El Staff Evaluation Staff Comments Ed Approved ❑ Date 4/12i22 Scale As Noted J Not Approved ❑ Drawn Greg • Permit # ❑ Job ❑ ion Sheet Page1 ot�z of 6 Revision Communi y Development Department Planning Division — Cupertino CUPeRTIN4 APPROVED Planting Notes Plant Legend Case # R-2022-013, 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 GALLONS RATING Approval Body: Director/ Staff 2 AT LEAST 80% OF NON-TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS FRONT YARD TREE Approval Date 08/11/22 PLANTS WITH SIMILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES. EACH HYDROZONE LI 1 24" box LOW Lagerstroemia Tuscarora Crape Myrtle Signature Gial Paolo Martire Suns L BE CONTROLLED BY A SEPARATE GROUP OF VALVES Front yard tree to be min. 6 foot high when planted Case Manager 4 AT LEAST 6 CUBIC YARDS OF COMPOST (BFI SUPER HUMUS)AND 16 POUNDS OF 12-12-12 FERTILIZER STREET TREE PER 1000 SF OF PLANTING AREA SHALL BE THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL 4'-8" 10'-0" max. QC 1 24" box LOW Quercus cambyi Sierra Oak (EXCEPT UNDER CANOPY OF EXISTING TREES TO BE SAVED) OR FOLLOW THE AMENDMENT AND 10 0 max. 8 3 Street tree to be min. 6 foot high when planted FERTILIZER RECOMMENDATIONS OF A SOIL FERTILITY TEST AND ANALYSIS FROM A SOIL LAB (HIGHLY Street tree to be planted by the city 9 l.00' 9❑ See note #17 on this sheet RECOMMENDED) _ _ _ _ 5 INSTALL 3 INCH DEEP LAYER OF TOP DRESS MULCH ON ALL EXPOSED SOIL SURFACES OF PLANTING 1 LN o LNo LN LN o LN SCREEN SHRUBS w AREAS EXCEPT IN AREAS OF DIRECT SEEDING APPLICATION OR SOD LAWN, USE VISION RECYCLING 8 LN I � LN 14 15 10' LOW Laurus nobilis Grecian Laurel = o DARK BROWN MAHOGONY COLORED WONDER MULCH OR DARK BROWN PRO CHIP BARK OR OTHER co- ®1 Screen Shrub - Min. 6 tall when planted see notes 10'- 0 max. apart, min. 15 gal. size MULCH APPROVED BY THE OWNER (PROVIDE SAMPLES) THE OWNER MAY WANT TO USE GRAVEL MULCH I i3O 5 Conc a / In Order far ahead of time so they will be available when landscaping is installed o Q M INSTEAD OF BARK MULCH. DON"T USE WHITE GRAVEL OR GRAVEL WITH LOTS OF WHITE IN IT. USE X 1 P.U.E. 13 14 L _ �I_ � w 0 - -' - - - - - - - - - - - 14 - - - - - % - - 0 M GROUND COVERS � GRAVEL WITH LOTS OF GRAY AND BROWN SUCH AS NOIYA GRAVEL. E Q / / E Q - - LB 4 1 4' - 8' LOW Lomandra Breeze o 0 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION, RUN-OFF AND WATER WASTE o } F / �N o W Q0)ADDITIONAL NOTES o Bark Bark Kid's o N 6 1 3' - 5' LOW Nandina Gulf Stream Heavenly Bamboo z7 SEE SHEETS L4 AND L5 FOR PLANTING AND IRRIGATION DETAILS AND SPECIFICATIONS p \ / Play j / Area I X PP 14 1 2 - 4 LOW Pelargonium peltatum - purple and white Ex I 8 DON'T TRENCH TOO CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT Magnoli \\ Bark 13 / Bark j _E Ivy Geranium CIVIL, OR STRUCTURAL ENGINEER I - I q T - - 1 1 � \\ !st Floor 14 14� � LN o L 6 1 4' - 8' LOW Limonium perezii Sea Statice J � . 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE ADU \ / WC 3 1 3' - 5' LOW Westringia compacta or Morning Light MOST CURRENT SET OF APPROVED PLANS AND MAKE SURE THERE ARE NO CHANGES TO THE PLANT I N \ 14 Bark/ / M CHOICES 1 5❑ \ I I / Plant quantities are for planning purposes only. Contractor to do own plant count. o co 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES, LIGHTS, AND IRRIGATION I 10 \\ Flo / o IF Ask owners if they want to upsize any plants � COMPONENTS. SCREEN VALVES AND UTILITIES WITH PLANTS. DON'T PUT PLANTS TOO CLOSE TO I ��1 19 / LN 9 1 You should order screening shrubs and front yard tree up to a year in advance to ❑I / PAVING OR BUILDINGS PRIVACY SCREENING NOTES 0 7 t 0 make sure they are available at the required height and size when you need them 11 THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED . IF TREE, MINIMUM HEIGHT OF 8FT I 11 LN ,' _ ® 2nd Floor g I 8 ---� MUST BE PROVIDED AT TIME OF PLANTING. IF SHRUB, MINIMUM HEIGHT OF 6FT SHALL BE REQUIRED AT TIME OF PLANTING. Ex �0% 90° a — 8 1 Mag olia 1 0 �� ' 01 12 PRIVACY PLANTING: THE FINAL PRIVACY-PLANTING PLAN SHALL BE REVIEWED AND APPROVED BY I 14 I o THE PLANNING DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS. THE VARIETY, SIZE, PLANTING n, 0 may 1 Landscape Site Legend DISTANCE SHALL BE CONSISTENT WITH THE CITY'S REQUIREMENTS. 1 Conc 5❑ N 1 8 . a I 13 PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL RECORD A COVENANT ON THIS o I o _ 10 I I ❑1 Driveway - Stamped, colored, concrete probably similar to next l PROPERTY TO INFORM FUTURE PROPERTY OWNERS OF THE PRIVACY PROTECTION MEASURES AND .st Floor 1 door to the north - pattern and color to be determined later by I N ri ,�, Ist Floor 1 TREE PROTECTION REQUIREMENTS CONSISTENT WITH THE R-1 ORDINANCE, FOR ALL WINDOWS WITH $ 1 3 I owner VIEWS INTO NEIGHBORING YARDS AND A SILL HEIGHT THAT IS 5 FT OR LESS FROM THE SECOND STORY � N on N ' I �pND cA FINISHED FLOOR. THE PRECISE LANGUAGE WILL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF z 1 5 3 No. 2176 1 �`' x 1 1 110 on 1 0 Front walkway - Stamped, colored, concrete probably similar to COMMUNITY DEVELOPMENT. PROOF OF THE RECORDATION MUST BE SUBMITTED TO THE COMMUNITY Mag olia \ , 2nd Floor I I rn next door to the north - pattern and color to be determined 4/30/2024 DEVELOPMENT DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE RESIDENCE. �' °' ae N i later by owner �q 5 �a 22 14 PRIOR TO BUILDING FINAL, A COVENANT WILL BE RECORDED WITH THE COUNTY TO PROTECT THE I I 1 A TF p� CAS-�� PRIVACY TREES AND NEW FRONT YARD TREE Front porch - Non-slip tile laid on concrete - pattern and color to be 15 CONTRACTOR SHALL REFER TO CIVIL SHEETS FOR SITE GRADING AND DRAINAGE INSTALLATION 1 N �V: I 1 selected by owner 16 ALL IMPROVEMENTS ARE TO BE LOCATED WITHIN THE PROJECT PARCEL PROPERTY LINES. IF YOU 1 1 1 ' 10 AREN'T SURE WHERE THE PROPERTY LINES ARE YOU SHOULD HAVE A LICENSED SURVEYOR MARK THEM I 6 LI - Front Yard Tree 5 I I Paving in ROW requires special permit from city 1 min. 24" box, 6' high FOR YOU !st Floor 3' Garage when planted „� 1 5❑ Side walkways - Concrete - pattern and color to be 17 STREET TREE IS TO BE INSTALLED BY THE CITY. UPON PROJECT COMPLETION, THE PROPERTY j PP -on ' I determined later - probably broom finish, natural color ONWER SHALL PREPARE AN ADEQUATE PLANTING AREA AND CONTACT THE CITY AT (408) 777-3269 TO I PP El I Q ARRANGE FOR THE TREE INSTALLATION td I © New 6 foot x 3 foot wide solid wood gate u PPS 2 ' o ar et I M 6orc - , L - - - PP 20 L P PP P L ' C�' Hollywood 0 Rear patios - Tile laid on concrete or Stamped, colored, concrete .� PP 10 2 101 Juniper probably similar to next door to the north - pattern and color to be TREE PROTECTION DURING CONSTRUCTION. Ju pe p Y PP 1 > r 1 See Tree Protection determined later by owner - pattern and color to be determined PROTECTED TREES DESIGNATED FOR PRESERVATION SHALL BE PROTECTED DURING PP riv a ss W I Notes later by owner DEVELOPMENT OF A PROPERTY BY COMPLIANCE WITH THE FOLLOWING, WHICH MAY ' m' . 2 0' N�, WC PP ��o,, u BE MODIFIED BY THE PLANNING DIRECTOR: N Privacy protection angles from 2nd story windows that determine A. PROTECTIVE FENCING SHALL BE INSTALLED NO CLOSER TO THE TRUNK THAN PP `" LB LB LB LB where landscape screening is required THE DRIPLINE, AND FAR ENOUGH FROM THE TRUNK TO PROTECT THE INTEGRITY PP • Q OF THE TREE. THE FENCE SHALL BE A MINIMUM OF FOUR FEET IN HEIGHT AND PP 0 ❑9 New 6 foot solid wood plus 1 foot high lattice fence SHALL BE SET SECURELY IN PLACE. THE FENCE SHALL BE OF A STURDY BUT sl.00' P.L. - - - - L OPEN MATERIAL (I.E., CHAINLINK), TO ALLOW VISIBILITY TO THE TRUNK FOR L L L 10 Min. 2 foot wide planter for drainage swale along side property INSPECTIONS AND SAFETY. THERE SHALL BE NO STORAGE OF ANY KIND WITHIN g g y 4 lines 4D THE PROTECTIVE FENCING. Ex. Sidewalk/Rolled Curb B. THE EXISTING GRADE LEVEL AROUND A TREE SHALL NORMALLY BE 11 Ex. Fence in good condition. Repair as required MAINTAINED OUT TO THE DRIPLINE OF THE TREE. ALTERNATE GRADE LEVELS MAY QC BE APPROVED BY THE PLANNING DIRECTOR. Street Tree 12 Pervious path - probably 4 inch deep gravel with steel landscape `o C. DRAIN WELLS SHALL BE INSTALLED WHENEVER IMPERVIOUS SURFACES WILL PEN DERGAST AVE. min. 24" box ,6' high edging and weed cloth underneath or bark z pp when planted by the city 00 BE PLACED OVER THE ROOT SYSTEM OF A TREE (THE ROOT SYSTEM GENERALLY EXTENDS TO THE OUTERMOST EDGES OF THE BRANCHES). 13 Raised planters - 2x6 or 2x12 rough redwood with 44 redwood D. TREES THAT HAVE BEEN DAMAGED BY CONSTRUCTION SHALL BE REPAIRED posts, gopher wire, and amended planters soil suitable for IN ACCORDANCE WITH ACCEPTED ARBORICULTURE METHODS. THERE IS 1 328 sf of PROPOSED PLANTING AND IRRIGATION vegetables E. NO SIGNS, WIRES, OR ANY OTHER OBJECT SHALL BE ATTACHED TO THE If you install weed fabric install drip irrigation on top of it. 14 Path between raised planters - bark or gravel with weed cloth TREE. F. PLEASE SEE ADDITIONAL TREE PROTECTION 11.08 OF MUNICIPAL CODE IF NEC Landscape S *Ite Date 5/9/22 G. THE ONLY TREE TO BE PROTECTED IS THE 12" HOLLYWOOD JUNIPER THAT IS 1 /8 „_ 1 _ „ "I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for As Noted I 0 the efficient use of water in the landscape design Ian" Drape LOCATED ON THE NEIGHBORS PROPERTY. THIS TREE HAS HAD SOME SEVERE �r his p g p Drawn Greg PRUNING IN THE PAST. PROTECT IT BY PLACING 6 INCHES OF COARSE BARK AND Plant*ing STEEL PLATES OR HEAVY DUTY PLYWOOD SHEETS OVER THE TOP OF IT'S ROOT 0' 81 16' Gregory Lewis - Landscape Architect Lic. #2176 5/9/22 Job Sheet ZONE SO THAT THE HOUSE CAN BE BUILT BUT THE SOIL OVER THE TOP OF THE ROOT ZONE WILL NOT BE COMPACTED L I of 5 Revision Communi y Development Department Planning Division — Cupertino CUPeRTINO APPROVED Case # R-2022-013, Approval Body: Director/ Staff Approval Date 08/11/22 Signature Gial Paolo Martire Case Manager N Irrigation Notes _ _ _ _ _ _ _ _ _ _ 5100' P.L. Irrigation Legend U WATER EFFICIENT LANDSCAPE CHECKLIST - IRRIGATION F KEY MANUF. MANUF. # DESCRIPTION � CD— C? 1 THE AUTOMATIC IRRIGATION CONTROLLER USES EVAPOTRANSPIRATION DATA I �� 3' Rl Hunter HCC-800 PL 8 station WiFi controller U FROM THE INTERNET AND USES HYDRAWISE SOFTWARE I I Conc i I exterior wall mount with multiple Q _10' P.U.E._ _ _ _ _ _ _ _ _ _ _ programing, cycle start, and calender program w - - - - - - - - - - - �, 2 THE IRRIGATION CONTROLLER DOES NOT LOSE PROGRAMMING DATA IN THE I Controller will not water during rain event Q EVENT THE PRIMARY POWER SOURCE IS INTERRUPTED I 13' I I Controller uses Hydrawise software and requires internet U o 0 on �' - Bar Bark Kid' I L4 Hunter PGV-ASV 075 3/4" antisiphon valve with 3/4" Amiad Filter, Senniger PR30 0 0 s 3 PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO I pressure regulator, and adaptor to drip tubing z Ni ENSURE THE DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S I Play I I A J C Area Q Q RECOMMENDED PRESSURE RANGE Ex �� I i 3/4" manual brass ball valves L4 Magnolia I Bark Bark co 4 MANUAL SHUT-OFF VALVES ARE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT _ _ I I !st Floor I 3/4" B Nonpressure line Sch 40 PVC 3/4 unless noted for larger OF CONNECTION OF THE WATER SUPPLY 1 ADU I 4 ' 1„ - Bark i I size - 12" of cover O 5 ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI I I I _ _ - Pressure line - Sch 40 PVC : 1" unless noted for w co STANDARD, ASABE/ICC 802-2014 "LANDSCAPE IRRIGATION SPRINKLER AND I I smaller size - 18" of cover W EMITTER STANDARD". ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST I I Ist Floor DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER I I Patio i PL LINES UNDER PAVING - 24" deep with sand backfill CD USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 I I 3/4" Sch 40 PVC pressure line in 1-1/4 " sleeve 2nd Floor Deck I I I —..WI 6 IRRIGATION SUBMETERS ARE REQUIRED FOR RESIDENTIAL PROJECTS WITH MORE Ex I I I 1 1-1/4 gray elec PVC sleeve NP THAN 5000 SQ.FT. OF LANDSCAPE AREA - THEY ARE NOT REQUIRED ON THIS Mag olia I HYD 1 -" 3/4" Sch 40 PVC nonpressure line in 1-1/4 " sleeve PROJECT WITH LESS THAN 5000 SQ.FT. I I I l0 1 2 35 I � — I 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. ° ' Conc I 10.6 drip F E o I I L4 L4 3/4" PE drip tubing with compression fittings - see drip notes o I HYD 2 8 SEE SHEET L4 AND L5 FOR DETAILS AND SPECIFICATIONS I o ti !st Floor I F E Tree Drip Irrig. 3/4" PE drip tubing with compression fittings 3 35 L4 L4� I i 2. 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 5 GPM AT MINIMUM 45 $ 1 I I Son !st Floor I 0drip See Drip Irrig. Notes �pND cq P.S.I. AT THE POINT OF CONNECTION. IF THIS CONDITION IS NOT MET CONTACT o THE LANDSCAPE ARCHITECT FOR POSSIBLE REDESIGN. (YOU CAN ADD SOME z I I 3 I I �`' No. 2176 y� VALVES TO REDUCE THE FLOW THRU THE VALVES WITH MORE FLOW). THERE IS 55 Ma of a \ I ' �2ndloor on I I rn (�►' Leis g Verif I — 4/3'/6 STATIC PSI IN THIS AREA. IF PRESSURE EXCEEDS 75 PSI AT POINT OF CONNECTION y o ae INSTALL A WILKINS 600 3/4" PRESSURE REGULATOR I controller i �T 5 �a 22 location , I I IF WEED FABRIC IS INSTALLED. DO NOT gT�pFCA�-�� 10 THE ROUTING OF SPRINKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT 1 I with owner I 1 0 I C Point of connection I -� PUT DRIP IRRIGATION UNDER IT VALVES T00 CLOSE TO TREES. STAY 8' TO 10' AWAY IF POSSIBLE. DO NOT PUT I Install brass ball valve �v'i � M PRESSURE LINES UNDER TREES. INSTALL LINE IN PLANTING AREAS INSTEAD OF I I Valve ID A„ UNDER PAVING WHENEVER POSSIBLE. I I Min. required dynamic psi at valve _4YD 3 11 POINT OF CONNECTION WILL TYPICALLY BE JUST BEFORE WATER ENTERS HOUSE. I I 1 35 HYD 1 Hydrozone I 1 4 3 0. drip !st Floor _ 11.8 drip INSTALL 3/4 TEE AND A BALL VALVE AND RUN 1 SCH 40 PVC TO VALVE 1 PM flow LOCATIONS. KEEP ANTISIPHON VALVES IN INCONSPICUOUS PLACES, INSTALLED I I ' Gar � I I HYD 1 Drip Irrigation Notes 6" TO 12" ABOVE HIGHEST SPRINKLER OR DRIP EMITTER ON THE CIRCUIT. KEEP 5 35 1 ) SECURE LARGER 3/4" DRIP TUBING 1" BELOW GRADE WITH 7" OR 11'' VALVES OUT OF PATHS. Q 10.6 drip U-SHAPED STAKES 3 FEET ON CENTER OR CLOSER SO THAT THE TUBING CAN BE U 12 MAKE PROVISIONS TO ADD TWO EXTRA CONTROL WIRES TO THE TWO VALVE 20' front yard setback line L - - - FOUND EASILY BUT DOES NOT SHOW IF THE MULCH GETS BRUSHED AWAY. O GROUP LOCATIONS SO THAT EXTRA VALVES CAN BE ADDED IF THERE ISN'T �� ' CO COVER TUBING WITH SOIL AND MULCH AND INSTALL MANUAL FLUSH VALVES ENOUGH WATER VOLUME AVAILABLE AT THE NECESSARY PRESSURE 12" Hollywood .� I � 3, I Y AT ENDS OF TUBING AND MARK THEM SO THEY CAN BE FOUND EASILY. 13 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HAVE ti Gravel or B k Juniper 2) RUN LARGE TUBING OVER AND NEXT TOROOTBALL OF PLANTS TO U 1 / A LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE I 8- SS— SS— SS— SS I MINIMIZE LENGTH OF SMALLER 1 /4'' TUBING. SECURE EMITTERS ON 3/4" TUBING Q Driveway AT PLANT ROOT BALLS. WHEN NECESSARY RUN SHORT LENGTHS OF 1/4" CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF � min. 20'x20' ti INSTALLATION. THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN ti TUBING FROM EMITTERS TO PLANT ROOT BALLS. INSTALL STAKES ON 1/4" U IRRIGATION SCHEDULE FOR NEW PLANTINGS AND MATURE PLANTINGS AND A I£ I I TUBING AT 12'' ON CENTER AND COVER TUBING WITH 1" OF SOIL PLUS MULCH. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. y I 3) AS THE PLANT AND PLANT ROOTBALL INCREASE IN SIZE, THE LOCATIONS OF READ A COPY OF THE CUPERTINO WELO COMPLIANCE CERTIFICATE AND WATER THE EMITTERS MAY NEED TO BE ADJUSTED SO THEY ARE EVENLY SPACED OVER ' C� > EFFICIENT LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT E THE ROOTBALL. sl.00� P.L. - - - - - - - - - - - - 4) INSTALL PRESSURE COMPENSATING EMITTERS (WITH MINIMAL DIFFERENCE IN FLOW BETWEEN 10 PSI AND 40 PSI) AT EACH PLANT ON ROOT BALL (NOT RIGHT AT STEM). USE AGRIFIM PC PLUS (PRESSURE COMPENSATING EMITTERS). USE THE ONES THAT 1/4 TUBING CAN BE CONNECTED TO. OTHER EMITTERS MAY 4D Ex. Sidewalk/Rolled Curb HAVE A HIGHER DISCHARGE RATE AT STARTUP REQUIRING LARGER PIPE SIZES. EMITTER SCHEDULE: 0 TWO 1 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) L,PP O PENDERGAST AVE. THREE 1 GPH EMITTERS AT MEDIUM SHRUBS WC,N,LB 00 FOUR 1 GPH EMITTERS AT LARGE SHRUBS LN 00 WITH SHRUBS THAT HAVE MULTIPLE EMITTERS, PUT SOME 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 AN ADDITIONAL fifteen 1 GPH EMITTERS AT 2 FOOT GRID UNDER FUTURE 1 /Q -_ 1 _O�� CANOPY - I U I FOR RAISED BEDS INSTALL 1 GPH EMITTERS 6 INCHES APART WITH DRIP LINES Irrigat*ion PARALLEL AND APPROX. 12 INCHES APART DEPENDING ON LAYOUT OF PLANTS Date 5/9/22 0' 81 16I Scale As Noted Drawn Greg Job Sheet L2 of 5 Revision Communi y Development Department Planning Division - Cupertino CUPeRTINO APPROVED Case # R-2022-013, Approval Body: Director/ Staff Approval Date 08/11/22 Signature Gial Paolo Martire Case Manager HYD 1 N 451 sf � 51.00' P.L. U w o co 2 0 \� Conc — M HYD IMPERVIOUS PAVING IN 26sf w sf � Q 20' FRONT YARD SETBACK San Hydrozone Summary CO Q Bark Bar Kid's z Play HYDROZONE - DESCRIPTION - SQ.FT. OF TOTAL J U 1020 sf total fysb area Ex HYD 2 Area VALVES 50% of 1020 = 510 sf max impervious allowed Magnoli 26 sf Bark Bark !st Floor HYD 1 - 125 DRIP, LOW WATER SHRUBS - 1226 92% J � . ADU 3:Driveway = 440 sf Front path = 40 sf I Bark HYD 2 - 5 DRIP, MED WATER RAISED PLANTER - 52 4% O co rl- Front porch/step = 20 sf I — — — HYD 3- 4 DRIP, LOW WATER TREE - 50 4% � HYD 1 I PatFo or I �� CD Tota I = 500 sf 138 sf I _ _ I TOTALS 1328 100% 500 sf/1 020 = 49% OK 2nd Floor Deck Areas are measured using Autocad Software Ex I I Areas are calculated using Autocad software I Mag olia I o I o I - ° Conc o I ° ti o !st Floor I I 3, !st Floor I -on i �pND CgpF z I 3' HYD 1 1 5 No. 2176y� x �2ndloor on 74 sf I z (�►' Leis Mag olia I I 4/30/2024 5 P ewa 22 OF CA�-� I to v rni I I !st Floor 3' Garage on - n /\ � HYD 1 � I Q lu st 53 sf — U 20' front yard setback line Afysb,, — - --= 0 40 sf 3 fvqh Gravel or Bark � 4� �— SS— SS— SS SS L— HYD 1 Driveway L L 87 sf min. 20'x20' ti L_L_ U ti HYD 1 440 sf fysb 497 sf 4� > Q 51.00' P.L. L—L— 0 Ex. Sidewalk/Rolled Curb �O PENDERGAST AVE. z 00 00 Hydrozone Plan 1 /8 1 0 Date 5/9/22 , Scale As Noted impervious d 'i6agram O, 8, 16 Drawn Greg Job Sheet L3 of 5 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-2022-013, Gate valve or water meter Mark lid with "Drip Flush Valve" ArborTie nailed to stake �KW&)W,W,rQW ( /some size as pressure line Flush Valve Approva I Body: irector/ Staff2"dia.Lodge Pole or equivalent-18" Approva I Date 08/11/22 PVC Male Adapter in solid ground placed outside rootball I I Mlpt x Slip III and plumb Signature Gid Paolo Martire 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 w 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 Tablets21 gram , 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 —IIII - _ -IIII z 12" cover J 18" 12" Main - pressure line - 18" cover 3/4 Drip Tubing next — U) U) = : : to rootball of each plant 1) 8-12 hours before installation,water all plants while still in containers sufficiently to _ OF direct burial wire 24 V - tape thoroughly wet root balls 2. and bundle wire every 10 feet Emitters 2) Dig hole at least 2"less deep than the container and 3 times wider than the J IIII _ _. f IIII 2 emitter diameter of the container the plants were delivered in. >_ co Use 6" deep sand bedding and 6" plant 3) Gouge holes in the side of the plant pit-2 holes persq.ft.of wall surface 0 M I I deep sand backfill in rocky soils short 1/4 tubing 4) Remove rootball carefully from container with support from below. Sever any circling 0 ti 4 emitter roots (3/16"dia.or greater)with sharp knife. Do not pull roots apart. The severing of large W Snake lines in all trenches • plant roots will encourage new roots at the cuts. Install enough backfill under root ball so top of rootball ends up 2"above grade of surrounding soil when it settles. Install some of fertilizer (� Vehicle paving packets under root ball. 1 emitter 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 plant handle or feet being careful not to disturb root ball 24" IIII under vehicle paving with 6" 1� p g When plants are installed on a 6) Put Agriform Plant Tablet fertilizer at this level adjacent to rootball and at bottom of hole compacted sand bedding and slope locate most of emitters (5 tablets per 15 gal.or5 tablets per 1 inch of caliperwidth. Fill the remainderof the hole _________ compacted sand backfill on the up slope side of the plant 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 :::M.= : this 3 times or more until root ball and backfill is wet 6" between lines FOLLOW DRIP IRRIG. NOTES 8) Install stakes such that the stakes and the tree ties won't damage the tree and the Drip Emitter Placement at Shrubs/ stakes won't lean toward each other. Cut off tops of stakes if necessary to lower below IIII IIII F branches that could be rubbed by stakes. Install stakes so they are straight up and don't No Scale Ground Covers lean in to each other Trenches/Lines B Tree Planting No Scale No Scale 0 �ANpF 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 Real without auto. control as noted on plans Temporary 5 2 4"high berm for water basin at edge of root ball q Water roof connectors such as DB 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 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. Q 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 v To sprinklers Sch 40 PVC pressure line and OF direct 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. Q 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. 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. 6) Fill the remainder of the hole with backfill and pack it but do not tamp rootball. Q with Filter and Regulator for Drip 7) Make the water basin. U No Scale 8) Water shrub thoroughly within 1 hour of planting by filling the basin and allowing the water to percolate in,doing this 3 times or more until root ball and backfill is wet 9) Install mulch Shrub Planting > Install as per local code and manuf, instructions - Secure Q controller to wall with suitable anchors as approved by No Scale inspector Controller - see legend on irrig. plan Weather proof 120 V junction box 4) Electrical conduit and wire from source of power Electrical conduit for 24 volt conductors Paint exterior conduit to match building wall. Minimize appearance of conduit visible on wall. 1-0 Sweep ells 00 OF direct burial wires 00 This controller will be installed outside Wall Mount Controller D No Scale Date 5/9/22 Scale As Noted Drawn Greg Job Details Sheet L 4of 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. . CUPeRTINO 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-2022-013 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 Approval Date 08/11/22 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 Giar� Paolo Martire 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 Ur 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. i, � 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 5 22 r J'T ;a Q. Organic matter to be less than 1" did. Do not use mushroom compost. 3.3 INSTALLATION OF PIPE 3.6 WEED CONTROL F` �O 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 U spraying, insect, pest, fungus, and rodent control, and any other operations to LANDSCAPE IRRIGATION installation. Plants shall be nursery grown and of size indicated on Drawings. supplier, and contains a wetting agent. Also see note on planting plan E. Thread male PVC connections into metal female connections rather than the All plants not conforming to those requirements will be considered defective, assure good normal growth. opposite. 2.5 ORGANIC MULCH 2. Fertilizing: In addition to fertilizing of trees, shrubs and ground covers, O 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 expense. 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 D 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 pipe in the trenches so that there will be a small amount of excess length in the intervals. U 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 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 same 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 ��IIl�• 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 � tV 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. 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 of system 2 Depth of lines prior to backfilling 3 Coverage adjustment of all bibs. Install valves, sprinkler heads, controllers, backflow preventors, hose damaged. Replacements shall be made to the Specifications as required for y ( ) P P g ( ) g J bibs, and other equipment as per the Irrigation Plan and details. personnel. Soil samples are to be tested for: 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 �Q 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. Architect. 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 Community Development Department Planning Division - Cupertino CUPERTINQ APPROVED Case # R-2022-013, SURVEYOR'S STATEMENT Approval B ody: Director/ Staff THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME Approval E ate 08/11/22 OR UNDER MY DIRECTION IN CONFORMANCE WITH THE Signature REQUIREMENTS OF THE LAND SURVEYORS ACT. THE Case Manager BOUNDARY LINES SHOWN ON BASED ON A BOUNDARY SURVEY DONE BY WILSON LAND SURVEYS INC. IE� ° a1 AMENDED 8-10-22 KENNETH D. WILSON LS 5571 DATE > x X x o BENCHMARK � � I ROLLED CURB "' x x ELEVATIONS FOR THIS SURVEY ARE BASED ON ASSUMED ELEVATION OF 503.94` GENERAL NOTES 1. TREE SIZES AND TYPES ARE APPROXIMATE AND #2002 SHOULD BE VERIFIED BY A CERTIFIED ARBORIST. FOUND 1" IRON PIPE 00 2. FINISH FLOOR ELEVATIONS ARE TAKEN AT DOOR OPEN IN MONUMENT BOX PER R-1 AT 5X5 OFFSET i ® FOUND 1" IRON PIPE OPEN IN THRESHOLDS. ° MONUMENT BOX PER R-1 AT 3. BUILDING CORNERS WERE LOCATED AT FINISH PENDERGAST AVE TO CENTERLINE ��o�. INTERSECTION 5' OFFSET TO CENTER OF CUL LOCATIONS (STUCCO, BLOCK OR WOOD AS IT EXISTS IN o°� ---- DE SAC THE FIELD). - R- - I o�. BASIS OF BEARINGS I UNDERGROUND UTILITY NOTE I N87°39'53"W 42 M 24 AND MEASURED I w N87°40'09"W 83.69E - - - - � /— I � I I- I o UNDERGROUND UTILITY LINES, IF SHOWN, DEPICT OUR o ESTIMATION OF WHERE THE ACTUAL LINES MAY BE LOCATED. THE LINES WERE DETERMINED BY CONNECTING !� VISIBLE UTILITY APPURTENANCES AND ALSO BY USING ROLLED CURB I co EVIDENCE OF I,.n PAINTED MARKINGS PLACED BY OTHERS. THE UNDERGROUND - ELECTRICAL LINE 10, UTILITIES MAY OR MAY NOT BE AS DEPICTED ON THIS SURVEY. NO LIABILITY IS ACCEPTED FOR ANY ° i z DISCREPANCIES, OMISSIONS OR ERRORS WITH REGARD TO ° ti° � oo SAID UNDERGROUND UTILITY DEPICTIONS ON THIS SURVEY. °ti _ _ x IF NO INDICATION OF SEWER LINES ARE SHOWN THEN °� �� ° THERE WERE NO VISIBLE MARKINGS OR INDICATIONS OF ANY SEWER APPURTENANCES ON THE SITE. OTHER RECORDS ® I MAY EXIST THAT PROVIDE EVIDENCE OF SEWER LATERAL N87°40'09"W 0 LOCATIONS. i ^�� 51.02, o0 SETBACK LINES NOTE X LEGEND x BUILDING SETBACK LINES WERE NOT SHOWN ON THIS MAP o (EVEN IF THEY ARE SHOWN ON THE ORIGINAL TRACT MAP). 12" TREE x • FOUND AS NOTED � JP JOINT POLE THE DESIGNER SHOULD CHECK WITH THE APPROPRIATE oP O SET AS NOTED 0 PP POWER POLE AUTHORITY TO DETERMINE BUILDING SETBACK LINES. N o� ° PROPERTY LINE 0 UP UTILITY POLE �o I ---- EASEMENT LINE 0 TP TELEPHONE POLE EASEMENT NOTE x -ss- UG SEWER LINE BOLLARD X -w- UG WATER LINE ® VALVE EASEMENTS SHOWN ARE BASED ON A TITLE REPORT _ UG GAS PREPARED BY CHICAGO TITLE INSURANCE COMPANY -PH- UG PHONE NLINE SIGN E HCP SYMBOL DATED AUGUST 6, 2008. GARAGE E - UG ELEC LINE 1111110% TRAFFIC ARROWS oo —OH— OVERHEAD LINE x t° E❑ UTILITY BOX ® SANITARY SEWER MANHOLE - h° - I COM PH TRFC IRR sD STORM DRAIN MANHOLE � . ° o SHED W/O FOUNDATION TRAFFIC SIGNAL © COMMUNICATION MANHOLE x / ;/ i. I ;O; LAMP POST PERC TEST BUILDING OVERHANG —,—,---WOOD FENCE co, FIRE HYDRANT f FINISHED FLOOR: o �� CHAIN LINK FENCE ® SEWER CLEANOUT 506.45E I I a GUYWIRE SURVEY CONTROL POINT 4.95E LOT 143 Me MAILBOX EM ELEC METER TRACT 1088 I CONCRETE GM GAS METER 375-33-050 i' --T--TBUILDING Fw m_1 WATER METER t i FINISHED FLOOR: a� I BRICKS ®LIGHT POLE AND LIGHT 506.54E 00 PAVERS WALL s.15' Gq r LOT 145 DOMES ® DROP INLET LOT 144 w TRACT 1088 I DECK O MONITORING WELL AREA: 0.12 ACREScc 5352 SO FT �' 375-33-052 GROOVED CONCRETE ® STEM = o z ABBREVIATIONS BUILDING OVERHANG ` FINISHED FLOOR: 5.12' I LO LIVE OAK j �— POST N 506.51E WO WHITE OAK EUC EUCALYPTUS RW REDWOOD RESIDENCE PUE PUBLIC UTILITY EASEMENT ° CE CLEARANCE EASEMENT %< 17.42' - y E3,. Email: kenw@wilsonlandsurveys.com - oh . I www.wilsonlandsurveys.com X - O o w N > Flo #2002 °- � = WIL 0 o ILL) x °h 04 � N � o o I N '� 11 �t N y 00 W In GRAPHIC SCALE SHED W/0 17 FOUNDATION °� 00 OH CH off off 0 5 10 20 261 CARLTON CT.Lu S LOS GATOS, CA 95032 N87°40 09 W 51.02 I 408-427-2279 w o�� -------- ------------------------------------ ------- I i i chFE 10 ft. BOUNDARY AND TOPOGRAPHIC SURVEY AS REQUESTED BY: JON ATH AN LEE This map was prepared as an instrument of service for the LOT 156 preparation of plans and LEGAL DESCRIPTION: LOT 144 TRACT 1088 CITY OF CUPERTINO, I specifications for construction on the TRACT 1088 LOT 155 LOT 154 site shown on the map. The LAND COUNTY OF SANTA CLARA, CA 375-33-055 TRACT 1088 p v information shown hereon shall not �lGQ TRACT 1088 pOUG�q L e use in whole e or in part or an 375-33-054 375-33-053 I ofhWilsonJLndlSuorveysritten authority �� S` �� Copyright 2022 Kenneth D. Wilson, _ Wilson Land Surveys Inc. All rights W O APN: 375-33-051 reserved. Copies of this drawing shall Y 8-10-2022 z I have this notice. Any drawing using NO. 5571 the information on this map shall DATE: 4/11/22 AMENDED 8-10-22 contain the following: "Topographic � — Survey by Wilson Land Surveys, Los CUPERTINO Gatos, CA" `j9 �Q SITE ADDRESS: 18816 PENDERGAST AVE, , CA 95014 T � CF CALIF DRAWN BY: SCALE JOB NUMBER PROJECT I SHEET IMD I 1"=10` IN-059 C-079 1 OF 1