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R-2020-014, RM-2020-009 Stamped Plans Community Development Department Planning Division — Cupertino 'CUPERT1No APPROVED Case # -2020-014, A ��SED A R Cy7T, Approva I Body: Director/Staff \c `o,,c, ss E. Approva I Date 1 /28/20 T H E S E S H A D R I H A N R E S I D E N C E v 1q-0 //11 Signature Erika I oveda C-28651 Case Manager 1 0 4 8 1 J 0 H N S 0 N A V E N U E C UP E R T IN 0 C A 9 5 0 1 4 �-q�F R4'k 10,Vi OF CALFO� ISSUE DATE FA PLANS V1 09819 PAINTED METAL TRIM SMOOTH INTEGRAL STAINED/PAINTED FIBERGLASS WINDOWS STAINED CEDAR EAVES HOT ROLLED STEEL WOOD ENTRY DOOR FA PLANS V2 091319 AND FASCIA COLOR STUCCO WOOD SIDING MARVIN INTEGRITY ACCENT PANELS SIMPSON DOORS FAPLANG 100719 FA DRAWWSINGS V1 00719 (NATURAL) (DARK BRONZE COLOR) FA DRAWINGS V2 020420 50% DESIGN SET V1 021420 50% DESIGN SET V2 022620 — -_ 50% DESIGN SET V3 041320 PLANNING SUBMITTAL V1 052620 - - PLANNING SUBMITTAL REV1 080620 m ARCHITECT - O � U U x 0 X zU it O O Cl)W � 5 I-- W Lo Z O ww Loci Y w Q t .x4e Q Z r. 4 Y- .4 MODULAR FABRICATOR r - Y•r �Jwf �,� � I ' V _ APPROVAL STAMP 4�f h. }t THE SESHADRI HAN RESIDENCE -- — 10481 JOHNSON AVENUE _ CUPERTINO, CA 95014 APN: 375-17-047 COVER AND MATERIALS l ... THESE PLANS ARE CONSIDERED PRELIMINARY AND NOT FOR CONSTRUCTION UNLESS THEY BEAR THE ARCHITECT'S SEAL AND DIGITAL SIGNATURE.TLD EXPRESSLY RESERVES COON LAW COPYRIGHTAND OTHER PROPRIETARY RIGHTS --- ,� TO ALL DESIGNS&INFORMATION IN THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY,WITHOUT FIRST OBTAINING THEEXPRESS WRITTEN PERMISSION OF tobylongdesign scale AS NOTED sheet a prefab construction project in cupertino, california. A 0 . 0 1 CONCEPT RENDERING / MATERIALS O TOBYLONGDESIGN 2020 Community Development Department Planning Division - Cupertino CUPERTINO APPROVED Case# -2020-014, AV�wzulawl�Lq ��SED ARCN7TF Approval I Body: Director/Staff mac, ss E. LONo O11 Approva I Date 1 /28/20 T H E S E S H A D R I H A N R E S I D E N C E v �° Signature Erika I oveda C-28651 case Manager 1 0 4 8 1 J 0 H N S 0 N A V E N U E C UP E R T IN 0 C A 9 5 0 1 4 �FN• 10.3A tit OF CAL V: FRONT OFHOUS CAL GREEN COMPLIANCE OFFICE OF COUNTY ASSESSOR SANTA C L A R A COUNTY, CALIF0RNIA 375 A)WATER CLOSETS. THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.28 L17_j ISSUE DATE GALLONS PER FLUSH. TANK-TYPE WATER CLOSETS SHALL BE CERTIFIED TO THE PERFORMANCE FA PLANS V1 090819 - CRITERIA OF THE US EPA WATERSENSE SPECIFICATION FOR TANK-TYPE TOILETS. FA PLANS V2 091319 FA PLANS V3 091919 B)SINGLE SHOWERHEAD. SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 2.0 FA DRAWINGS V1 100719 GALLONS PER MINUTE AT 80 PSI. SHOWERHEADS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA FA DRAWINGS V2 020420 - OF THE US EPA WATERSENSE SPECIFICATION FOR SHOWERHEADS. 26 50% DESIGN SET V1 021420 50% DESIGN SET V2 022620 50% DESIGN SET V3 041320 C) MULTIPLE SHOWERHEADS SERVING ONE SHOWER. WHEN A SHOWER IS SERVED BY MORE THAN ONE -JOHNSON - -AVE. PLANNING SUBMITTAL V1 052620 SHOWERHEAD,THE COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS /04) ,646/^ PLANNING SUBMITTAL REV1 080620 CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, OR THE TRA4C4T-NS�1 83 w 3s 5o 50 36.83 PLANNING SUBMITTAL REV2 091520 SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME. > 45 0l 46 47 0 4sr - NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD. a ^ -I - m w pl m 30 I 29 28 27 > 55 55.12 Q 05 05I4 ARCHITECT D) RESIDENTIAL LAVATORY FAUCETS.THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS $ 44 17 26 ±9 I i SHALL NOT EXCEED 1.5 GALLONS PER MINUTE AT 60 PSI. THE MINIMUM FLOW RATE OF RESIDENTIAL 18 p o"-II-°.16 - --105.144 '^ 4 c� o LAVATORY FAUCETS SHALL NOT BE LESS THAN 0.8 GALLONS PER MINUTE AT 20 PSI. �a 43 I74 ^": 2s 50 o- � U , F TRACT N° 1004 ,<� `' ma9 _� __ los.le - 9°'� 40-M-29 C.L.M. 23139787 o a--- , --- z6.1z o 1 - „ n X E) KITCHEN FAUCETS. THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 CALVERT Ros. a4o�fe AVE• �- 9' 2 175 0224 St a m 20_49 ,06,22 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE 0295 /0305 /0315 /0325 /0335 /0345 /0355 / 65 /03 /0360 /°395 /04- /04/£ 0q2_�- -^- 12319--- 5225" Y N p = Z 40 57 51.16 57 51 I8 57 51.18 57 51.is 57 5118 57 5L16 52.6°- - <`+ THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI,AND MUST DEFAULT TO A 1 I n a� ; 7L74 / 40 n6 ane c. 5s m m � 27 Q U@ B��- P>^ 115.49___ " 49.85 105.26 p Q MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. 30ry n 17 L 129 20 21 122 I 23 24 1 251 26 1 27 I 28 12s�I 3� 31 - �--[.� =q > J o P NI w m 39 177 s 2z 56 ° " z J Q m NOTE: WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO 46 1 147 I 146 145 144 I 143 I 142 141 140 139 138 37 136 135a1 I34 i 32 m O _60-I _ I _ 5H / 133 �.r�+ to8.31 i3u.za-_- Q O ACHIEVE REDUCTION. = 115 116 117? IIB I 119 120 121 122 123 1 124 T 125 T 126 1 127 I Iz69 �4�2'`�r{ 33 6 N�f w�°� 59178", 21 54 " m m - , z I I ml 130 132 - v� Q a F -�...- N F)STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. PLUMBING FIXTURES AND FITTINGS REQUIRED w o 16 h 15 14 13 112 tI Io g l 8 7 6 I 5 4 13 �I 2 °I m N 6,1469sf 8536• M I-- I - - I - - PI - I 1 b 131 34� LO M IN SECTION 4.303.1 SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE,AND I N 35 179 55 TRACT N2 1088 it rn SHALL MEET THE APPLICABLE REFERENCED STANDARDS. 57 51.18 57 5L18 57 "7 SL18 5118 51.18 51.18 5LI9 5i l8 51.1e so 9 0 55 1096 86.05 42-M-24 W /°e'90 /0300 /03/0 /0S20 /0330 /034 /03S /036 /0310 3 /0400 /04/0 /04P0 /430 10464 10490 W L6 WUNDERLICH - -- DRIVE Q Z) rn LO G) IRRIGATION CONTROLLERS. AUTOMATIC IRRIGATION SYSTEMS CONTROLLERS INSTALLED AT THE Z I LU TIME OF FINAL INSPECTION SHALL BE WEATHER OR SOIL MOISTURE-BASED. 1B 0.Lj Q W Q H)OPERATION AND MAINTENANCE MANUAL. AT THE TIME OF FINAL INSPECTION,A MANUAL, COMPACT J Q DISC,WEB-BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY WHICH Q INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE BUILDING: z I)DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH THE _j OJ BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. m O II)OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: (1)EQUIPMENT AND APPLIANCES,INCLUDING WATER-SAVING DEVICES AND SYSTEMS, �ata'MaY LoreeAve L O M A L I N D A ~ REAR OF HOUS HVAC SYSTEMS,WATER-HEATING SYSTEMS AND OTHER MAJOR APPLIANCES AND EQUIPMENT. G (2)ROOF AND YARD DRAINAGE,INCLUDING GUTTERS AND DOWNSPOUTS. r La Honda Ave a� (3)SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR FILTERS. re a RalysM c (4)LANDSCAPE IRRIGATION SYSTEMS. y w ro W (5)WATER REUSE SYSTEMS. O7 L 7 0 ddd 71 c� III) INFORMATION FROM LOCAL UTILITY,WATER AND WASTE RECOVERY PROVIDERS ON METHODS p x MODULAR FABRICATOR TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS AND LOCATIONS. 5a m IV)PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. to ,a 3 V) EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY o m BETWEEN 30-60 PERCENT AND WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE s � v HUMIDITY LEVEL IN THAT RANGE. Strawbern a - VI) INFORMATION ABOUT WATER-CONSERVING LANDSCAPE AND IRRIGATION DESIGN AND SITE WestdaleOr CONTROLLERS WHICH CONSERVE WATER. RANCHO VII) INSTRUCTIONS FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE OF R I N C O N A D A 104$1 Johnson Avenue DIVERTING WATER AT LEAST FEETAWAY FROM THE FOUNDATION. Archbishop Mltty � Barnhart Ave ,+ Vill)INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT High School ,n i -- LIMITED TO,CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. ° APPROVALSTAMP IX) INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE. Pendergast Ave f o y F-77 F] \ -- - X) A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR a c THIS CODE. Tuggle Ave MITTY ZL _- 1) INSTALLER TRAINING. HVAC SYSTEM INSTALLERS ARE TRAINED AND CERTIFIED IN THE PROPER En [ INSTALLATION OF HVAC SYSTEMS. o` Forest view Dr J)SPECIAL INSPECTION. SPECIAL INSPECTORS EMPLOYED BY THE ENFORCING AGENCY MUST BE Chelmsford Dr -- QUALIFIED AND ABLE TO DEMONSTRATE COMPETENCE IN THE DISCIPLINE THEY ARE INSPECTING. q` ayc K) DOCUMENTATION. VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLUDE CONSTRUCTION Forest Glen Dr ------ DOCUMENTS, PLANS,SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, G2 Borina'Dl 5 ------ OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY WHICH SHOW SUBSTANTIAL COMPLIANCE. 1 CONCEPTUAL RENDERINGS 2 CAL-GREEN BUILDING CODE COMPLIANCE 3 VICINITY MAP / PARCEL MAP ARCHITECTURAL STRUCTURAL OWNER ARCHITECT STRUCTURAL TITLE 24 / MECHANICAL SURVEYOR X A-0.0 COVER AND MATERIALS PROJECT DATA X A-0.1 PROJECT INFO A-0.2 GENERAL NOTES LOT COVERAGE CALCULATIONS SRIRAM SESHADRI&HYE-YOON HAN TOBY LONG DESIGN TRIAD/HOLMES ASSOCIATES THE SESHADRI HAN A-0.3 GENERAL NOTES AREA CALCULATIONS THIS PROJECT CONSISTS OF THE REMOVAL OF EXISTING HOUSE REPLACED 10481 JOHNSON AVENUE 6114 LA SALLE AVE#552 873 NORTH MAIN ST.#150 X A-0.5 MASSING DIAGRAMS FIRST FLOOR 982SQFT WITH THE CONSTRUCTION OF A NEW SINGLE FAMILY HOME AND ATTACHED BISHOP, CA RESIDENCE X A-0.6 MODULAR DIAGRAMS LOT SIZE: 5,000 SQ. FT CUPERTINO, CA OAKLAND, CA 10481 JOHNSON AVENUE X A-0.7 STREET VIEW ELEVATIONS SECOND FLOOR 824SQFT GARAGE 95014 94611 93514 CUPERTINO, CA X 1 OF 1 SURVEY FLOOR AREA COVERAGE: X A-1.2 SITE PLAN HOUSE SUBTOTAL 1,806 SQFT MAX ALLOWABLE: 2,250 SQ. FT=(5000'45%) T: 760.873.4273 95014 X A-1.3 PRIVACY PROTECTION PLAN T. 650.450.8009 (SRIRAM) T.415. 905. 9030 X1 X A-2.0 BASEMENT PLAN PROPOSED: 2,250 SQFT. 6 PROJECT DESCRIPTION T. 650.210.6078 (HYE-YOON) C. 510.333.3447 F: 760.873.8024 APN: 375-17-047 X A-2.1 LEVEL 1 PLAN GARAGE 444 SQF X A-2.2 LEVEL 2 PLAN LOT COVERAGE: E. SRIRAM.MDS@GMAIL.COM CONTACT: TOBY LONG,AIA CONTACT:ANDREW K. HOLMES X A-2.3 ROOF PLAN SUBTOTAL BUILDING AREA 2,250 SQFT MAX ALLOWABLE: 2,250 SQFT E. HYEYOON@GMAIL.COM E:TOBY@CHXTLD.COM E:AHOLMES@THAINC.COM X A-2.4 BASEMENT RCP MECHANICAL MAX FAR 45%OF5,000SQFT 2,250 SQFT FIRST FLOOR=982 SQ.FT. 2019 CA BUILDING CODE 2019 CA MECHANICAL CODE 2019 RESIDENTIAL CODE INFO X A-2.5 LEVEL 1 RCP COMPLIES FRONT O444 VERE .FT. 2019 CA ENERGY CODE 2019 CA PLUMBING CODE X A-2.6 LEVEL 2 RCP FRONT COVERED PORCH=155 SOFT. X A-3.0 BUILDING SECTIONS BASEMENT REAR COVERED PORCH=225 SQ.FT. 2019 CA GREEN CODE 2019 CA ELECTRICAL CODE X A-4.0 EXTERIOR ELEVATIONS (NOT COUNTED AGAINST FAR) 1,091 SQFT LIGHTWELLS=20.8 SQ.FT. X A-4.1 EXTERIOR ELEVATIONS FIRST FLOOR ROOF OVERH/A�NGS=338 SQ.FT. A-5.1 INTERIOR ELEVATIONS HEATED BUILDING AREA PROPOSED:2,164.8 SQ.FT. THESE PLANS ARE CONSIDERED PRELIMINARY AND NOT FOR A-5.2 INTERIOR ELEVATIONS �,897 SQFT GENERAL CONTRACTOR CONSTRUCTION UNLESSTHEY BEAR THE ARCH ITECTS SEAL 7 CODE REFERENCE GEOTECH CIVIL LANDSCAPE MODULAR FABRICATOR AND DIGITAL SIGNATURE.TLD EXPRESSLY RESERVES X A-6.0 DETAIL KEY/ASSEMBLY SECTION TOTAL BUILDING AREAS ESTIMATED LANDSCAPE AREA: COMMON LAW COPYRIGHTAND OTHER PROPRIETARY RIGHTS A-6.1 DETAILS ,341 SQFT TO ALL DESIGNS&INFORMATION IN THESE PLANS.THESE (INCLUDES GARAGE) =2,163 SQFT. PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN A-6.2 DETAILS ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY,WITHOUT FIRST OBTAINING A-6.3 DETAILS APN#: 375-17-047 THEEXPRESS WRITTEN PERMISSION OFtobylongdesign X A-7.0 DOOR SCHEDULE WINDOW Elev. No. ELEVATION/ VIT HANACEK ENGINEERING, INC. HWA LANDSCAPE ARCHITECTS FIDELITY BUILDERS. INC ZUME BUILDERS X A-7.1 WINDOW SCHEDULE ZONING: R1-5 REVISION FLOOR CEILING 1 W-# SCHEDULE A REFERENCE FLR# ASSEMBLY SECTION 2912 VESSING RD. 762 ALTESSA DRIVE PO BOX 2706 1670 S AMPHLETT BLVD, LANDSCAPE CONSTRUCTION TYPE TYPE V-B REFERENCE REFERENCE A6 REFERENCE PLEASANT HILL,CA BRENTWOOD, CALIFORNIA ALBANY, OR 97321 SUITE 214-20 scale x L-0 COVER SHEET Sheet No. 94523 94513 SAN MATEO, CA 94402 X L-1 LAYOUT PLANS SITE DIMENSIONS 100.00'x 50.00' x 100.00'x 50.00' X L-2 PLANTING PLANS PLUMBING DOOR ALIGN ALIGN FINISH ELEVATION X L-3 DETAILS T: 925.262.7401 T. 925.513.3091 T: 541.981.2259 T: 650.542.9167 X L-4 PLANTING SPEC. SITE AREA 5,000 SQFT D-## SCHEDULE SURFACES REFERENCE Detail No. X I-1 IRRIGATION PLANS REFERENCE A CONTACT:VIT HANACEK, PE C. 925.383.5703 CONTACT: RANDY ROTHWEILER C: 650.799.7100 PARKING 2 SPACES-COVERED DETAIL E:V.HANACEK YAHOO.COM CONTACT: H. ROSS WELLS E:RROTHWEILER@FIDELITY-BUILDERS.NET CONTACT: MICHAEL CHAU X 1-2 IRRIGATION DETAILS X 1-3 IRRIGATION DETAILS ---� Plan No. Ag REFERENCE E: ROSS HWALANDARCH.NE E: MICHAEL ZUMEBUILDERS.COM HEIGHT RESTRICTION 28'-0" @ @ X 1-4 IRRIGATION DETAILS WALL l Sheet No. sheet X CIVIL FIRE PROTECTION 1-5 IRRIGATION SPEC &WATER usE FRONT SETBACK 20'-0"FOR 1ST STORY/25'-0"FOR 2ND STORY ❑# ASSEMBLY i I 1 X C-1 GRADING DRAINAGE,/STORM WATER REFERENCE I I A6 AO ■ SIDE SETBACKS 5'-0"FOR 1ST STORY/10'-0"& 15'-0"W/ARCHITECTURAL REVIEW I X C-2 SITE ULTILITES PLAN 1 X C-3 CIVIL DETAILS ----� Sheet No. X -4 ER ION NTR L PLAN DETAIL REAR SETBACK 20'-0" FOR 1ST STORY/25'-0"FOR 2ND STORY O TOBYLONGDESIGN 2020 4 TABLE OF CONTENTS 5 1 SITE AND BUILDING INFORMATION 8 SYMBOLS 9 CONTACT INFO Community Development Department Planning Division — Cupertino 'CUPERTIN4 APPROVED Case # F-2020-014, A V. ARCy/T' Approva I Body: Director/StafF �L ss e. Approva I Date 1 /28/20 v 4-0 Signature Erika 4oveda C-28651 Case Manager �y� �FN• 10.3A tit F Op CAL�F� OISSUE DATE FA PLANS V1 090819 FA PLANS V2 091319 FA PLANS V3 091919 FA DRAWINGS V1 100719 FA DRAWINGS V2 020420 50% DESIGN SET V1 021420 50% DESIGN SET V2 022620 50% DESIGN SET V3 041320 PLANNING SUBMITTAL V1 052620 PLANNING SUBMITTAL REV1 080620 ARCHITECT 0 U i > _ i 0 Q � > Y m / 0O /�� LNo O W M O O L W Ln Zrn W `\ W Q J V Q J J 00 — 0 O H MODULAR FABRICATOR AXONOMETRIC VIEW FROM SOUTHEAST AXONOMETRIC VIEW FROM NORT AST APPROVALSTAMP O _ O THE SESHADRI HAN RESIDENCE 10481 JOHNSON AVENUE CUPERTINO, CA 95014 APN: 375-17-047 MASSING DIAGRAMS THESE PLANS ARE CONSIDERED PRELIMINARY AND NOT FOR CONSTRUCTION UNLESS THEY BEAR THE ARCHITECT'S SEAL - AND DIGITAL SIGNATURE.TLD EXPRESSLY RESERVES �\ COMMON LAW COPYRIGHT AND OTHER PROPRIETARY RIGHTS TO ALL DESIGNS&INFORMATION IN THESE PLANS.THESE .. PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN - ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY,WITHOUT FIRST OBTAINING V THEEXPRESS WRITTEN PERMISSION OF tobylongdesign scale 1/8"=1'-0" sheet AXONOMETRIC VIEW FROM SOUTHWEST AXONOMETRIC VIEW FROM NORTHWEST A 0 . 5 1 BUILDING MASSING DIAGRAMS OC TOBYLONGDESIGN 2020 Community Development Department Planning Division — Cupertino 'CUPERTIN4 APPROVED Case # -2020-014, A E. ARCy/TF Approva I Body: Director/StafF �L ss E. `oNc (N Approval Date 1 /28/20 FLOOR AREA CALCULATION v 49 Signature Erika 4oveda C-28651 Case Manager KEY AREA (SQFT) %P �FN tit A 65.18 op CAO o B 278.86 \ C 244.71 D 449.78 ISSUE DATE E 109.67 FA PLANS V1 090819 F 90.85 FA PLANS V2 091319 FA PLANS V3 091919 - PORTION O G 187.00 FA DRAWINGS V1 100719 FA DRAWINGS V2 020420 GARAGE 50% DESIGN SET V1 021420 _ INSTALLED FIRST FLOOR SUBTOTAL 1426.05 50% DESIGN SET V2 022620 -- ---- - - - - - — --- T , 50% DESIGN SET V3 041320 ' ON SITE PLANNING SUBMITTAL V1 052620 in MOD PLANNING SUBMITTAL REV1 080620 H 576.26 N 6 ® 1 247.69 ®® ARCHITECT SECOND FLOOR SUBTOTAL 823.95 MOD 3 Q J TOTAL 2,250.00 SQFT o X NOD 2 Q Cl) / Y m 14'-5 7/8" Q O O � /DEC L o INSTALLED 0 DIN — I x ON SITE L w In 0 15'-0" 11'-8 3/4" Q z C) LO Q W Q DECK INSTALLED ---- - ON SITE --- -- O J Q � z FLOOR AREA MAXIMUM = 2,250 SQFT -i ° � m PROJECT COMPLIES 70 zt M N 14'-6 3l4" v MODULAR FABRICATOR 449.78 FIRST FLOOR 244.71 8.86 V M N � u D 14'-5" 15'-0 1/8" D 21'-2 3/4" \ do I I I - - - - - - - - - - - - - - - - - - - - 7 III 10 5/8" APPROVAL STAMP I I L 87.00 /ROOF INSTALLED ON SITE/ 17'-6" i UP AREA OUTSIDE 0 0 ENTRY ❑ 0 I 3/8" 00 FIRST FLOOR A CR w MOD 4 THE SESHADRI HAN RESIDENCE 10481 JOHNSON AVENUE I I CUPERTINO, CA ,ROOF TO BE 95014 INSTALLED ON SITE' APN: 375-17-047 /DECK TO BE INSTALLED ON SITE ------ -�� a1'-13/4 MODULAR DIAGRAMS ------ ------ MOD 5 "' - 00 - __ Q THESE PLANS ARE CONSIDERED PRELIMINARY AND NOT FOR CONSTRUCTION UNLESS THEY BEAR THE ARCHITECT'S SEAL ,ROOF TO BE mo �� AND DIGITAL SIGNATURE.TLD EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPRIETARY RIGHTS INSTALLED ON SITE PLANS AS DESIGNS&INFORMATIONTO REPRODUCED, CHANGSE ED O THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY,WITHOUT FIRST OBTAINING THEEXPRESS WRITTEN PERMISSION OF tobylongdesign O' ', --- scale I M 22'-11 3/4" i I 0 4 8 12 16 FT sheet SECOND FLOOR SECOND FLOOR A . 6" 1 MODULAR DIAGRAMS 3/16'-1'-0' 2 FLOOR AREA CALCULATIONS- (NOT INCLUDING BASEMENT) 1/8"=1%0" O TOBYLONGDESIGN 2020 Community Development Department Planning Division - Cupertino CUPERTINO APPROVED Case# F-2020-014, I m > T A� b Approva I Body: Director/Staff w, �� L V. Lot F� I , 1 /28/20 A rova I Date - �� _ � I pp I Signature Erika 4oveda C-28651 Case Manager o• CAL w `` w z_ z } I } ISSUE DATE w l IwFA PLANS V1 090819 a OFA PLANS V3 91919 • FA PLANS V2 091319 FADRAWINGS V1 100719 a I - EXISTING BUILDING l a � FA DRAWINGS V2 020420 50% DESIGN SET V1 021420 fP1 ��Ri50% DESIGN SET V2 022620 �.� - a rt4ri* " ` '.• :- Nzti__ Ma F >� >, I 50% DESIGN SET V3 041320 PLANNING SUBMITTAL V1 052620 PLANNING SUBMITTAL REV1 080620 I I ARCHITECT 0 QIn I I N U iJ o 2 LU Q In U0 CD oc - L.. w LID a I I � Z � s w � NZ wQ Q Qz _j - _ �Li MODULAR FABRICATOR 18731 BARNHART DRIVE 10481 JOHNSON AVENUE 10473 JOHNSON AVENUE APPROVAL STAMP D r m o 91. z --- - 3 n 180 --- __ W --- - H 01-18 3 d N n M 06b01 ti9P,01 OEPO/ 01760/ 0/110/ 0060/ 06j. 001F01 G_OLb'O/ 09F0/ 09F0/ 0*ro/ OFFO/ 00ro/ O/FO/ 00F01 06,7tJ/ 90,98 l6'98 55 07 Zb 05 1SKIS S1 15 15 1 9115 1 91'15 V 15 SKIS 1 911S I L5 SI IS LS I 91 15 I LS �, ,� �'f' II II I1 I I — II II I8901 zN 13V Jl _w d 6L1, 1£1 1 6 l_ I ! 91£ ' 6� I — w m sol JS694`9 � Zo6 o£I « o ,o Z Lj s� gL� 6 I LZI 9Z1 I 5Z1 I ZI £ IZ31 611 el LII I 911 I 911 3:Z1 oJ J ; O cz•scI 10 r- I I I II g�«ao 1 —b�l Stl— II 9—�1 Lt—lD s•T�i � X Z 9£1 1 9£1 1 L£1 1 8£1 I 6£1 1 otl It'l Zvi z £ -�II J o S (0 v _8 5s__�s-�z a -9 L1s��s�z��'��-,-• 6\ a v° 6Z III I1I d s� o vs s Io a� 1_ III ZZ III d ZZ9Z S Z Z D _ �£ I` 9i sot. 9s•sti 6G 0£ III 11I 6?1 L wl '0 LrnD •od 6Ll �os II THE SESHA DRI H AN d QVIS �IIs LS s1' 15 L9 91 15 L5 91 1S LS Z RESIDENCE 9zao zz•so� y/t0/ op0/ 9ss0/ S9 /9LE'0/ 9900/ 99F0/ Clpro/ 9F8o/ 9a9'0/ 9/so/ 90eo/ 96Z0; 10481 JOHNSON AVE NUE SL Z 18 3 n-1V a CUPERTINO, CA o zL'9z _dS8tiL L -- ° o L8LsClCZ 'W D 6Z-W-0-V 95014 _ t,001 sN 10 C 8 1 APN: 375-17-047 81'S01 G- 901 5 z Wo g~�y t7 L ICal t�l'S01 91'011 s STREET VIEW az W: £LI � 6 -� z z �5� ELEVATION Zrs01 I 901 n T-- SS < L I 9z 6z I m I _ I _ I _ ti T THESE PLANS ARE CONSIDERED PRELIMINARY AND NOT FOR I iO D CONSTRUCTION UNLESS THEY BEAR THE ARCHITECT'S SEAL c' AND DIGITAL SIGNATURE.TLD EXPRESSLY RESERVES COMMON LAW COPYRIGHTAND OTHER PROPRIETARY RIGHTS 1 I I T —}�}� TO ALL DESIGNS&INFORMATION IN THESE PLANS.THESE 1 •1 r r r^r y L PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN £Q g✓; QS QS SE I C` I 1 ON l J V O l ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE Z• ASSIGNED TO ANY THIRD PARTY,WITHOUT FIRST OBTAINING THEEXPRESS WRITTEN PERMISSION OF tobylongdesign 149t,01 RZOO/ '3nd � - NOSNHOr --�— scale 9Z ELEVATION VIEW sheet o rn A 0 . 7 2 STREET VIEW ELEVATIONS OC TOBYLONGDESIGN 2020 Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case# F-2020-014, A ��SED ARC/,t Approva I Body: Director/StafF �L ss e. LoNG Approva I Date 1 /28/20 Signature Erika 4oveda coNc C-28651 Case Manager 10473 JOHNSON AVENUE HOUSE URB 10.3�tit ��P F OF CALiFo ISSUE DATE FA PLANS V1 090819 FA PLANS V2 091319 WMB FA PLANS V3 091919 PP FA DRAWINGS V1 100719 FA DRAWINGS V2 020420 50% DESIGN SET V1 021420 50% DESIGN SET V2 022620 100'-01, 50% DESIGN SET V3 041320 (E)GRATEFRUIT 1 (9 1,19j 1gyp9 PLANNING SUBMITTAL V1 052620 TREE(NEIGHBOR) 'oQ o�p F� PLANNING SUBMITTAL REV1 080620 8 1886p &0 610 s PLANNING SUBMITTAL REV2 091520 O PROPERTY LINE S89039'45"W GATE N 6'-0"WOOD ICE , —— —— —— ——o —— —— —_ N89°39'45"E 71'7 —— — 7S 7��—— I 25.00' ARCHITECT _ m — —— — —— — — —— �, —— —— — —— — —— — 100.00 (N)GAS METER I 0 'a g 18883 Y (E)&(N)ELECTRICAL _ U LOCATION 41 I 9 S� O E : m TER LOCATION Fq U _OVERHEAD LU co I �' - "' LIGHT WELL a in o �6 35 ss ss ss U E DVERHEgD — w LEV 1 SETBACKS N N 18853 1I (SEWER LINE) � _ J - - - - - - - - - - - -i - A O QU rn - - - - - - - - - - - - - - - - - - - - - (E)GAS METER t J 1g U LOCATION SSC Y m m o� 8.80 ¢ I a o 00 O � Pym w I , LOWER ROOF LOWER ROOF I In CD LU L - - - - - LINEOFWALL @a-LEV1- - - - - -I 20,_0 *ern- - - - - - - - - L wCr) 18 S9 :'DRIVEWAYDIM. � Z- 2 in 20'-0" LEV 1 SETBACKS' — LEVEL 1 SETBAC K LINE OF WALL LEV 2 . a V'88As —� - — -- —--- — --- — --- — LEV 2 SETBACKS . •. .. ,��S�O 7 Q LEV 2 SETBACKS F� ` Q O 25,_0„ t o J J 64$O LEVEL 2 SETBACK 2'-0„ I ...DRIVEWAY'-;o; Q I o: ¢ 185.71Uj m 1 I I N I I N` ' w > EPLU \ co � :8�. ^�ti.: o / I 10481 JOHNSON AVENUE I I CONIC I / 188.84 I J SIDEWALK J I l a �� HOUSE UI ::V�.. Q... o V7 p Y O I'..' LID p L1 REAR YARD (N)CERSIS ACCIDENTALL LU Z pap IZ _ O o I I TREE I UPPER ROOF I MODULAR FABRICATOR _ I ni yF90 Y O N I N I I Y _ Q 188.96 W I LU I a a? J - - - - - - - - - - - - - - - -� J I I� 8 �11 w I U I N I III w w I O 189.00 I w I I 'o Z o w I J I Iw ;'1g1,'• 185. 7 O }I Tl �b 188.98 IJ cb' I ROOF I ENTRY PATH ' . 1891�� DEC SKY p I 11 w I s'-o" I LIGHT LLI PERMEABLE . Z I I PAVERS 18739 BARNHART DRIVE PUBLIC I I 1 I APPROVAL STAMP UTILITY 1 HOUSE I EASEMEN I I (N)PISTACIA CHINENSIS -Q - - - - - - - - - - - - - - - - - - - - -� - -- - - - - --' - - - - - - - -� I TREE SHALL BE MIN.24"BOX AND 00 LEV 2 SETBACKS o - - - - - - - - - - - - - 6'-0"HGT.(PER CMC,SEC.19.28.120) UP' w LOWER N I I U' 3'-0' 17'-0" o w DECK I (E)PROMEGRANITE I U N I 18 0 18854 v v 1g8 42 I J 186 34 0- TREE (E)TANGERINE U J — — — — — , 188 ____ ________ I - W - - -_-_- - -_- - -_- s3 FRONT YARD In O TREE L__� ¢ - �, - w 185.82 COT-,—w �—LEV 1 SETBACKS LIGHT WELL I w 5'PUBLIC I v U o UTILITY I m > M ROOF OVERHANG 10 EP E EMENT q w 188.62 " FROM 1ST FLOOR '8� LO SETBACK W N89039'45"E (N)6'-0"woo F NCE PROPERTY LINE 100.00' 7� IT! � '8 0 �1'o ��6� NOTE: FRONT YARD TOTAL FRONT YARD SQ.FT- 1,251 SQ.FT TOTAL ALLOWED IMPERVIOUS AREA-625.5 SQ.FT(50%) PROPOSED IMPERVIOUS AREA-451 SQ.FT(36%) CONIC CURB THE SESHADRI HAN m RESIDENCE 10481 JOHNSON AVENUE CUPERTINO, CA 95014 � APN: 375-17-047 18731 BARNHART DRIVE m HOUSE 185 84 EP SITE PLAN PROJECT DATA THESE PLANS ARE CONSIDERED PRELIMINARY AND NOT FOR CONSTRUCTION UNLESS THEY BEAR THE ARCHITECT'S SEAL AND DIGITAL SIGNATURE.TLD EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPRIETARY RIGHTS "' AREA CALCULATIONS To ALL DESIGNS OB INFORMATION BE REPRODUCED, CHANGSE ED THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE FIRST FLOOR 982 SQFT ASSIGNED TO ANY THIRD PARTY,WITHOUT FIRST OBTAINING THEEXPRESS WRITTEN PERMISSION OF tobylongdesign SECOND FLOOR 824 SQFT NORTH ARROW scale HOUSE SUBTOTAL 1,806 SQFT m GARAGE 444 SQFT 3116"=V-0" SUBTOTAL BUILDING AREA 2,250 SQFT MAX FAR 45%OF 5,000 SQFT 2,250 SQFT- COMPLIES BASEMENT 1,091 SQFT (NOT COUNTED AGAINST FAR) sheet mc: 0 4 8 1 16FT HEATED BUILDING AREA 9,897 SQFT A 1 . 2 TOTAL BUILDING AREA 3,341 SQFT (INCLUDES GARAGE) 1 SITE PLAN 3/16"=1'-0" O TOBYLONGDESIGN 2020 Community Development Department Planning Division — Cupertino 'CUPLRTIN4 APPROVED Case # -2020-014, A E. ARCy/TF Approva I Body: Director/StafF �L ss E. `oNc (N Approva I Date 1 /28/20 49 Signature Erika 4oveda -28651 Case Manager NOTE _ REFER TO LANDSCAPE PLANS OF THE HIGHLIGTED PLANTS, SHEET L2 & L3 FOR OF 10 31�F��`P PRIVACY PLANTS AND DESCRIPTION CA► ISSUE DATE FA PLANS V1 090819 FA PLANS V2 091319 FA PLANS V3 091919 FA DRAWINGS V1 100719 FA DRAWINGS V2 020420 50% DESIGN SET V1 021420 50% DESIGN SET V2 022620 50% DESIGN SET V3 041320 PLANNING SUBMITTAL V1 052620 PLANNING SUBMITTAL REV1 080620 PLANNING SUBMITTAL REV2 091520 ARCHITECT � zi � O � U Qx O U X U Q c� RI CY P OTE 10 Q o A A %( o � I I xf6 LID o w * rn L LU Lo D CD 77 wo� � ° o 0 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I i Q o ° I � I i o I I o ° LU Z o I Q O o I J J 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 17 I m ° I co o o I o o ° o o ° I ° I MODULAR FABRICATOR RIVACY PROTECTION DRIVEWAY AREA BELOW o o o o I ° W I D o ROOF I Z W o ' Q ®�LL I Z APPROVAL STAMP O Im 2ND LEVELil M11 z ' I = wA A AO o o 0 - -------- - 30.0p° 2ND LEVEL DECK -------- ----��- I I � I I I I I I I � I I � I I THE SESHADRI HAN I I I I I I I I I I I � I RESIDENCE ROOF o I 10481 JOHNSON AVENUE PRI ACY PROTEC ION 0 I I CUPERTINO, CA AREA I - - - - - - - - - - - - - - - - - - - - - - - O I 95014 APN: 375-17-047 30.60. 30 00 30.00° 30 00° I I PRIVACY PROTECTION PRIV Y P OTECTION PRIVACY PR T CTION PLAN REA ARE I � I THESE PLANS ARE CONSIDERED PRELIMINARY AND NOT FOR CONSTRUCTION UNLESS THEY BEAR THE ARCHITECT'S SEAL I I AND DIGITAL SIGNATURE.TLD EXPRESSLY RESERVES COMON LAW COPYRIGHT AND OTHER PROPRIETARY RIGHTS TO ALL.DESIGNS&INFORMATION IN THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN _ ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY,WITHOUT FIRST OBTAINING — o —— THEEXPRESS WRITTEN PERMISSION OF tobylongdesign scale 1/4"=1'4" 0 4 8 12 16 FT sheet A 1 . 3 1 PRIVACY PROTECTION PLAN 3/16"=1'_On O TOBYLONGDESIGN 2020 Community Development Department Planning Division — Cupertino 'CUPLRTIN4 APPROVED Case # -2020-014, A ��SED ARcy/TF Approva I Body: Director/Staff �L ss e• LoNc (N Approva I Date 1 /28/20 49 Signature Erika 4oveda C-28651 Case Manager ��, �FN• 10.3A OF CAL1FOEL D G ISSUE DATE FA PLANS V1 090819 A B C E F 134- I FA PLANS V2 09119 FA PLANS V3 091919 FA DRAWINGS V1 100719 FA DRAWINGS V2 020420 50% DESIGN SET V1 021420 50% DESIGN SET V2 022620 14'-5" 9'-4 5/8" 5'-6 1/2" 1' T-3 3/4" 4'-2 1/4" 9'-4 1/4" 50% DESIGN SET V3 041320 PLANNING SUBMITTAL V1 052620 PLANNING SUBMITTAL REV1 080620 I I I u I II I u —— 2 u A-3.0 2 I ARCHITECT I II I II I I I I A4.0 I II I I I I � g I I I I u I I I I I vO u I II r 0000 0 000 I < Ci GU RDRAI Q) H 42 ID > 0 _ ___ ------- ------ - O Z U---- ---- ---- ---- ---- ---- ---- - - - - - - - - ------ 1 __ IO --------------- ------- O a000 0 II- - - Qcn 00 ESCAPE 0 - N LADDER O ICIJ Oa 3'-0" -Ll F5�1 L - I I it ito 12'-9 1/2" M u � � LIGHTWELL I L III to 0 O ------------------------------------ ------ (EGRESS) o o ------------------------- O WLO 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 o a o I > o Y w LU (M w V J C7 I n o J I o o BEDROOM 4 M 0 0 U) I Q I o o I J O I DRIVEWAY ABOVE I D r m -------------------------- --- ------ I � o GARAGE ABOVE O I o z v I II 1 w I o 13'-10 1/2" 14'-2 1/8" I o o Cl) LLILU v I I � I LOWER LIVING co I Q MODULAR FABRICATOR Q � I I 1 1 0 1 1 I A-3.0 N I o (Al.1 A4.0 GAMES N o _ I z I I o IREAR YARD I I I -----------------------------O O I I I o I I u I I I u I o I 'v u M CLOSET - Z I M II N I M I O COVERED -- I - _ ----------- _ _ -------- I ----------------------- - D 2a ------- ------ CO A oo D-26 o D-21 0 1 ENTRY' =�? APPROVAL STAMP A 1_I ____________________________________ a ____________________________ _______ ------------------ ______ -------- __________ I ❑ v T-------- L________________________� O ________ ---------_ OE O1 I 0 I o MECHANICAL o cl osET BATH I o o UP �' o I I o oI 9'-115/8" I F-0° o I o BEDROOM 5 d o P o OFFICE o �, co I o 0 0 0 0 o m o o 000 000 000 000 0 �� o ' II o I o o I I o o O o ❑ v � O I I o 0 0 0 0 0 0 0 0 o I 00 ------------------------------------ o .e o 0 0.0 I - - I ------------- COVERED-------------- ----------------- '---------- ----------------------------------------------------- I O ----------------------------------------------------DECK ABOVE----------------'ll------------------------- d o 0 0 0 0 0 o P ----------------------------------------------------- O� O u W-36 O u ESCAPE LIGHTWELI. I LADDER (EGRESS) M GUARDRAIL @ 42" I I I I I II o 0 o I THE SESHADRI HAN I 3'-0 RESIDENCE I II I II I I u " I II I II I I 10481 JOHNSON AVENUE I I II I II I CUPERTINO, CA I I I II I II I I I I 2 I II I II I 95014 2 I I II I II I A-3.0 A4.1 I _ _ _ 1 `-- -- -- -- --- -- -- -- -- -- -- - -- -- -- -- -- - - PLANS A B C E F H I D THESE PLANS ARE CONSIDERED PRELIMINARY AND NOT FOR G PROJECT DATA CONSTRUCTION UNLESS THEY BEAR THE ARCHITECT'S SEAL AND DIGITAL SIGNATURE.TLD EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPRIETARY RIGHTS AREA CALCULATIONS TO ALL DESIGNS&INFORMATION IN THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE FIRST FLOOR 982 SQFT ASSIGNED TO ANY THIRD PARTY,WITHOUT FIRST OBTAINING THEEXPRESS WRITTEN PERMISSION OF tobylongdesign SECOND FLOOR 824 SQFT NORTH ARROW scale HOUSE SUBTOTAL 1,806 SQFT GARAGE 444 SQFT N 1/4"=1'-0" SUBTOTAL BUILDING AREA 2,250 SQFT MAX FAR 45%OF 5,000 SQFT 2,250 SQFT- COMPLIES 0 4 8 12 16 FT BASEMENT 1,091 SQFT (NOT COUNTED AGAINST FAR) sheet HEATED BUILDING AREA?,897 SQFT A 2 . 0 TOTAL BUILDING AREA 3,341 SQFT (INCLUDES GARAGE) 1 BASEMENT PLAN OC TOBYLONGDESIGN 2020 Community Development Department Planning Division — Cupertino 'CUPLRTIN4 APPROVED Case # -2020-014, A ��SED ARCy/TF Approva I Body: Director/Staff �L ss e• `oNc Approva I Date 1 /28/20 49 /11 Signature Erika 4oveda C-28651 Case Manager 10.3A OF CA1_1 0 PP D G ISSUE DATE FA PLANS V1 090819 �+ FA PLANS V2 091319 A B C E F H I FA PLANS V3 091919 FA DRAWINGS V1 100719 FA DRAWINGS V2 020420 50% DESIGN SET V1 021420 50% DESIGN SET V2 022620 14'-5" 9'-4 5/8" 5'-6 1/2" 1' 7'-3 3/4" 4'-2 1/4" 1 3 4" 9'-4 1/4" 50% DESIGN SET V3 041320 Elz�+ �p� PLANNING SUBMITTAL V1 052620 m S89039'45"V V PLANNING SUBMITTAL REV1 080620 6'-0"WOO ENCE _ __ __ __ __ __ I II I I I 2 100.00, , A-3.0 2 I ARCHITECT I II I I A4.0 co 20'-0" o u I � U in 1 u rn m u I Q 88 U GUARDRAIL W-7C W_18 o x I w-1a I II I II 1 = m I ---------�- —_---- -------_---------- -----------------i--------------- --------------------------------------__� O \ Y � xCc v I AV/MEDIA , ' SSCO O O� CV I L HTW 20,_0„ CVO O I Ir : ' r : • � o m w C, M --- I--------------------------- w1s - I- --------- --_ --= -- M z PANTRY Q w DW ; J Q I - M LIVING I �. Q Cl) W Z Q O 9'-5 1/2" o —UP I J J 13'-4, 1 - - m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - Q O --- - --- - - -- --- O ARA E .. . . 3'4 3/8" 1 I .. .. .. E ' REF MUD/ I —LAUNDRY-- �..' 'DRIVEWAY m \ MODULAR FABRICATOR KITCHEN I I ' 1 (A41� A-3.0 N D 0 I ::. A-3.0 A4.0 : . '. p ISLAND z in I I ; CD 0 cn I No o REAR YARD I DINING o , ' I - ©.I. �. . O I o I I !� I:, O I o m O ----------I---------- -I------------ p_p4 - -- ---- - ------------ o V7 co 29'-1 7/8" r" GUARDRAIL ENTRY o COVERED. co I z c0 --------------I------------ _ - ="-_-- cfl a i I D_0 @ 42" ENTRY I Up: :-., ;.: f� '. _ I I ENTRY PATH .. APPROVAL STAMP ---------- --------------'------------ O UP D N w I o I I O 0 I I m I I I m I 14'-6 1/8" 8'-10" 4'-6 1/2" I BATH 10'-73/4" z i FRONT YARD' (V .. IN I I COVERED O 00 I 5'-0" I ' DECK BE I I BEDROOM 1/ I m I I 5' P BLIC 00 I , OFFICE 9 Op I UTILITY EASEMEN - ---------f--------------CID '---------I - - - - - - - - - - - - - - - - - - - - - - - co - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------_ I CA ---------- ------------------ - ------- w-o7 W-os ---w-Os w-oa-- ------------------- CA O O O I W-03 a W-02 LIG LL m I I 1 I II II I I I I II II I I I II II I I I I II II I I I II II I I I II II 1 I THE SESHADRI HAN -----------------I— ----------�--------I�-------- ------I-------------� RESIDENCE ----- —T I I II I II I 10481 5' PUBLIC I I CUPERTIINO, CAN AVENUE ' ''GUARDRAIL ' m UTILITY I @ 42 I 95014 EASEMENT I 2 2 I I LO I A-3.0 A4.1 APN: 375-17-047 I N89039'45"E 6'-0"WOOD F N E -- -- - - -- -- 100.00, -- - -- -- - -- - -- -- -- -- -- -- -- - -- -- -- -- PLANS A B C E F H I m D G PROJECT DATA THESE PLANS ARE CONSIDERED PRELIMINARY AND NOT FOR CONSTRUCTION UNLESS THEY BEAR THE ARCHITECT'S SEAL AND DIGITAL SIGNATURE.TLD EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPRIETARY RIGHTS AREA CALCULATIONS TO ALL DESIGNS&INFORMATION IN THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE FIRST FLOOR 982 SOFT ASSIGNED TO ANY THIRD PARTY,WITHOUT FIRST OBTAINING THEEXPRESS WRITTEN PERMISSION OF tobylongdesign m SECOND FLOOR 824 SOFT NORTH ARROW scale HOUSE SUBTOTAL 1,806 SOFT GARAGE 444 SOFT N 1/4"=1%0" SUBTOTAL BUILDING AREA 2,250 SOFT F-0"' MAX FAR 45%OF 5,000 SOFT 2,250 SQFT- COMPLIES m 0 4 8 12 16 FT BASEMENT (NOT COUNTED AGAINST FAR) 1,091 SOFT sheet HEATED BUILDING AREA 2,897 SOFT A 2 ■ TOTAL BUILDING AREA 3,341 SOFT 1 (INCLUDES GARAGE) 1 LEVEL 1 PLAN (C TOBYLONGDESIGN 2020 Community Development Department Planning Division — Cupertino 'CUPLRTIN4 APPROVED Case # -2020-014, A �4SEO ARcy.,TF Approva I Body: Director/Staff �C' ss E. Approva I Date 1 /28/20 Signature Erika 4oveda C-28651 Case Manager 10.3� OF CAL1F0 PP ISSUE DATE FA PLANS V1 090819 FA PLANS V2 091319 FA PLANS V3 091919 FA DRAWINGS V1 100719 FA DRAWINGS V2 020420 50% DESIGN SET V1 021420 50% DESIGN SET V2 022620 50% DESIGN SET V3 041320 PLANNING SUBMITTAL V1 052620 m S89039'45"V VA� PLANNING SUBMITTAL REV1 080620 6'-0"WOODFIENCE I / —— — —— —— —— —— —— —— —— —— —— —— PLANNING SUBMITTAL REV2 091520 2 100.00, 1El�A-3.0 ARCHITECT _ C° O Ip r - - - - N SS z Hm o N O LINE OF WALL BELOW O — XU� 1111I IIIIIII I S � ❑ '� CL0A SS A RATEoD E N iII I IIIIIIII I1 II Q- Y Y o oJwcZo CO SSO LU CIJ COLO C) LO W 0)m W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LO sL PE LINE OF WALL BELOW wROOF Q2'_0" MEMBRANE ROOF ROOF Q SLOPE SLOPE L SLOPE @ 1/4" PER FT. MIN.LOPELU z m SLOPE 1 J W-2 W 2 W W ! COLOQHm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — O DRIVEWAY z SLOPE BELOW 2,_0 I W in Lr1, i ' MASTER I I ' CLOSET MASTER BATH ' 1 MASTER M BEDROOM 2 c it I Q MODULAR FABRICATOR ' BEDROOM BATH T-8 3/8" 5,_0„ 101_0., I I 1 I 1 A-3.0 Cn N I Z I � Y II' ',�IIIIiIIIIII II II I iIII ' O D-20 0 10'-6va^ LINEN 01� �25'-0" Ll of 6'-1 1/2" SLOPE OLEVEL 2 SETBACK 12'4 3/8 m HALL 1? 6 CLOSEGUARDRAIL S @42" O- zOz W 25 OPEN D-16 TO BELOW LINEN O APPROVAL STAMP DIN O O N DECK m 14'-61/4" -------- - - BEDROOM 3 RDRAIL @42 -------- ------ - N 10' ° _, 25'_0" w -0 J O= < LEVEL 2 SETBACK 5-0° Li ROOF Liz SLOPE5' PUBLIC UTILITY mEASEMEN < W 20W-22 Wo -21 - - - - - - - - - - -- - - - - S O - - - UP SLOPE L � ( 0 m i I ROOF 1 II J I I a I THE SESHADRI HAN - - - - - - - - - - - - - - - - - - - - - - - _ - - I ' ---- -- ——————————————————————————— ——————————————————— I RESIDENCE ----- --------- — W 1 10481 JOHNSON AVENUE 5' PUBLIC I W CUPERTINO, CA m UTILITY I J I 95014 EASEMENT 2 I IA-3.0 I APN: 375-17-047 N89 39' 5"E (N)6'-0"WOOD F N E — --� -- -- - - -- -- - - -- - -- -- - -- - -- -- -- -- -- -- -- -- -- - -- 100.00' PLANS m PROJECT DATA THESE PLANS ARE CONSIDERED PRELIMINARY AND NOT FOR CONSTRUCTION UNLESS THEY BEAR THE ARCHITECT'S SEAL AND DIGITAL SIGNATURE.TLD EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPRIETARY RIGHTS AREA CALCULATIONS TO ALL DESIGNS&INFORMATION IN THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE FIRST FLOOR 982 SQFT ASSIGNED TO ANY THIRD PARTY,WITHOUT FIRST OBTAINING THEEXPRESS WRITTEN PERMISSION OF tobylongdesign m SECOND FLOOR 824 SQFT NORTH ARROW scale HOUSE SUBTOTAL 1,806 SQFT GARAGE 444 SQFT N 1/4"=1'-0" SUBTOTAL BUILDING AREA 2,250 SQFT ' "' MAX FAR 45%OF 5,000 SQFT 2,250 SQFT- COMPLIES m 0 4 8 12 16 FT BASEMENT 1,091 SQFT (NOT COUNTED AGAINST FAR) sheet HEATED BUILDING AREA 9,897 SQFT A 2 ■ TOTAL BUILDING AREA 3,341 SQFT 2 (INCLUDES GARAGE) LEVEL 2 PLAN OC TO BYLONGDESIGN 2020 1 Community Development Department Planning Division — Cupertino 'CUPLRTIN4 APPROVED Case # -2020-014, A E. A11C y/, Approva I Body: Director/oStaff vL �eSs E. L0Nc,�� Approva I Date Signature Erika I oveda C-28651 Case Manager �� FN• 10.3X F OF CALJFOEL D !1/41" ISSUE DATE FA PLANS V1 090819 A B C E FT31 I FA PLANS V2 091919 FA PLANS V3 091919 FA DRAWINGS V1 100719 FA DRAWINGS V2 020420 50% DESIGN SET V1 021420 50% DESIGN SET V2 022620 14'-5" 9'-4 5/8" 5'-6 1/2" 1' T-3 3/4" 9'-4 1/4" 50% DESIGN SET V3 041320 PLANNING SUBMITTAL V1 052620 m S89039'45"W PLANNING SUBMITTAL REV1 080620 I u I II I (N)6-0"WOOD FENCE _� -- -- -- -- -- -- I__ —_ __ __ _— -- -- __T-- -- -- -- __ __ I —�— �— I 2 10q.00' E21 A-3.0 2 I ARCHITECT I I A4.0 C° O I U Q m b ss U O N X N I OI --- s�_'_------- ---- r - - --�T_---------- - - -----, ------------------OD I QU ---------------- l rr --- ---------i-- --- - - - - A I i I I LINE OF WALL BELOW i __________� Do I SSCO { O � O I M (� LO o I I I * CO m I N rn LOWER I I S_ ? Ln --------�---- LOWER L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ROOF I M z � O I ROOF I ------------------- O I w > � a � wQ l ro J Q 2'-0n M I w V Q (7 � z m I o I JO LINE OF WALL BELOW N ( m - - - - - - _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - -I - - - - - - - - - - - - - - - of I � O w ------------------- cfl O 7 O JI I L I I I I wI W LU m I I J SKYLIGHT o I I / -I UPPER 0 00 m I I Q MODULAR FABRICATOR ROOF J J I j A4.1 of MEMBRANE ROOF W I A-3.0 A4.0 I o JI CLASS A RATEDLU I i o Z 0 SLOPE @ 1/4" PER FT. MIN. ,I �, O j Cn I O , 2'-0" I CDI IV O I , O ICDO O LrI I ----- ITI ------------------------- I O VJ O � r I I _ I I I O ' Z l Cl) m _________I ______________-,i, _____ I II OO OT APPROVALSTAMPM ---------- --------------- o LOWER SKYLIG ROOF o 0 H ' _n I m I ' RooF nI ' DEC m � BELOW I I I ' 5'-0" l 00 I I 00 m I , 5' PUBLIC O I I O UTILITY LOWER I EASEMEN I ROOF ' LINE OF WALL B __________�__________________�P_ _ 00 o - - - - - - I II ; m I II I I 11 I I I I I I I I 11 I I I I THE SESHADRI HAN ——————— �j RESIDENCE ----- ------- 10481 JOHNSON AVENUE I 11 I I I I I 5' PUBLIC CUPERTINO, CA I I I I 11 I I I I m UTILITY I 95014 I 11 I I I I EASEMENT I 2 2 I I 11 I I I I �-o N89039'45"E ( )6-0"WOOD FENCE ' -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- --� -- -- -- -- -- -- -- -- -- -- -- -- - -- -- - � --A 100.00, B C E F H PLANS m p THESE PLANS ARE CONSIDERED PRELIMINARY AND NOT FOR G PROJECT DATA CONSTRUCTION UNLESS THEY BEAR THE ARCHITECT'S SEAL AND DIGITAL SIGNATURE.TLD EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPRIETARY RIGHTS AREA CALCULATIONS TO ALL DESIGNS&INFORMATION IN THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE FIRST FLOOR 982 SOFT ASSIGNED TO ANY THIRD PARTY,WITHOUT FIRST OBTAINING THEEXPRESS WRITTEN PERMISSION OF tobylongdesign m SECOND FLOOR 824 SQFT NORTH ARROW scale HOUSE SUBTOTAL 1,806 SQFT GARAGE 444 SOFT N 1/4"=1%0" SUBTOTAL BUILDING AREA 2,250 SQFT ' "' MAX FAR 45%OF 5,000 SQFT 2,250 SQFT- COMPLIES m 0 4 8 12 16 FT BASEMENT 1,091 SOFT (NOT COUNTED AGAINST FAR) sheet HEATED BUILDING AREA?,gg7 SQFT A 2 ■ TOTAL BUILDING AREA 3,341 SQFT 3 (INCLUDES GARAGE) 1 ROOF PLAN OC TOBYLONGDESIGN 2020 Community Development Department Planning Division - Cupertino CUPERTINO APPROVED Case# F-2020-014, LEGEND A D ARC/y�T Approva I Body: Director/Staff mac, s N F� 1 �28�20 DUPLEX RECEPTACLE T DATA PORT/WALL v OS E. Lp c, � Approva I Date TELEPHONE OUTLET Signature Erika 4oveda FOURPLEX RECEPTACLE D GARAGE DOOR DATA PAD C-2 8 6 51 Case Manager (�WP WATERPROOF RECEPTACLE TV CABLE/TELEVISION ��T �FN• 10.3A tit �1�P F Op CAL�F� SWITCHED OUTLET SP SPEAKER LOCATION ISSUE DATE (�GFI GROUND FAULT ylll� CIRCUIT INTERRUPTER AV AV CONTROL PAD FA PLANS V1 090819 FA PLANS V2 091319 DEDICATED OUTLET FA PLANS V3 091919 (�DED SINGLE POLE SWITCH FA DRAWINGS V1 100719 yll� FA DRAWINGS V2 020420 D DIMMER SWITCH 50% DESIGN SET V1 021420 ® FLOOR OUTLET T 50% DESIGN SET V2 022620 3 THREE WAY SWITCH 50% DESIGN SET V3 041320 PLANNING SUBMITTAL V1 052620 4V CEILING OUTLET VS PLANNING SUBMITTAL REV1 080620 VACANCY SENSOR ■ EXHAUST FAN W/ INTEGRATED FLUORESCENT LIGHT WEATHER PROOF AND HUMIDISTAT n� SURFACE MOUNTED ARCHITECT v FIXTURE - 2 (.00 O PENDANT U 100 W Q WEATHER PROOF 0 � RECESSED DOWNLIGHT > in X O SURFACE MOUNTED Z U FIXTURE � [\] Q / Y 00 ® RECESSED LIGHT WEATHER PROOF (3) 0 ARC W� WALL MOUNTED LIGHT < ® RECESSED LIGHT-LED FIXTURE %4- Lo MM LIGHTWELL it � ARC R ®L (EGRESS) L_ LU LO RECESSED DIRECTIONAL GDO GARAGE DOOR z p R OPENER W/LIGHT Q Z � O DOWNRIGHT(32W) LU LO l FLEX/CRAFT \ D WALL MOUNTED w g I MOTION ACTIVATED EXT. UU BEDROOM ` SCONCE W/FLOOD LIGHT W/PHOTCELL J � I U 0 FLUORESCENT TUBE O SMOKE DETECTOR Q O (2)TS UNITS @ 54W J J - - - �/ S co R L R L R L GAS LINE CG DETECTORONOXIDE ARC O I I GD GARBAGE DISPOSAL O THERMOSTAT +HB HOSE BIB EXTERIOR DOWNLIGHT D D Q wo MECHANICAL/ELECTRICAL/LIGHTING NOTES �L AL LOWER � � MODULAR FABRICATOR 1 o a LIVING k 1. IN EVERY HABITABLE ROOM AN ELECTRICAL OUTLET SHALL BE INSTALLED SO THAT NO POINT ALONG THE o \ FLOOR LINE ON ANY WALL SPACE IS MORE THAN SIX FEET MEASURED HORIZONTALLY FROM ANY OUTLET IN THAT SPACE, INCLUDING ANY WALL SPACE TWO FEET OR MORE IN WIDTH,THE WALL SPACE OCCUPIED BY FIXED PANELS IN EXTERIOR WALLS,AND FIXED ROOM DIVIDERS AS REQUIRED BY THE CALIFORNIA ELECTRICAL CODE OL \'I ❑ (CEC)ARTICLE 210.52(A)(1)(2)&(3). I \ GAMES 2.AT LEAST ONE WALL SWITCH-CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM, BATHROOM,HALLWAY,STAIRWAY,AND ATTACHED GARAGE OR DETACHED GARAGE WITH POWER AND I I AT OUTDOOR ENTRANCES/EXITS AS REQUIRED BY CEC ARTICLE 210.70(A)(1)&(2). 3.ALL GENERAL-PURPOSE RECEPTACLES MOUNTED AT 12"FROM FLOOR UNLESS OTHERWISE NOTED. S co 4. BRANCH CIRCUIT,FEEDER AND SERVICE CALCULATIONS SHALL BE PER CEC ARTICLE 220. � R L 5. EACH MULTI-WIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES PER 3D i \- - D_��-�� ILARC CEC ARTICLE 210.4(B)&(D). APPROVAL STAMP 3D 1 S CO D 3D �I�JL it Y\ 6. IN ALL AREAS SPECIFIED IN 210.52 EVERY 125-VOLT, 15 AND 20-AMP RECEPTACLE SHALL BE LISTED AS TAMPER-RESISTANT RECEPTACLES PER CEC ARTICLE 406.11. L D / SDP I I _ CLOSET I BAT I 7.ADDITIONAL CIRCUITS ARE REQUIRED FOR THE FURNACE,GARBAGE DISPOSAL,RANGE, OVEN AND DISHWASHER PER CEC ARTICLE 210.52. MECHANICAL CAL I GFI R L ARC BEDROOM 5I 8.SMALL APPLIANCE BRANCH CIRCUITS SHALL BE RATED AT 1500 VA EACH. PER CEC ARTICLE 220.52(A). / 11 OFFICE 9.ALL 120-VOLT, 15 AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN DWELLING UNIT FAMILY ROOMS, �( )) DINING ROOMS,LIVING ROOMS, BEDROOMS,SUNROOMS, RECREATION ROOMS,CLOSETS,HALLWAYS, PARLORS, LIBRARIES OR OTHER SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT I I INTERRUPTER,COMBINATION TYPE DEVICE AS REQUIRED BY CEC ARTICLE 210.12(B). \ TO LIGHT_ / 10.ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS IN KITCHENS OF DWELLING UNITS TO BE GFCI ABOVE - PROTECTED PER CEC ARTICLE 210.8(A)(6). R ARC ARC 7AL�� ARC 11.A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH WALL COUNTER SPACE 12 INCHES OR WIDER. D RECEPTACLE OUTLET SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL IS MORE THAN 24 INCHES, 1 MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET IN THE SPACE PER CEC ARTICLE 210.52(C)(1). 12.AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH ISLAND COUNTER SPACE WITH A LONG DIMENSION OF 24 INCHES OR GREATER AND A SHORT DIMENSION OF 12 INCHES OR GREATER AS REQUIRED BY CEC ARTICLE 210.52(C)(3). LIGHTWELL (EGRESS) 13. COUNTER SPACES SEPARATED BY RANGE TOPS, REFRIGERATORS,OR SINKS SHALL BE CONSIDERED AS SEPARATE COUNTER SPACES AND SHALL MEET THE REQUIREMENTS PER CEC ARTICLE 210.52(c)(1)(2)(3). THE SESHADRI HAN 14. COUNTERTOP RECEPTACLE OUTLET LOCATIONS SHALL BE LOCATED NOT MORE THAN 20 INCHES ABOVE THE RESIDENCE COUNTERTOP. RECEPTACLE OUTLETS SHALL NOT BE INSTALLED IN A FACE UP POSITION IN WORK SURFACES OR COUNTERTOPS. RECEPTACLE OUTLETS RENDERED NOT READILY ACCESSIBLE BY APPLIANCES FASTENED IN 10481 JOHNSON AVENUE PLACE OR APPLIANCES OCCUPYING DEDICATED SPACE SHALL NOT BE CONSIDERED AS THESE OUTLETS. CUPERTINO, CA THESE RECEPTACLES SHALL BE INSTALLED AS REQUIRED PER CEC ARTICLE 210.52(B)(5). 95014 15.AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN EACH BATHROOM WITHIN 3'-0"FROM BASIN.AT APN: 375-17-047 LEAST ONE 20-AMPRE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM RECEPTACLE OUTLETS. BATHROOM OUTLETS SHALL HAVE GFCI PROTECTION AS REQUIRED BY CEC ARTICLE 210.52 (D)210.11 (C)(3)AND 210.8(A)(1). 16. NO PART OF A HANGING FIXTURE IS ALLOWED CLOSER THAN 8 FEET ABOVE THE TUB RIM OR 3 FEET PLANS HORIZONTALLY FROM THE TUB RIM PER ARTICLE 410.4(D), UNLESS LIGHT FIXTURES IN SHOWER ENCLOSURE ARE LABELED"SUITABLE FOR WET LOCATIONS".AT LEAST ONE OUTLET ON A SEPARATE 20-AMP CIRCUIT SHALL BE PROVIDED IN THE LAUNDRY AREA AND SHALL BE WITHIN SIX FEET OF THE INTENDED LOCATION OF THE APPLIANCE AS REQUIRED BY CEC ARTICLE 210.52 (F)AND 210.11 (C)(2). THESE PLANS NT 17.ALL 125 VOLT,SINGLE PHASE 15 AND 20-AMPERE RECEPTACLES INSTALLED WITHIN 6 FEET OF LAUNDRY, CONSTRUCTONRUNLESSITDHEY ERED BEAR TIHENARY ARCHA EDT'3 SEAAL R UTILITY OR WET BAR SHALL BE GROUND FAULT CIRCUIT INTERRUPTED AS REQUIRED BY CEC ARTICLE 210.8 A AND DIGITAL SIGNATURE.TLD EXPRESSLY RESERVES ( ) COMMON LAW COPYRIGHTAND OTHER PROPRIETARY RIGHTS (7). TO ALL DESIGNS&INFORMATION IN THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE 18.VERIFY ALL APPLIANCE ELECTRICAL REQUIREMENTS WITH MANUFACTURER SPECS. ASSIGNED TOANYTHIRD PARTY,WITHOUT FIRSTOBTAINING THEEXPRESS WRITTEN PERMISSION OF tobylongdesign 19. REFERENCE ARCHITECTURAL PLANS FOR ADDITIONAL INFO. 20.ALIGN ALL LIGHTING SWITCH BOX LOCATIONS WITH RECEPTACLE OUTLET LOCATION BELOW WHERE scale POSSIBLE. 21.ALL EXTERIOR LIGHTS SHALL BE CONTROLLED BY A MANUAL ON/OFF SWITCH,A MOTION SENSOR,AND A PHOTOCONTROL NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLES THE PHOTOCONTROL,OR AN ASTRONOMICAL TIME CLOCK NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLES THE ASTRONOMICAL TIME CLOCK. 22. MIN.220 AMP APPLIANCE CIRCUIT IS REQUIRED IN THE KITCHEN, DINNING,PANTRY. NOT TO BE USED FOR 0 4 8 12 16 FT DIRECTLY WIRED APPLIANCES AND NOT TO BE USED FOR ANY OTHER OUTLETS. sheet 23.ALL SMOKE AND SMOKE/CO ALARMS TO BE HARD WIRED AND INTERCONNECTED SO THAT IF ONE ALARM IS ACTIVATED,ALL OTHER ALARMS WILL ACTIVATE. A 2 . 4 1 BASEMENT CEILING AND ELECTRICAL PLAN OC TOBYLONGDESIGN 2020 Community Development Department Planning Division - Cupertino 'CUPLRTIN4 APPROVED Case # -2020-014, LEGEND A ��SED ARCy,T Approva I Body: Director/Staff IL s N Fc` 1 �28�20 (� DUPLEX RECEPTACLE 7 TDATA ELEPHONE WALL E LO C Approva I Date OUTLET v cos III/ Signature Erika4oveda FOURPLEX RECEPTACLE D GARAGE DOOR DATA PAD C-28651 Case Manager I IW WATERPROOF RECEPTACLE CABLE/TELEVISIONNOTE �1T RFN 10 3A Op CALIFOEL "NOT TO SCALE" DIMENSIONS FOR FIXTURE SWITCHED OUTLET sP SPEAKER LOCATION LOCATIONS AND TO CONFIRM PLACEMENT WITH ARCHITECT/OWNER PRIOR TO ISSUE DATE INSTALLATION. ( GFI GROUND FAULT yI-II� CIRCUIT INTERRUPTER AV AV CONTROL PAD FA PLANS V1 090819 FA PLANS V2 091319 DEDICATED OUTLET FA PLANS V3 091919 (�DIED SINGLE POLE SWITCH FA DRAWINGS V1 100719 yll� FA DRAWINGS V2 020420 D DIMMER SWITCH 50% DESIGN SET V1 021420 ® FLOOR OUTLET T 50% DESIGN SET V2 022620 3 THREE WAY SWITCH 50% DESIGN SET V3 041320 PLANNING SUBMITTAL V1 052620 CEILING OUTLET y VS PLANNING SUBMITTAL REV1 080620 VACANCY SENSOR ® EXHAUST FAN W/ INTEGRATED FLUORESCENT LIGHT :ITS DOOR SWITCH AND HUMIDISTAT ARCHITECT GAS WEATHER PROOF (.00 ELECTRIC METER O METER � PENDANT �P SURFACE MOUNTED rn C) 100 W FIXTURE � � Q 0 WEATHER PROOF STAINED WOOD EAVES WP STAINED WOOD EAVES U GFI O 11 F XTUREE MOUNTED RECESSED DOWNLIGHT O Z U AV/MEDI /�� _ELPEE ELECTRIC = R RECESSED LIGHT WEATHER PROOF ¢O O GFI - - GFI O WALL MOUNTED LIGHT RECESSED LIGHT-LED FIXTURE W LO - - - - - _ _ GFI R L R R ® `� LO R L 4t CD R - GARAGE DOOR L_ w o RECESSED DIRECTIONAL GDO Z) CD RECESSED (32W) OPENER W/LIGHT Q Z I w I 3D 3D GFI PANTRY I Q 3D GF DS GFI I I I w WALL MOUNTED MOTION ACTIVATED EXT. w Q 3D SCONCE u W/FLOOD LIGHT W/PHOTCELL J Q LU 3 1 w Q W I R L_ R L 3D D 3D, 1 I p g SMOKE DETECTOR U) Z / ---- 1 O �< FLUORESCENT TUBE O Q Q Q _______ GYP.BD.TYP. R L 0 I U> (2)T5 UNITS @ 54W / GFI CEILING @ 10'-0" > CARBON MONOXIDE m J J R R L R L \ 1 W GAS LINE O DETECTOR r CO roO Z ` D / � \\ I GD GARBAGE DISPOSAL T� THERMOSTAT / ° \ (A GYP.BD.TYP. , I1 REF HB HOSE BIB EXTERIOR DOWNLIGHT CEILING @ 10'-0" GFII I MECHANICAL/ELECTRICAL/LIGHTING NOTES ®® R GFI GFI I MODULAR FABRICATOR R - _JR iDE W GFI L 1.IN EVERY HABITABLE ROOM AN ELECTRICAL OUTLET SHALL BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE ON ANY / I WALL SPACE IS MORE THAN SIX FEET MEASURED HORIZONTALLY FROM ANY OUTLET IN THAT SPACE,INCLUDING ANY WALL R ISLAND L �\ SPACE TWO FEET OR MORE IN WIDTH,THE WALL SPACE OCCUPIED BY FIXED PANELS IN EXTERIOR WALLS,AND FIXED ROOM • / D R _"- - R ® R ` DIVIDERS AS REQUIRED BY THE CALIFORNIA ELECTRICAL CODE(CEC)ARTICLE 210.52(A)(1)(2)&(3). L GFI I 2.AT LEAST ONE WALL SWITCH-CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM,BATHROOM, • I R l R O GFI - GFI- \\1 HALLWAY,STAIRWAY,AND ATTACHED GARAGE OR DETACHED GARAGE WITH POWER AND AT OUTDOOR ENTRANCES/EXITS AS 3D REQUIRED BY CEC ARTICLE 210.70(A)(1)&(2). D 3.ALL GENERAL-PURPOSE RECEPTACLES MOUNTED AT 12"FROM FLOOR UNLESS OTHERWISE NOTED. GFI � 4.BRANCH CIRCUIT,FEEDER AND SERVICE CALCULATIONS SHALL BE PER CEC ARTICLE 220. 11�D 3D '-_____ GFI 5.EACH MULTI-WIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL L D \ UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES PER CEC ARTICLE 210.4(B)&(D). Mks R-� -�L R / R L R L R L 6.IN ALL AREAS SPECIFIED IN 210.52 EVERY 125-VOLT,15 AND 20-AMP RECEPTACLE SHALL BE LISTED AS TAMPER-RESISTANT 3�-�- RECEPTACLES PER CEC ARTICLE 406.11. G i 3D�1 s co �3B3 3 3p D ° I APPROVAL STAMP FI 7.ADDITIONAL CIRCUITS ARE REQUIRED FOR THE FURNACE,GARBAGE DISPOSAL,RANGE,OVEN AND DISHWASHER PER CEC N ARTICLE 210.52. R STAINED WOOD R ARC 8.SMALL APPLIANCE BRANCH CIRCUITS SHALL BE RATED AT 1500 VA EACH.PER CEC ARTICLE 220.52(A).° ° 9.ALL 120-VOLT,15 AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN DWELLING UNIT FAMILY ROOMS,DINING ROOMS, UNDERDECK AlL 1 \\ R R LIVING ROOMS,BEDROOMS,SUNROOMS,RECREATION ROOMS,CLOSETS,HALLWAYS,PARLORS,LIBRARIES OR OTHER SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER,COMBINATION TYPE DEVICE AS S co / STAINED WOOD EAVES REQUIRED BY CEC ARTICLE 210.12(B). \ I I 10.ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS IN KITCHENS OF DWELLING UNITS TO BE GFCI PROTECTED PER CEC 1 I GYP.BD.TYP I ARTICLE 210.8(A)(6). -- ----- GFI CEILING @ 10'-0" IARC -- ----- TO LIGHT I ARC L 11.A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH WALL COUNTER SPACE 12 INCHES OR WIDER.RECEPTACLE OUTLET 7JABOVE / I / SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL IS MORE THAN 24 INCHES,MEASURED HORIZONTALLY FROM A / i TO LIGHT I R L R RECEPTACLE OUTLET IN THE SPACE PER CEC ARTICLE 210.52(C)(1). BELOW 12.AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH ISLAND COUNTER SPACE WITH A LONG DIMENSION OF 24 I R L R INCHES OR GREATER AND A SHORT DIMENSION OF 12 INCHES OR GREATER AS REQUIRED BY CEC ARTICLE 210.52(C)(3). I / � R -- 13.COUNTER SPACES SEPARATED BY RANGE TOPS,REFRIGERATORS,OR SINKS SHALL BE CONSIDERED AS SEPARATE WIP ARC COUNTER SPACES AND SHALL MEET THE REQUIREMENTS PER CEC ARTICLE 210.52(c)(1)(2)(3). I I LWP 14.COUNTERTOP RECEPTACLE OUTLET LOCATIONS SHALL BE LOCATED NOT MORE THAN 20 INCHES ABOVE THE COUNTERTOP. lk W RECEPTACLE OUTLETS SHALL NOT BE INSTALLED IN A FACE UP POSITION IN WORK SURFACES OR COUNTERTOPS. RECEPTACLE UPMHH OUTLETS RENDERED NOT READILY ACCESSIBLE BY APPLIANCES FASTENED IN PLACE OR APPLIANCES OCCUPYING DEDICATED GFIO STAINED WOOD EAVE SPACE SHALL NOT BE CONSIDERED AS THESE OUTLETS. THESE RECEPTACLES SHALL BE INSTALLED AS REQUIRED PER CEC LARTICLE 210.52(B)(5). I I I 15.AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN EACH BATHROOM WITHIN T-0"FROM BASIN.AT LEAST ONE 20-AMPRE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM RECEPTACLE OUTLETS,BATHROOM OUTLETS SHALL �+ �+ HAVE GFCI PROTECTION AS REQUIRED BY CEC ARTICLE 210.52(D)210.11 (C)(3)AND 210.8(A)(1). THE SESHADRI HAN 16.NO PART OF A HANGING FIXTURE IS ALLOWED CLOSER THAN 8 FEET ABOVE THE TUB RIM OR 3 FEET HORIZONTALLY FROM RESIDENCE THE TUB RIM PER ARTICLE 410.4(D),UNLESS LIGHT FIXTURES IN SHOWER ENCLOSURE ARE LABELED"SUITABLE FOR WET 10481 JOH NSON AVENUE LOCATIONS".AT LEAST ONE OUTLET ON A SEPARATE 20-AMP CIRCUIT SHALL BE PROVIDED IN THE LAUNDRY AREA AND SHALL BE WITHIN SIX FEET OF THE INTENDED LOCATION OF THE APPLIANCE AS REQUIRED BY CEC ARTICLE 210.52(F)AND 210.11 (C)(2). CU PERTINO, CA 17.ALL 125 VOLT,SINGLE PHASE 15 AND 20-AMPERE RECEPTACLES INSTALLED WITHIN 6 FEET OF LAUNDRY,UTILITY OR WET BAR 95014 SHALL BE GROUND FAULT CIRCUIT INTERRUPTED AS REQUIRED BY CEC ARTICLE 210.8(A)(7). APN: 375-17-047 18.VERIFY ALL APPLIANCE ELECTRICAL REQUIREMENTS WITH MANUFACTURER SPECS. 19.REFERENCE ARCHITECTURAL PLANS FOR ADDITIONAL INFO.20.ALIGN ALL LIGHTING SWITCH BOX LOCATIONS WITH RECEPTACLE OUTLET LOCATION BELOW WHERE POSSIBLE. PLANS 21.ALL EXTERIOR LIGHTS SHALL BE CONTROLLED BY A MANUAL ON/OFF SWITCH,A MOTION SENSOR,AND A PHOTOCONTROL NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLES THE PHOTOCONTROL,OR AN ASTRONOMICAL TIME CLOCK NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLES THE ASTRONOMICAL TIME CLOCK. 22.MIN.220 AMP APPLIANCE CIRCUIT IS REQUIRED IN THE KITCHEN,DINNING,PANTRY. NOT TO BE USED FOR DIRECTLY WIRED THESE PLANS ARE CONSIDERED PRELIMINARY AND NOT FOR APPLIANCES AND NOT TO BE USED FOR ANY OTHER OUTLETS. CONSTRUCTION UNLESSTHEY BEAR THEARCHITECT'S SEAL AND DIGITAL SIGNATURE.TLD EXPRESSLY RESERVES 23.ALL SMOKE AND SMOKE/CO ALARMS TO BE HARD WIRED AND INTERCONNECTED SO THAT IF ONE ALARM IS ACTIVATED,ALL COMMON LAW COPYRIGHT INFOND RMATION IN H PROPRIETARY RIGHTS TO ALL DESIGNS&INFORMATION IN THESE PLANS.THESE OTHER ALARMS WILL ACTIVATE, PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY,WITHOUT FIRST OBTAINING THEEXPRESS WRITTEN PERMISSION OF tobylongdesign scale 1/4"=1%0" 0 4 8 12 16 FT sheet A 2 . 5 1 LEVEL 1 CEILING AND ELECTRICAL PLAN (C) TOBYLONGDESIGN 2020 Community Development Department Planning Division - Cupertino CUPERTINO APPROVED Case# F-2020-014, LEGEND A ��SEp ARCy�T Approva I Body: Director/StafF mac, s N F� 1 �28�20 DUPLEX RECEPTACLE T DATA PORT/WALL v OS E• Lp C, � Approva I Date TELEPHONE OUTLET 4- Signature Erika 4oveda FOURPLEX RECEPTACLE D GARAGE DOOR DATA PAD C-2 8 6 51 Case Manager NOTE WP WATERPROOF RECEPTACLE �� QF tis TV CABLE/TELEVISION .9T N. 1°.31 F Op CAL%F� "NOT TO SCALE" DIMENSIONS FOR FIXTURE SWITCHED OUTLET sP SPEAKER LOCATION LOCATIONS AND TO CONFIRM PLACEMENT WITH ARCHITECT/OWNER PRIOR TO ISSUE DATE INSTALLATION. ( GFI GROUND FAULT yl.11� CIRCUIT INTERRUPTER AV AV CONTROL PAD FA PLANS V1 090819 FA PLANS V2 091319 DEDICATED OUTLET FA PLANS V3 091919 (�DED SINGLE POLE SWITCH FA DRAWINGS V1 100719 yll� FA DRAWINGS V2 020420 ° DIMMER SWITCH 50% DESIGN SET V1 021420 FLOOR OUTLET ® T 50% DESIGN SET V2 022620 3 THREE WAY SWITCH 50% DESIGN SET V3 041320 PLANNING SUBMITTAL V1 052620 4V CEILING OUTLET VS PLANNING SUBMITTAL REV1 080620 VACANCY SENSOR ■ EXHAUST FAN W/ INTEGRATED FLUORESCENT LIGHT WEATHER PROOF AND HUMIDISTAT n� SURFACE MOUNTED ARCHITECT v FIXTURE Q0O O PENDANT 0') U 100 W Q WEATHER PROOF () � RECESSED DOWNLIGHT > X O SURFACE MOUNTED Z C) FIXTURE � [\] Q / Y In ® RECESSED LIGHT WEATHER PROOF 0 � WALL MOUNTED LIGHT W -® RECESSED LIGHT-LED FIXTURE Ln OLc) x (3) it rn LLI RECESSED DIRECTIONAL GDO GARAGE DOOR C:)) R OPENER W/LIGHT Q O Z DOWNRIGHT(32W) LLI MOTION ACTIVATED EXT. Q WALL MOUNTED W Q SCONCE W/FLOOD LIGHT W/PHOTCELL J Q QU SMOKE DETECTOR FLUORESCENT TUBE S Q O STAINED WOOD EAVES (2)T5 UNITS @ 54W J J co CARBON MONOXIDE - 00 GAS LINE DETECTOR GD GARBAGE DISPOSAL O ARC ARC R THERMOSTAT O ARC o R R �\ _ ARC_ �01 GFI R +HB HOSE BIB 1 / EXTERIOR DOWNLIGHT L \ L 7ALF R L - ARC RL RL w MECHANICAL/ELECTRICAL/LIGHTING NOTES Q I, SKYLIGHT' Dow° / MODULAR FABRICATOR p I *L ®L nL R/ ARC I R L j � i' / �L GYP.BD.TYP. U) 1. IN EVERY HABITABLE ROOM AN ELECTRICAL OUTLET SHALL BE INSTALLED SO THAT NO POINT ALONG THE ARC CEILING @ 9'-0" _LLI; FLOOR LINE ON ANY WALL SPACE IS MORE THAN SIX FEET MEASURED HORIZONTALLY FROM ANY OUTLET IN GYP.BD.TYP. GFI THAT SPACE, INCLUDING ANY WALL SPACE TWO FEET OR MORE IN WIDTH,THE WALL SPACE OCCUPIED BY FIXED W D � GFIW PANELS IN EXTERIOR WALLS,AND FIXED ROOM DIVIDERS AS REQUIRED BY THE CALIFORNIA ELECTRICAL CODE CEILING @ 9'-0" Q I ARC ° v D p ® tR!C 0 (CEC)ARTICLE 210.52(A)(1)(2)&(3). / � �® GFI D�� 2.AT LEAST ONE WALL SWITCH-CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE 3D _ ROOM, BATHROOM,HALLWAY,STAIRWAY,AND ATTACHED GARAGE OR DETACHED GARAGE WITH POWER AND F7 L L D 3D S Ro ° ' LU AT OUTDOOR ENTRANCES/EXITS AS REQUIRED BY CEC ARTICLE 210.70(A)(1)&(2). CO�A ----__ _---- z 3.ALL GENERAL-PURPOSE RECEPTACLES MOUNTED AT 12"FROM FLOOR UNLESS OTHERWISE NOTED. ARC ARC S / ACCESS i il WHRO U)- A HATCH 4. BRANCH CIRCUIT,FEEDER AND SERVICE CALCULATIONS SHALL BE PER CEC ARTICLE 220. \ 5. EACH MULTI-WIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES PER wP 3D S co D CEC ARTICLE 210.4(B)&(D). APPROVAL STAMP GFI r SKYLIGHT ARCrM 6. IN ALL AREAS SPECIFIED IN 210.52 EVERY 125-VOLT, 15 AND 20-AMP RECEPTACLE SHALL BE LISTED AS L R L R TAMPER-RESISTANT RECEPTACLES PER CEC ARTICLE 406.11. RC 7.ADDITIONAL CIRCUITS ARE REQUIRED FOR THE FURNACE,GARBAGE DISPOSAL,RANGE, OVEN AND DECK \J II DISHWASHER PER CEC ARTICLE 210.52. SKYLIGHT I i 8.SMALL APPLIANCE BRANCH CIRCUITS SHALL BE RATED AT 1500 VA EACH. PER CEC ARTICLE 220.52(A). % I 9.ALL 120-VOLT, 15 AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN DWELLING UNIT FAMILY ROOMS, GYP.BD.TYP. DINING ROOMS,LIVING ROOMS, BEDROOMS,SUNROOMS, RECREATION ROOMS,CLOSETS,HALLWAYS, PARLORS, ' CEILING @ 9'-0" \ LIBRARIES OR OTHER SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT SKYLIGHT ARC INTERRUPTER,COMBINATION TYPE DEVICE AS REQUIRED BY CEC ARTICLE 210.12(B). L TO LIGHT kL R 10.ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS IN KITCHENS OF DWELLING UNITS TO BE GFCI BELOW ARC PROTECTED PER CEC ARTICLE 210.8(A)(6). 11.A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH WALL COUNTER SPACE 12 INCHES OR WIDER. RECEPTACLE OUTLET SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL IS MORE THAN 24 INCHES, MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET IN THE SPACE PER CEC ARTICLE 210.52(C)(1). STAINED WOOD EAVES 12.AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH ISLAND COUNTER SPACE WITH A LONG DIMENSION OF 24 INCHES OR GREATER AND A SHORT DIMENSION OF 12 INCHES OR GREATER AS REQUIRED BY CEC ARTICLE 210.52(C)(3). 13. COUNTER SPACES SEPARATED BY RANGE TOPS, REFRIGERATORS,OR SINKS SHALL BE CONSIDERED AS SEPARATE COUNTER SPACES AND SHALL MEET THE REQUIREMENTS PER CEC ARTICLE 210.52(c)(1)(2)(3). THE SESHADRI HAN 14. COUNTERTOP RECEPTACLE OUTLET LOCATIONS SHALL BE LOCATED NOT MORE THAN 20 INCHES ABOVE THE RESIDENCE COUNTERTOP. RECEPTACLE OUTLETS SHALL NOT BE INSTALLED IN A FACE UP POSITION IN WORK SURFACES OR COUNTERTOPS. RECEPTACLE OUTLETS RENDERED NOT READILY ACCESSIBLE BY APPLIANCES FASTENED IN 10481 JOHNSON AVENUE PLACE OR APPLIANCES OCCUPYING DEDICATED SPACE SHALL NOT BE CONSIDERED AS THESE OUTLETS. CUPERTINO, CA THESE RECEPTACLES SHALL BE INSTALLED AS REQUIRED PER CEC ARTICLE 210.52(B)(5). 95014 15.AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN EACH BATHROOM WITHIN 3'-0"FROM BASIN.AT APN: 375-17-047 LEAST ONE 20-AMPRE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM RECEPTACLE OUTLETS. BATHROOM OUTLETS SHALL HAVE GFCI PROTECTION AS REQUIRED BY CEC ARTICLE 210.52 (D)210.11 (C)(3)AND 210.8(A)(1). 16. NO PART OF A HANGING FIXTURE IS ALLOWED CLOSER THAN 8 FEET ABOVE THE TUB RIM OR 3 FEET PLANS HORIZONTALLY FROM THE TUB RIM PER ARTICLE 410.4(D), UNLESS LIGHT FIXTURES IN SHOWER ENCLOSURE ARE LABELED"SUITABLE FOR WET LOCATIONS".AT LEAST ONE OUTLET ON A SEPARATE 20-AMP CIRCUIT SHALL BE PROVIDED IN THE LAUNDRY AREA AND SHALL BE WITHIN SIX FEET OF THE INTENDED LOCATION OF THE APPLIANCE AS REQUIRED BY CEC ARTICLE 210.52(F)AND 210.11 (C)(2). THESE PLANS NT 17.ALL 125 VOLT,SINGLE PHASE 15 AND 20-AMPERE RECEPTACLES INSTALLED WITHIN 6 FEET OF LAUNDRY, CONSTRUCTONRUNLESSITDHEY ERED BEAR TIHENARY ARCHA EDT'3 SEAAL R UTILITY OR WET BAR SHALL BE GROUND FAULT CIRCUIT INTERRUPTED AS REQUIRED BY CEC ARTICLE 210.8 A AND DIGITAL SIGNATURE.TLD EXPRESSLY RESERVES ( ) COMMON LAW COPYRIGHTAND OTHER PROPRIETARY RIGHTS (7). To ALL DESIGNS&INFORMATION IN THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE 18.VERIFY ALL APPLIANCE ELECTRICAL REQUIREMENTS WITH MANUFACTURER SPECS. ASSIGNED TO ANY THIRD PARTY,WITHOUT FIRST OBTAINING THEEXPRESS WRITTEN PERMISSION OF tobylongdesign 19. REFERENCE ARCHITECTURAL PLANS FOR ADDITIONAL INFO. 20.ALIGN ALL LIGHTING SWITCH BOX LOCATIONS WITH RECEPTACLE OUTLET LOCATION BELOW WHERE scale POSSIBLE. 21.ALL EXTERIOR LIGHTS SHALL BE CONTROLLED BY A MANUAL ON/OFF SWITCH,A MOTION SENSOR,AND A PHOTOCONTROL NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLES THE PHOTOCONTROL,OR AN ASTRONOMICAL TIME CLOCK NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLES THE ASTRONOMICAL TIME CLOCK. 22. MIN.220 AMP APPLIANCE CIRCUIT IS REQUIRED IN THE KITCHEN, DINNING,PANTRY. NOT TO BE USED FOR 0 4 8 12 16 FT DIRECTLY WIRED APPLIANCES AND NOT TO BE USED FOR ANY OTHER OUTLETS. sheet 23.ALL SMOKE AND SMOKE/CO ALARMS TO BE HARD WIRED AND INTERCONNECTED SO THAT IF ONE ALARM IS ACTIVATED,ALL OTHER ALARMS WILL ACTIVATE. A 2 . 6 1 LEVEL 2 CEILING AND ELECTRICAL PLAN OC TOBYLONGDESIGN 2020 Community Development Department Planning Division — Cupertino 'CUPLRTIN4 APPROVED Case # -2020-014, LU A z LU U U U U J USED ARCy�T Approva I Body: Director/Staff m co m m } �C,; 5 E. LOIV FC, Approva I Date 1 /28/20 0- cn `U `U q9 LU c''� U Signature Erika I cveda n w w w w 0 C-28651 Case Manager > > > > G_ W W W W J J J J \P 20'-0" 5'0" 5'0" 20'-0" �� FN' 10.3A- 1 F Op CAL%F� TOP OF ROOF TOP OF ROOF 22'-91/2" (212.01') SECOND FLOOR PLATE SECOND FLOOR PLATE ISSUE DATE 21'-51/2" (210.68') — — — -------- ----- -- -------- ---------------------------------- — — — 21'-51/2" (210.68') FA PLANS V1 090819 FA PLANS V2 091319 FA PLANS V3 091919 FA DRAWINGS V1 100719 FA DRAWINGS V2 020420 50% DESIGN SET V1 021420 0 0 0 50% DESIGN SET V2 022620 / 50% DESIGN SET V3 041320 PLANNING SUBMITTAL V1 052620 PLANNING SUBMITTAL REV1 080620 71 ARCHITECT SECOND FLOOR SECOND FLOOR ————————— —————— ————————————————————————————————————— — — — — (O 12'-11 1/2"(201.68') M M 12'-11 1/2"(201.68') OU FIRST FLOOR PLATEri " " FIRST FLOOR PLATE Q 0 — —= — ——————————————— ———————————————————————————— = — — — Q) U H 11'-6 1/4" (200.20')04 \ Q = zQ c� Q0 04 OH LO \� M 0 0 0 � O Cl) W O sLd - WQ ' V FIRST FLOOR - FIRST FLOOR Q 0 ——————— ————— — — — ,`,-,: — ————————————————————————————————— — — — — �O�1'-6 1/4"(190.20') 1'-6 1/4"(190.20') J J m — O O H EXISTING GRADE- 188.54 � EXISTING GRADE- 188.54 INU GRADE- 186.34' G D � MODULAR FABRICATOR 0 4 8 12 16 FT 1 BUILDING CROSS SECTION Z U Y IY U Z } fn Q I Q f APPROVAL STAMP LU I w W � W _CO W U W TOP OF ROOF D_ T U � ——— W TOP OF ROOF - - 0 + J ------------ (V cv J 0---------------------------------------- - - 22'-91/2" (212.01') � I 22'-91/2" (212.01') J J SECOND FLOOR PLATE W W j j W ---- IW --------------------------------------- - SECOND FLOOR PLATE + - - 21'-51/2" (210.68') J I J i 21'-51/2' (210.68') I I I I I I 5'-0" 10'-0" 5'-0" 5'-0" 0 0 o rn I rn I I I SECOND FLOOR I I SECOND FLOOR 12'-11 1/2"(201.68') M co12'-11 1/2"(201.68') FIRST FLOOR PLATE I FIRST FLOOR PLATE 11'-61/4" (zoo.zo') — — — ---- I I — ---�------ � ----------------- — — — 11'-61/4° (zoo.zo') THE SESHADRI HAN RESIDENCE i 10481 JOHNSON AVENUE CUPERTINO, CA 95014 APN: 375-17-047 0 I a I i I I i SECTIONS I I _Q�ALFIRST FLOOR FIRST FLOOR THESE PLANS ARE CONSIDERED PRELIMINARYAND NOT FOR CONSTRUCTION UNLESS THEY BEAR THE ARCHITECT'S SEAL — ------------- ------- — --- — — -------- ---------------------------------------- — AND DIGITAL SIGNATURE.TLD EXPRESSLY RESERVES 1'-6 1/4"(190.20') I 1'-6 1/4"(190.20') COMMON LAW COPYRIGHT AND OTHER PROPRIETARY RIGHTS TO ALL DESIGNS&INFORMATION IN THESE PLANS.THESE NATURAL GRADE - - - PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE NATURAL GRADE ASSIGNED TO ANY THIRD PARTY,WITHOUT FIRST OBTAINING THEEXPRESS WRITTEN PERMISSION OF tobylongdeslgn EXISTING GRADE- 188.63" / EXISTING GRADE- 188.93 scale o AS NOTED 9 8 12 16 FT sheet A 3 . 0 2 BUILDING CROSS SECTION OC TOBYLONGDESIGN 2020 Community Development Department Planning Division — Cupertino 'CUPERTIN4 APPROVED Case # -2020-014, A NOTE LU ��SED ARCty7;,,F Approval Body: Director/StafF "ANY CHANGES TO THE APPROVED COLORS, Y Y z LU Y U U Y 4- s E. LONE Approval Date 1 /28/20 MATERIALS, AND EXTERIOR FINISHES SHALL BE m m m m v Q-os REVIEWED AND APPROVED BY THE CITY OF w LU LU Signature Erika I[oveda (`I I CRTINO PLANNING DIVISION PRIOR TO w N N ( o C-28651 Case Manager INSTALLATION/APPLICATION." p J J PARAPET AT J LU LL w w w w � SKYLIGHT LU J J �Fa 10 3A tit ��P TF OF CAL\FOEi STAINED CEDAR EAVES - PAINTED METAL TRIM 1 TOP OF ROOF TO MATCH WINDOW COLOR TOP OF ROOF 22'-91/2" (212.011) PAINTED METAL TRIM ,- 2r-91/2" (212.01') ISSUE DATE SECOND FLOOR PLATE TO MATCH WINDOW COLOR ------- ------ ------------_ ---- — SECOND FLOOR PLATE FA PLANS V1 090819 21'-5 1/2" (210.68') - 21'-5 1/2" (210.68') FA PLANS V2 091319 WOOD PRIVACY FA PLANS V3 091919 SCREENS INOPERABLE FA DRAWINGS V1 100719 INOPERABLE FA DRAWINGS V2 020420 � 50% DESIGN SET V1 021420 STAINED/PAINTED 50% DESIGN SET V2 022620 WOOD SIDING __ c 50% DESIGN SET V3 041320 PLANNING SUBMITTAL V1 052620 b o PLANNING SUBMITTAL REV1 080620 I ` PLANNING SUBMITTAL REV2 091520 STUCCO COTROL QE E n �GFNL/ FIBERGLASS = ARCHITECT JOINTS(TYP.) \NG�N��i ° o o^ F`F WINDOWS = O SECOND FLOOR �gv�� " `L SECOND FLOOR z rn U — — ————————————— ————————— — — — — ————————————————————— —— 12'-11 1/2"(201.68') ? 12'-11 1/2"(201.68') J �, WOOD PRIVACY M v F- n FIRST FLOOR PLATE - - - - - - FIRST FLOOR PLATE N > p = ——————————————————————— N 11'-61/4" (200.20') - - -' opo o - `- - - 11'-61/4" (200.20') Q O Z U N J - 'o N Q o PAINTED METAL TRIM STUCCO COTROL O --AND FASCIA INOPERABLE .. - JOINTS(TYP.) CV ' o LO o J N * M WOOD PRIVACY o _ - -- w Q Z) CD rn SCREENS w i z o w _ l o Q � o I f� o m SMOOTH INTEGRAL Q COLOR STUCCO Q WAINSCOTING METAL m _ . (NATURAL) Q O ACCENT PANELS -- - L J J FIRST FLOOR WAINSCOTING METAL FIRST FLOOR m V-6 1/4"(190.20') ACCENT PANELS V-6 1/4"(190.20') 0 EXISTING EXISTING EXISTING GRADE- 188.62 GRADE- 188.54' GRADE- 188.52' EXISTING GRADE- 188.42 MODULAR FABRICATOR 0 4 8 16 FT EAST ELEVATION (FRONT) NOTE z "ANY CHANGES TO THE APPROVED COLORS, J MATERIALS, AND EXTERIOR FINISHES SHALL BE REVIEWED AND APPROVED BY THE CITY OF 00 m m in w CUPERTINO PLANNING DIVISION PRIOR TO w w ILL w � APPROVAL STAMP o INSTALLATION/APPLICATION." N N `� 0 > UJ LU LU a LU LU ILL J J TRANSLUCENT J J PARAPET AT PRIVACY SKYLIGHT GLASS TRANSLUCENT ACCECENT METAL PRIVACY GLASS TOP OF ROOF TOP OF ROOF 22'-9 1/2" (212.01') R PLATE SECOND FLOOR PLATE SECOND FLOO 21'-51/2" (210.68') � 21'-51/2" (210.68') STAINED CEDAR I OPERABLE NOPERAE EAVES FIBERGLASS BL WINDOWS WOOD PRIVACY q SCREENS f/ q PAINTED METAL TRIMco J J TO MATCH WINDOW COLOR 19 o q o q o H J c0 co F CD H METAL ACCENT PANELS V) = WOOD PRIVACY STAINED/PAINTED -------- o oLU SCREENS THE SESHADRI HAN AL SECOND FLOOR WOOD SIDING Z SECOND FLOOR RESIDENCE 10481 JOHNSON AVENUE LL —N FIRS12'-1 FLO1/2' OR M CUPERTINO CA FIRST FLOOR PLATE -- ——————— ¢———— FIRST T6F100R200 20) LUSMOOTH INTEGRAL 95014 o COLOR STUCCO APN: 375-17-047 (NATURAL) PAINTED METAL TRIM �_' STUCCO AND FASCIA CONTROL JOINTS ELEVATIONS o STUCCO _STEEL ACCENT PANELS THESE PLANS ARE CONSIDERED PRELIMINARY AND NOT FOR CONTROL JOINTS CONSTRUCTION UNLESS THEY BEAR THE ARCHITECT'S SEAL AND DIGITAL SIGNATURE.TLD EXPRESSLY RESERVES I COMON LAW COPYRIGHTAND OTHER PROPRIETARY RIGHTS TO M ALL DESIGNS&INFORMATION IN THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN � - ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASS IGNEDTOANYTHIRD PARTY,WITHOUT FIRST OBTAINING ----- - THEEXPRESS WRITTEN PERMISSION OF t yon gesi gn ————————————— ————— T — - - ——— — —————— 0 FIRST FLOOR FIRST FLOOR —— ———— V-6 1/4"(190.20') — -- — — — V-6 1/4"(190.20') r scale EXISTING EXISTING GRADE- 188.52' NATURAL GRADE- 188.60 1/4"=V-0" EXISTING GRADE GRADE- 188.39' EXISTING GRADE- 186.3 0 4 8 16 FT sheet A 4 . 0 OC 2 NORTH ELEVATION TOBYLONGDESIGN 2020 Community Development Department Planning Division — Cupertino 'CUPERTINO APPROVED Case # -2020-014, A NOTE W C�S�D ARCy7T Approva I Body: Director/Staff ANY CHANGES TO THE APPROVED COLORS, w Y Y Y Y z `L� s e. LON Fo Approval Date 1 /28/20 MATERIALS, AND EXTERIOR FINISHES SHALL BE J Q a a Q } REVIEW D AND APPROVED BY THE CITY OF } w Signature Erika �oveda G I ERTINO PLANNING DIVISION PRIOR TO w U) ' I� U) I LU a_ C-28651 Case Manager INSTALLATION/APPLICATION." a- ! J I J I J I J IL W I LU I I W I >III ?FN 10.3A tit �P I I I F OF CAI-1F0 4L TOP OF ROOF -- -- TOP OF ROOF 22'-9 1/2" (212.01') — — I - - - - I 22'-9 1/2" (212.01') SECOND FLOOR PLATE SECOND FLOOR PLATE ISSUE DATE 21'-5 1/2" (210.68') ;= 21'-5 1/2" (210.68') j; , ' I E-- +-- -- FA PLANS V1 090819 INOPERABLE INOPERABLE INOPERABLE FA PLANS V2 091319 ------------------- ------- STAINED CEDAR FA PLANS V3 091919 i - I EAVES FA DRAWINGS V1 100719 PAINTED METAL TRIM -___ FA DRAWINGS V2 020420 AND FASCIA I - 50% DESIGN SET V1 021420 ' ` 0 50% DESIGN SET V2 022620 o 9 I I 9 50% DESIGN SET V3 041320 PAINTED METAL TRIM PLANNING SUBMITTAL V1 052620 PLANNING SUBMITTAL REV1 080620 STAINED/PAINTED I TO MATCH WINDOW COLOR PLANNING SUBMITTAL REV2 091520 WOOD SIDINGG.N'E O I ° - - �vve-"/V = ARCHITECT _ SECOND FLOOR — I --------- U, 40 I Z SECOND FLOOR — — — ————————————————————— r `— --------- --- li — -----L F--- OD 12'-111/2"(201.68') c Mo M 12'-11 1/2" 201.68' U FIRST FLOOR PLATE L" I m ` Q -" FIRST FLOOR PLATE 0 N — — — ——— ——— I ——————————— U FJ- 11-6 1/4" (200.20') 11'-6 1/4" i � _ ' o INOPERABLE INOPERABLE N _ > O Q U` I` I I - - ° - - YmV Wo SMOOTH INTEGRAL - COLOR STUCCO w � C) q (NATURAL) o FIBERGLASS o * COCD LU WINDOWS o L- w U') W J C) 10 � z � o _ LU O z > o W Z > b O J. - I' - INOPERABLE w Q I m Z W Q STUCCO CONTROL J J Q JOINTS(TYP.) I I 1 In U Q C5 FIRST FLOOR 1 FIRST FLOOR V-6 1/4"(190.20') 1'-6 1/4"(190.20') I ' I � o Q0 � ISTING EXISTING EXISTING GRADE- 188.97' GRADE- 189.03 GRADE- 188.60' GRADE- 188.39 MODULAR FABRICATOR 0 4 8 12 16 FT 1 WEST ELEVATION (BACK) z w NOTE z Y Y Y J "ANY CHANGES TO THE APPROVED COLORS, Q < < } Of w MATERIALS, AND EXTERIOR FINISHES SHALL BE w w w w I w APPROVAL STAMP o REVIEWED AND APPROVED BY THE CITY OF ( I U) I I U I `� o a CUPERTINO PLANNING DIVISION PRIOR TO -j `" of J J J J d INSTALLATION/APPLICATION." w l w l I w I w J J J J I I I I I I I I AL \ TOP OF ROOF TOP OF ROOF 22'-91/2" (212.01') — — I I I I 22'-91/2" (212.01') SECOND FLOOR PLATE SECOND FLOOR PLATE — — — —— — — 21'-51/2" (210.68) 21'-51/2" 210.68') I I I PAINTED METAL TRIM AND FASCIA I I - I ----------------------- STAINED/PAINTED WOOD SIDING q q FIBERGLASS WINDOWS STAINED CEDAR - EAVES I I = o I I PAINTED METAL c� o M TRIM TO MATCH = THE SESHADRI HAN SECOND FLOOR I I N " I I WINDOW COLOR SECOND FLOOR O RESIDENCE 12'-11 1/2"(201.68') — — ? 12'-111/2"(201.68') FIRST FLOOR PLATE �' I I I I �' FIRST FLOOR PLATE v m 10481 JOHNSON AVENUE — — — — — —————————————— — — — — N -j CUPERTINO, CA I 11'-61/4" (200.20') a- I ------- INOPERABLE � ,' � � - - - I 95014 WOOD PRIVACY W > APN: 375-17-047 SCREENS I I � I 0 SMOOTH INTEGRAL COLOR STUCCO HOT ROLLED STEEL _� (NATURAL) ELEVATIONS ACCENT PANELS — - PAINTED METAL 4 ------- TRIM TO MATCH WINDOW COLOR II THESE PLANS ARE CONSIDERED PRELIMINARY AND NOT FOR INOPERABLE WOOD PRIVACY CONSTRUCTION UNLESS THEY BEAR THE ARCHITECT'S SEAL AND DIGITAL SIGNATURE.TLD EXPRESSLY RESERVES I I SCREENS COMMON LAW COPYRIGHT AND OTHER PROPRIETARY RIGHTS TO ALL DESIGNS&INFORMATION IN THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN -- ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE STUCCO CONTROL ASSIGNED TO ANY THIRD PARTY,WITHOUT FIRST OBTAINING J OI NTS(TYP.) THEEXPRESS WRITTEN PERMISSION OF tobylongdesign FIRST FLOOR FIRST FLOOR — — 1'-6 1/4"(190.20') Y scale U EXISTING EXISTING o 1/4"=V-0" GRADE- 189.00' GRADE- 188.97' EXISTING GRADE- 188.54 EXISTING GRADE- 186.33' 4 8 12 16 FT sheet A 4 . 1 OC TOBYLONGDESIGN 2020 2 SOUTH ELEVATION Communi y Development Department Planning Division - Cupertino SHEET NOTES DIGALKT JDE CUPERTIN4 APPROVED Case # R-2020-014, 2 LD POTABLE WATER LINE TO RESIDENCE, CONFIRM EXACT LOCATION IN THE FIELD ® Landscape Architecture WITH THE GENERAL CONTRACTOR. JAMES D. EDDYASSOCIATES Site Planning � LANDSCAPE IRRIGATION ENGINEERS 762 AlLesso Drive, Approva I Body: rector/Staff 1 P.O. BOX 2299 Approva l Date 10/28/20 2� IRRIGATION POINT OF CONNECTION: CONNECT TO POTABLE WATER PIPING TO I DANVILLE, CALIFORNIA 94526 Ph n e: 925wood, Co.940 1 P:(925) 867-3339 Phone: 925.513.3091 Signature Erik Povecia s89°39'45"w _ _ _ _ _ HOUSE LOCATED IN THIS APPROXIMATE LOCATION. IRRIGATION DEMAND: 5 GPM EMAIL: JDE@EDDYASSOCIATES.COM Cell: 925.383.5703 Case Manager 1Wo.�W Y Y 7- MAXIMUM AT 60-65 MINIMUM STATIC PSI AT THE HOUSE CONNECTION. INSTALL PLANNING-DESIGN-MANAGEMENT u u ii M THE SPECIFIED BACKFLOW ASSEMBLY AS DETAILED. JDE PROJECT NO: 20013 I I I I ❑ � � � �� ,NDSc.�p IRRIGATION CONTROLLER: WALL MOUNT THE SPECIFIED CONTROLLER INSIDE OF ��°\a R°SS C I I GARAGE AND ON GARAGE WALL AS DETAILED ON THESE DRAWINGS. SERVICE �` o° W 2 No. 2078 a n CONTROLLER WITH THE EXISTING 120 V.A.C./15 AMP ELECTRICAL SERVICE PER Of Exp. 1 ' I ELECTRICAL CODE FROM EXISTING ELECTRICAL SOURCE. MOUNT RAIN SENSOR ON * Da . 05. 7 3 I I I WESTERLY EXTERIOR ROOF ON GUTTER. I I I I - - - I I I 'o � 4 r111 r111D rQ 1 f I IRRIGATION LEGEND SYMBOL MODEL NUMBER MFR. PSI GPM RADIUS PRECIP. 0 6 SLEEVE 0 MIN.-MAX. RATE , I X R I C • 6' POP-UP TURF SPRAY (FEET) (IN/HR) oAS DN L HH 21I I I > 4, ® 570Z-6P-PRX-COM/OT-10-H,Q TORO 30 0.51,0.23 8-10 1 .0 IN/HR ZE ® ® ® 570Z-6P-PRX-COM/OT-8-F,H,Q TORO 30 0.66,0.33,0.17 6-8 1 .0 IN/HR ALF_ I - _ C ® 570Z-6P-PRX-COM/OT-5-F TORO 30 0.26 4-5 1 .0 IN/HR v I x 0 EMITTERS TO SHRUBSLA O C • XBD-81 (TO SHRUBS) RAIN BIRD MULTI-OUTLET 30 1 GPH/OUTLET DRIP 1 GPH / I - - - W WWWWWWWWW � W Q LA > C) 5 I W W W W W TREE ROOT WATERING SYSTEM(2 PER TREE1 `PUBLIC W W W W W W W W WLn j o [RWS-B-C-1401]+[RWS-SOCK] RAIN BIRD 30 0.25 BUBBLER 0.5 GPM CO O UTILITY I 1 Cc A MENT / _ - - - - - - - - - C C) SUBSURFACE DRIPPERLINE G -C U - 3 /CO5\/CO1 �G03 CO4 CO2 COG F -SUBSURFACE IRRIGATION FOR SHRUB ZONES: HUNTER SUBSURFACE DRIPPERLINE AS FOLLOWS: HDL-PC PRESSURE -C I HDL-09-12-PC V1 0 c 1 1 11 4 11 4 11 1 11 5 11 1 L - - (12" SPACING)- - J COMPENSATING DRIP LINE, 0.9 GPH, 12" EMITTER SPACING, WITH HUNTER 17MM BARB FITTINGS. INSTALL TUBING AT A00 SPACING OF 10 -12 BETWEEN ROWS UNLESS OTHERWISE NOTED ON THE PLANS, 4 -6 FROM PAVEMENT, WALL, OR LA CD 0 LANDSCAPE EDGE, AND TRIANGULATE THE EMITTER PORTS BETWEEN ROWS. INSTALL EACH ZONE WITH AIR VALVE AND FLUSH VALVE AS INDICATED IN THE DRIPPERLINE CONSTRUCTION DETAILS. PROVIDE Y-4" SOIL COVER. U H EACH DRIPPERLINE TUBING ZONE SHALL INCLUDE THE FOLLOWING ITEMS: PLD-BV HUNTER HOSE END FLUSH DEVICE FOR FLUSHING THE PIPING AT END RUNS OF THE DRIPPERLINE SYSTEMS IRRIGATION INSTALLATION NOTES PLD-AVR HUNTER DRIPPERLINE AIR VENT/VACUUM RELIEF VALVE. INSTALL IN THE MIDDLE OF DRIPPERLINE SYSTEMS TO EXHAUST AIR OR RELIEVE VACUUM 1. PROVIDE INSTALLATION BY PERSONS FAMILIAR WITH IRRIGATION WORK AND UNDER THE SUPERVISION OF A QUALIFIED SUPERVISOR. N ECO-ID HUNTER DRIPPERLINE POP-UP INDICATOR. INSTALL IN DRIPPERLINE SYSTEMS IN A NON-CONSPICUOUS LOCATION TO 2. OBTAIN THE PERMITS REQUIRED AND PROVIDE LABOR AND MATERIALS NECESSARY TO FULLY COMPLETE THE WORK IN ACCORDANCE WITH THE DRAWINGS. INDICATE SYSTEM OPERATION. 3. LOCATE AND PROTECT NEW AND EXISTING UTILITIES PRIOR TO EXCAVATION. WATER METER 4. DO NOT DAMAGE EXISTING UTILITIES, PAVING OR STRUCTURES. PROVIDE THE NECESSARY REPAIRS AT NO ADDITIONAL COST TO THE DEVELOPER. OR FM0625B RAIN BIRD WATER METER (SUB-METER PER MWELO REQUIREMENTS) 5. REMOVE DEBRIS AND ACCUMULATION OF DEBRIS AS A RESULT OF IRRIGATION CONSTRUCTION FROM THE SITE AND LEAVE AREA IN A CLEAN CONDITION ACCEPTABLE TO THE DEVELOPER. VALVES 8 RP-501-1 A.R.I. NYLON COMPOSITE REDUCED PRESSURE BACKFLOW ASSEMBLY WITH BALL VALVES. AVAILABLE DIRECT O 6. MAINTAIN SITE FOR SPECIFIED CALENDAR DAYS FOLLOWING ACCEPTANCE OF THE WORK BY THE DEVELOPER AND MAKE CORRECTIONS OR REPAIRS TO THE IRRIGATION AS DIRECTED BY THE DEVELOPER AT FROM UNITED BACKFLOW SOLUTIONS, PHONE: (954) 980-9850 O a o THE COMPLETION OF THE MAINTENANCE PERIOD. REFER TO LANDSCAPE SPECIFICATION FOR CALENDAR DAYS OF MAINTENANCE PERIOD. ) ,�5 [700-1]+[ELF-T10-N01] IRRITROL 1" MASTER CONTROL VALVE, NORMALLY CLOSED, AND CST "ELF" 1" FLOW SENSOR. PROVIDE TWO z 7. THE DRAWINGS ARE DIAGRAMMATIC. EQUIPMENT SHOWN IN PAVING IS FOR CLARITY ONLY - INSTALL IN PLANTING AREAS WHERE POSSIBLE. DUE TO THE SCALE OF THE DRAWINGS, ALL OFFSETS, FITTINGS, SEPARATE WIRES TO FLOW SENSOR. 2 SLEEVES, ETC. WHICH MAY BE REQUIRED ARE NOT INDICATED. INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING THE CONTRACT WORK INCLUDING OBSTRUCTIONS GRADE DIFFERENCES OR s AREA DIFFERENCES WHICH MAY HAVE NOT BEEN CONSIDERED IN THE ENGINEERING. WHERE FIELD CHANGES EXIST, COORDINATE THE INSTALLATION WORK ACCORDINGLY BY NOTIFICATION AND APPROVAL OF 700-1 IRRITROL 1" GLOBE REMOTE CONTROL VALVE FOR USE AT SPRAY AND BUBBLER ZONES. C G o � o � -� THE DEVELOPER'S AUTHORIZED REPRESENTATIVE AS PER THE CONTRACT SPECIFICATIONS. COORDINATE IRRIGATION CONTRACT WORK WITH ALL APPLICABLE CONTRACTORS FOR THE LOCATION AND INSTALLATION O ° � op_ 700DK-1-LF IRRITROL 1" GLOBE REMOTE CONTROL VALVE WITH 1 " FILTER AND REGULATOR FOR USE AT EMITTER ZONES. G1 L L ° ° OF PIPE CONDUIT OR SLEEVES OF PIPE CONDUIT OR SLEEVES THROUGH OR UNDER WALLS ROADWAYS PAVING STRUCTURE ETC. BEFORE CONSTRUCTION. ASSUME FULL RESPONSIBILITY FOR REQUIRED o J 3L REVISIONS IF THESE NOTIFICATIONS ARE NOT PERFORMED. ►� Go 78-137-01 APOLLO 1.5" BALL VALVE WITH SQ. HEAD NUT (PLACE IN THE OPEN POSITION) 8. THE INTENT OF THIS IRRIGATION SYSTEM DESIGN IS TO PROVIDE THE MINIMUM AMOUNT OF WATER REQUIRED TO SUSTAIN GOOD PLANT HEALTH. 0 U L L _G O O �O O L a.-L v 9. PROGRAM THE CONTROLLER TO PROVIDE THE MINIMUM AMOUNT OF WATER NEEDED TO SUSTAIN GOOD PLANT HEALTH. MAKE ADJUSTMENTS TO THE PROGRAM FOR SEASONAL WEATHER CHANGES, PLANT CONTROLLER ° L MATERIAL WATER REQUIREMENTS MOUNDS AND SLOPES SUN SHADE AND WIND EXPOSURES. a� © [MC-8-E]+ CONTROLLER ASSEMBLY CONSISTING OF A WALL MOUNT IRRITROL MC-E CONTROLLER IN A METAL CABINET C a= O� �a } 10. 120 VOLT A.C. (2.5 AMP DEMAND) ELECTRICAL SERVICE TO IRRIGATION CONTROLLER LOCATION TO BE PROVIDED UNDER ELECTRICAL CONTRACT WORK. IRRIGATION CONTRACTOR TO MAKE FINAL CONNECTION WITH 8 STATIONS AND RAIN SENSOR, WIRELESS, ROOF MOUNT PER IRRITROL DIRECTIONS. O P F"L Q a O D O o E r FROM ELECTRICAL OUTLET TO CONTROLLER AND PROVIDE PROPER GROUNDING PER CONTROLLER MANUFACTURER'S INSTRUCTIONS. ® [RS-1000] G a11 �_ L O Q V J O 11 . INSTALL NEW BATTERIES IN CONTROLLER TO RETAIN PROGRAM IN MEMORY DURING TEMPORARY POWER FAILURES. USE QUANTITY, TYPE, AND SIZE REQUIRED AS PER CONTROLLER MANUFACTURER'S 6 Q INSTRUCTIONS. NOTE: SOME CONTROLLERS WILL NOT REQUIRE ANY ALKALINE BATTERY BACKUP. CONTROLLER STATION NUMBER •� 12. IRRIGATION CONTROL WIRE: SOLID STRAND COPPER WITH U.L. APPROVAL FOR DIRECT BURIAL IN GROUND, SIZE AWG-UF #14-1. COMMON GROUND WIRE: WHITE INSULATING JACKET. CONTROL WIRE: FLOW (GPM) INSULATING JACKET OF COLOR OTHER THAN WHITE. SPLICES: MADE WITH 3M-DBY SEAL PACKS. REMOTE CONTROL VALVE SIZE 13. INSTALL TWO (2) SPARE WIRES OF A DIFFERENT COLOR ALONG THE ENTIRE MAIN LINE. LOOP 36" EXCESS WIRE INTO EACH SINGLE VALVE BOX. WEATHERPROOF UNUSED WIRE ENDS. SLEEVES AND PIPE » - - - - - - - - - MAIN LINE: 1.5-INCH DIA., 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40 PVC PLASTIC Ln C 14. SPLICING OF 24 VOLT WIRES IS NOT PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 36 LONG, 1 DIAMETER COIL OF EXCESS WIRE AT EACH SPLICE AND A 36 LONG EXPANSION LOOP EVERY 100 FEET SOLVENT WELDED FITTINGS. 18-INCH SOIL COVER, 18-INCH UNDER PAVEMENT. Un CD E ALONG WIRE RUN. TAPE WIRES TOGETHER EVERY TEN FEET. TAPING OF WIRES IS NOT REQUIRED INSIDE SLEEVES. CD 0 15. PLASTIC VALVE BOXES ARE TO BE GREEN IN COLOR WITH BOLT DOWN, NON-HINGED COVER MARKED "IRRIGATION". BOX BODY SHALL HAVE KNOCK OUTS. DO NOT SAWCUT FOR ANY REASON. LATERAL LINE: 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40 PVC PLASTIC SOLVENT WELDED o 0) FITTINGS. 12-INCH SOIL COVER, 18-INCH UNDER PAVEMENT. SIZE 1-INCH UNLESS OTHERWISE NOTED. 16. INSTALL REMOTE CONTROL VALVE BOXES 12" FROM WALK, CURB, BUILDING OR LANDSCAPE FEATURE. EACH BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, ETC. SHORT SIDE OF RECTANGULAR 0 C VALVE BOXES SHALL BE PARALLEL TO WALK, CURB, ETC., SEE BOX INSTALLATION DETAIL. -------------------- SLEEVE: 1120-SCHEDULE 40 PVC PLASTIC PIPE. COVER TO BE EQUAL TO PIPE DEPTH OF COVER. 0- -- ---- ---- ---- ---- -- SIZE 2-INCH UNLESS OTHERWISE NOTED. j 17. VALVE LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC. INSTALL IN GROUND COVER/SHRUB AREAS. 0 18. FLUSH AND ADJUST EMITTER HEADS FOR EFFICIENT PERFORMANCE. PREVENT WATER ON THE WALKS AND PAVEMENT. o Ln 19. IRRIGATION HEAD LAYOUT AND PIPING AS SHOWN ON THE DRAWINGS IS INDICATIVE OF THE WORK TO BE INSTALLED. IRRIGATION HEADS, AND PIPING AT CERTAIN LOCATIONS MAY REQUIRE FIELD CD CCD ADJUSTMENT TO PREVENT HARM TO TREE ROOTS AND INTERFERENCE OF TREES TO THE CONSTRUCTION. CD - Lcd o &u 20. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN ON THE DRAWING. VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE V __� WATER PRESSURE INDICATED ON THE DRAWING AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE DEVELOPER'S AUTHORIZED REPRESENTATIVE. _0 V) 0 21. IRRIGATION DEMAND: 5 MAXIMUM GPM AT A MINIMUM OF 60 DYNAMIC PSI. CONTRACTOR SHALL VERIFY THE PRESSURE PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE GENERAL �I CONTRACTOR OF ANY VARIANCE TO THE STATED STATIC PRESSURE. DESIGN ADJUSTMENTS MAY BE REQUIRED TO PROVIDE THE PROPER WORKING PRESSURE. shut: U 22. PIPE SIZING SHOWN ON THE DRAWINGS IS TYPICAL AND FOR REFERENCE ONLY. AS FIELD CHANGES IN THE LAYOUT OCCUR DURING STAKING AND CONSTRUCTION ADJUST THE SIZE ACCORDINGLY. DO NOT EXCEED 5 FPS. 14 U) 23. PIPE THREAD SEALANT COMPOUND: PERMATEX 51 OR RECTOR SEAL T+2. • 0o cta oz o� 0' 2' 4' 8' 16' of 5 Shuts Communi y Development Department Planning Division - Cupertino tUPERTINQ APPROVED JDE Case # R-2020-014, Landscape Architecture DAMES D. EDDYASSOCIATES Site Planning LANDSCAPE IRRIGATION ENGINEERS 762 Altesso Drive, Approva I Body: Director/Staff P.O. BOX 2299 pp 10/28/20 DANVILLE, CALIFORNIA 94526 Brentwood, Cca. .3091 94513 A royal Date NOTES: P:(925) 867-3339 Phone: 925.513.3091 Signature Erik Poveda 1 . NIPPLES AND FITTINGS TO BE SAME IPT SIZE AS BACKFLOW ASSEMBLY. EMAIL: JDE@EDDYASSOCIA TES.COM Ce11: 925.383.5703 Case Manager 2. TO PREVENT THE UNIT FROM FROST DAMAGE: INSTALL A FREEZE PREVENTATIVE BLANKET OVER 3 2 PLANNING-DESIGN-MANAGEMENT BACKFLOW ASSEMBLY. COLOR: GREEN (POLAR PARKA OR EQUAL). JDE PROJECT NO: 20013 _ 3. DETERMINE THE STATIC PRESSURE. IF THE STATIC PSI IS LESS THAN 70 PSI: INSTALL THE BACKFLOW O \'p,WSCgpF -III-III-III-III II-III-III-III- �� a Ross q� AS DETAILED. IF THE STATIC PSI IS GREATER THAN 85 PSI: INSTALL A WILKINS 60OL-1 " PRESSURE -IiI=1T1=1T1= ITl=lil=lil= �`� o '-III=III=11 1=III=III=' �' o NOTE: METER MAY NOT BE SHOWN WITH ACTUAL METER CONNECTIONS. USE SCH 80 PVC FITTINGS AS REQUIRED TO ADAPT. REDUCING VALVE ON THE DOWNSTREAM VERTICAL LEG OF THE ASSEMBLY. ADJUST PSI TO DISCHARGE �1-III= 7 w z No. 2071 N m 1 III III � Exp. i AT 65 PSI. MAKE SURE THAT THE HOUSE WATER LINE AT THE ENTRY TO THE HOUSE DOES NOT =III -ITI- * Da . 05. 7 RECTANGULAR PLASTIC VALVE BOX - ALREADY HAVE A PRESSURE REDUCING VALVE UPSTREAM OF THE IRRIGATION POINT OF CONNECTION. 11I11111 ITI 6 s, INSTALL FLUSH WITH FINISH GRADE = IITI WATER METER REFER TO 5 •, ,. SCH 80 PVC THREADED UNION RP BACKFLOW ASSEMBLY IRRIGATION FLOW 10 FINISH GRADE (COMPOSITE PLASTIC) _ � LEGEND A.R.I RP-501-1 " _ - - =1 =1 =1 I I _ 1 PVC SCH 80 90° STREET ELBOW, 8 IIIIIIIIIIIIIIIIIIIIIII III III III= I I =III=III T PVC SCH 80 NIPPLE, 2 TOTAL FIPT CONNECTIONS II�IIIIIIIIIII ( ) FLOW III-III= SCH 80 PVC TOE NIPPLES, 2 6 LONG, BOTH SIDES = = PVC SCH 80 UNION, BOTH SIDES 9 _ � 0000000000000 � / » 1�1_I�I_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9-1 2 -III-III IIIIIII TOTAL (LENGTH AS REQUIRED). WEATHERPROOF = _ (FIPT CONNECTIONS) REFER TO = ,III- COVER III III III III III III III III III IRRIGATION SCHEDULE 80 PVC THREADED 12 PVC SCH 80 NIPPLE, TBE, III IIII III IIII III IIII III IIII III III LENGTH AS REQUIRED, BOTH SIDES I-III-III_III_III-III-III_III_III-III-III_III_III-III-III_III_III-III-III_II LEGEND 45° ELBOWS-4 TOTAL MINIMUM ( ) 4 FINISH GRADE PVC MAIN _ ITEM LIST AND INSTALLATION NOTES: C � 4"f2" LINE III IIIIIII III IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII III III II 1. 14 X 19 RECTANGULAR PLASTIC VALVE BOX WITH PLASTIC BOLT-DOWN LID. INSTALL O O REFER TO =III III III III III III III III III III III IIII VALVE BOX FLUSH WITH FINISH GRADE IN TURF AND 1 ABOVE FINISH GRADE IN C� - - - - II-III-II II-III-III=III=III=III=III=III=11 II=III=1 PVC MAIN LINE TO MASTER SHRUB AREAS. V1 IRRIGATION -III III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIII; 2. FINISH GRADE � � .0 -I LEGEND VALVE OR IRRIGATION - = SYSTEM VALVES 3. BALL VALVE � CO O 4. PVC MAIN LINE (SIZE AND TYPE PER SPECIFICATIONS) = 0 L PVC MAIN LINE SCH 80 PVC TOE NIPPLE WITH SCH 40 5. COMMON BRICK (4 TOTAL-ONE AT EACH CORNER)-KEEP BRICKS AWAY FROM PIPE 0 U COMMON BRICK AT EACH PVC FEMALE ADAPTER, BOTH SIDES a. 6. PEA GRAVEL BASE (4" DEEP) G O CORNER OF BOX- 4 TOTAL PROVIDE 4" OF CLEARANCE BETWEEN PVC MAIN LINE TO PVC SCH 80 90° ELBOW, BOTH SIDES, 7. PVC SCH 80 TOE NIPPLE, 2 TOTAL, SIZE EQUAL TO BALL VALVE LA WIRE MESH TO PREVENT GOPHER INTRUSION, METER BOTTOM AND PEA GRAVEL IRRIGATION SYSTEM FIPT X SOCKET CONNECTION 8. PVC SCH 80 45 DEGREE ELL (4 TOTAL-SxS)-REDUCING ELL AS NEEDED O 0 POINT OF GALVANIZED STEEL, 1/2" MESH, 19 GAUGE PEA GRAVEL-4" DEEP (NO SOIL IN VALVE BOX) CONNECTION CONCRETE SUPPORT/THRUST 9. PVC MAIN LINE PIPE NIPPLE (2 TOTAL) LA CD 0- BLOCK, BOTH SIDES 10. WIRE MESH TO PREVENT GOPHER INTRUSION, GALVANIZED STEEL, 1/2 MESH, 19 O U GAUGE 1 2 3 ~ IRRIGATION SUB-WATER METER REDUCED PRESSURE PRINCIPLE BACKFLOW ASSEMBLY F.I.P.T. BALL VALVE NOTTO SCALE DO NOT COPY WRHOUTWRITTENPEWISSIONOFJOE t NOT TO SCALE DO NOT COPY WRHOUTWRITT I' MMONOFJOE© NOT TO SCALE DO NOT COPY WRHOUTWRITTENPERMISSIONOFJOE'c tew NOTES: 1. CONTROLLER 2. INTERIOR FLOOR 3. 1/2" UL APPROVED ELECTRICAL CONDUIT, RING NUT AND JUNCTION BOX FOR 120 VAC 4. PVC SCH. 40 ELECTRICAL CONDUIT AND SWEEP ELLS (SIZE AS REQUIRED) 5. PVC SWEEP ELL (DEPTH AS REQUIRED)-EXTEND TO EXTERIOR PLANTER AND TERMINATE 6. 14 AWG-UF CONTROL WIRE TO REMOTE CONTROL VALVES FLUSH WITH GRADE IN TURF ZONES; 7. INTERIOR SURFACE FOR MOUNTING OF CONTROLLER t 8. LOCKABLE ON/OFF SWITCH FOR CONTROLLER SERVICE ., a o N 1 ABOVE GRADE IN SHRUB ZONES 9. PLASTIC LB BOX FOR WIRE 3 6 a °oo= � 10. DRILL THROUGH SHEETROCK AND WALL SIDING FOR INSTALLATION OF CONDUIT. USE EXPANDING °-° - }� 3 1 14 3 .LA �J_ INSULATION FOAM TO SEAL CONDUIT AT INTERIOR AND EXTERIOR WALL. N �� _� a� �� a 11. EXTERIOR CONCRETE WALK, WHERE APPLICABLE , ° Ii=III=III=III=III II=III=III=III= NOTE: ELECTRICAL WORK MUST CONFORM TO ELECTRICAL CODES. REFER TO MANUFACTURER'S s I -ITIITIITI=ITI ITIITI1 11 0 3 v J=ITI=ITI=ITI= =ITI=ITI=ITI=_ INSTALLATION INSTRUCTIONS FOR FURTHER REQUIREMENTS. V ° ° O N-.0N Q C -III-III-III-III I I-III-III-III-I I � o � o O =1 =1 =1 =1 IIIIIIIII-III o 8 A 0 III-III-III-III-I I ¢r o o ITIITIITI1ITiITi=ITi- 9 C N o Q g -ITiITi=IIII I 11ITIITI1 1 11 I a�� - �=ITi=ITi=ITi- Ti-ITI-ITI-ITi= O -ITITITIT 1ITIITIITII CONTROLLER o r 10 -1 -1 -I 3„ Ti-ITI-ITI-ITi- o 1 o o 0 s � oos3 O • 0= O p 6 2 &OH 0 U' 4 0 Vi0� ` 0- o �-0 ao�2 o 0- '0taL 1, 7 7 2 9 15 11 12 2 7 0 3 ITEM LIST AND INSTALLATION NOTES: 50 +2 9 o 1. VALVE CONTROL WIRE - PROVIDE 3M DBY SEAL PACKS AT SPLICES, 36" OF EXCESS 12. CST FLOW METER AS SPECIFIED IN LEGEND. WIRE TO CONTROLLER AS DIRECTED BY CST. o OF WIRE IN A 1" DIAMETER COIL AND VALVE ID TAG 13. PVC MAIN LINE TO IRRIGATION SYSTEM 4 -0 2. UNION, PVC SCH 80, MIPT X THREAD, 2 TOTAL, KBI U-XXXX-TMV SERIES 14. #14 AWG-UF FLOW SENSOR CONTROL WIRE FROM FLOW SENSOR TO CONTROLLER. DO NOT SPLICE 3 3. FINISH GRADE SENSOR CABLE BETWEEN CONTROLLER AND FLOW SENSOR OR EXCEED 2000 FEET OF WIRE. G o 4. MALE ADAPTER, PVC (SCHEDULE AS SPECIFIED IN IRRIGATION LEGEND) 15. METAL WIRE MESH TO PREVENT GOPHER INTRUSION, 1/2" MESH, 19 GAUGE, GALVANIZED 1 1 5. PVC MAIN LINE FROM BACKFLOW PREVENTION ASSEMBLY 8 2 6. REFER TO IRRIGATION LEGEND OR SPECIFICATIONS FOR SOIL COVER, TYP BOTH SIDES Q 7. COMMON BRICK, 4 TOTAL, INSTALL AT EACH CORNER OF VALVE BOX 8. VALVE BOX, PLASTIC, RECTANGULAR WITH BOLT-DOWN LID. INSTALL BOX AS SHOWN IN ° O 0 BOX INSTALLATION DETAIL. TOP DIMENSION 11-3/4" X 17" X 12" DEEP. 9. MASTER CONTROL VALVE WITH FLOW CONTROL AND MANUAL BLEED (SIZE AS SPECIFIED ° 18"f3" o z IN IRRIGATION LEGEND OR SPECIFICATIONS) o � 10. ELBOWS (45 DEG), NIPPLES (TBE), PVC SCH 80, THREADED, AS REQUIRED 10 6 0 11. PEA GRAVEL - 6" DEEP BELOW VALVE (NO SOIL IN VALVE BOX) 5 G O Tn 4 1'MASTER CONTROL VALVE&FLOW SENSOR 5 INTERIOR WALL MOUNTED CONTROLLER sheet: 3 NOT TO SCALE NOT TO SCALE DONOTCOP WITHOUTWRf TEN PQQAISSION OFJOE©� DO NOT COPY WITHOUT WRITTEN PFPMISSION OF JDE :N N O Of 102 L 7 O O O Z O 2-L� of 5 sheets Communi y Development Department Planning Division - Cupertino cueE:rRTIno APPROVED JDE HWR Case # R-2020-014 _ _•_ .... ALVE AND FLUSH VALVE MAY BE PLACED ON FINISH GRADE WITHOUT THE VALVE BOX AS AN ALTERNATE METHOD. Landscape Architecture JAMES D. EDDYASSOCIATES Site Planning LANDSCAPE IRRIGATION ENGINEERS 762 A Lesso Drive, Approva I Body: Director/Staff P.O. BOX 2299 Approval Date 10/28/20 O FINISH GRADE DANVILLE, CALIFORNIA 94526 Phone: 925.513.3091 Signature Erik (Poveda 1 ) 2 ROUND EMAIL.- O925) 867-3339 Cell: 925.383.5703 NT Case""a°age1 6 ROUND OVALVE BOXPLAINNING-DE SIGN-MANAGEMENT 2 O VALVE BOX JDE PROJECT NO: 20013 :. ... O p,WSCgpF OAIR/VACUUM 3 HUNTER PLD-BLNK 3 0� ' :. :. : ;;•.: 2 15 13 12 11 10 8 7 3" MIN. 13 1 1 10 8 7 3" MIN. ��`��Da Ross ��`ti� RELIEF VALVE o ; � O TUBING z No. 2078 N 1 Exp. 1 � * Da . 05. 7 4 3/4"MPT x 1/2"FPT II II II II II II III III III III III III III III III III III s� 4 BUSHING IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII VI/ IIIREFER TO = _ _ _ _ REFER TO 14IRRIGATIONDRIPLINE TUBING ; ;1 ;1 11 O HUNTER PLD-BV LEGEND LEGEND O BARBxBARB 17 15 ©ADAPTER TEE o o SHUT OFF VALVE -. REFER TO REFER TO _t O IRRIGATION IRRIGATION • d.HALF BRICK SUPPORTS (3) l o HALF BRICK LEGEND LEGEND ® O SUPPORTS 3 18 3 1 6 3 8 3/4 GRAVEL D 8 7 SUMP DDoD Do oDoD oDDoD DoDoD� 1 DoDDDoD Do oDoDoD oDDoD 1 5 6 5 5 2 4 3/4" GRAVEL SUMP g D 9� DDD DD DDT DDD DD DD � o 0 0 -� o 0 0 0 0 0 0 :6 AIR RELIEF TUBING 2 MANUAL FLUSH VALVE SCALE: 1 .5" = 1 '-0" `� SCALE: 1 .5" = 1 '-0" `� 5 6 9 19 16 2 5 6 9 17 14 2 0 O NOTES: (REFER TO BUBBLED NUMBERS NOTES: (REFER TO BUBBLED NUMBERS 0 C Ln ICZ DRIP CONTROL ZONE SOD STAKE INSTALLED 8 FT 1. PVC MAIN LINE PIPE 1. PVC MAIN LINE PIPE N > C) KIT, SIZE PER PLAN, ON CENTER OVER TUBING 2. TEE OR ELL, PVC SCH 40, SxT 2. TEE OR ELL, PVC SCH 40, SxT d_- (-- Cc(1 " KIT SHOWN) 3. NIPPLES (2), TBE, LENGTH AS REQUIRED AND ELL, PVC SCH 80, TxT 3. NIPPLES (2), TBE, LENGTH AS REQUIRED AND ELL, PVC SCH 80, TxT O GROUNDCOVERS OR SHRUBS, 4. BALL VALVE, KBI LT-1000-T, SCH 80 4. BALL VALVE, KBI LT-1000-T, SCH 80 Ln PVC / TUBING CONNECTION SEE PLANTING PLANS 5. NIPPLES, TBE, PVC SCH 80, TxT (TYPICAL, LENGTHS AS REQUIRED) 5. NIPPLES, TBE, PVC SCH 80, TxT (TYPICAL, LENGTHS AS REQUIRED) G o U 6. EMITTER CONTROL VALVE 6. REMOTE CONTROL VALVE HDL BLANK TUBING FINISHED GRADE 7. ID TAG 7. ID TAG � AS SUPPLY HEADER LA - � p •. �: : : AMENDED SOIL 8. WATER PROOF CONNECTION (1 OF 2) 8. WATER PROOF CONNECTION (1 OF 2) D HDL SUBSURFACE 9. LOW VOLTAGE WIRE FROM CONTROLLER AND ON TO NEXT RCV, CONTROL AND COMMON 9. LOW VOLTAGE WIRE FROM CONTROLLER AND ON TO NEXT RCV, CONTROL AND COMMON LA �O IRRIGATION TUBING, 5/8" = 10. 30-INCH LINEAR LENGTH OF WIRE COILED 10. 30-INCH LINEAR LENGTH OF WIRE COILED DRIP LINE TUBING =I 1=III=1I1=1I1= I1=1I1=1I1=1I -' 11. PLASTIC WYE STRAINER WITH FLUSH VALVE 11 . UNION PVC SCH 80 MIPT X SOCKET NDS KBI U-XXXX-SMV SERIES v III= I III=III-III-III I I III-I 11=1 I I I I III=�SITE SOIL O �I I� II II II II II II; 11 12. PRESSURE REDUCING VALVE TO PROVIDE 30-40 PSI AT ALL EMITTERS. 12. RECTANGULAR PLASTIC VALVE BOX WITH WITH BOLT DOWN LID. 12"x17"x12" DEEP. OLD CASTLE D PLD-TEE, 5/8" BARB X PLD-ESD SUBSURFACE 13. UNION, PVC SCH 80, MIPT X SOCKET, NDS (KBI) U-XXXX-SMV SERIES (CARSON) 1419 OR EQUAL. INSTALL BOX AS SHOWN IN BOX INSTALLATION DETAIL. BARB X BARB TEE FITTING 14. RECTANGULAR PLASTIC VALVE BOX WITH WITH BOLT DOWN LID. 15-3/4 x25-1/4 x12 DEEP. OLD 13. FINISH GRADE TOP OF MULCH PER PLANS IRRIGATION TUBING, 5/8 CASTLE (CARSON) 1324 OR EQUAL. INSTALL BOX AS SHOWN IN BOX INSTALLATION DETAIL. 14. PEA GRAVEL BASE, 6" DEEP, NO SOIL IN VALVE BOX. PLD-BV, 5/8" BARBED DRIP LINE TUBING 15. FINISH GRADE/ TOP OF MULCH 15. COMMON BRICK, 1 AT EACH CORNER OF BOX SHUT-OFF / FLUSH VALVE INSTALLATION DEPTH (D): 16. PEA GRAVEL BASE, 6" DEEP, NO SOIL IN VALVE BOX. 16. PVC LATERAL LINE PIPE �5/8" PLD BLANK TUBING GROUND COVER AREAS: Y-4" 17. COMMON BRICK, 1 AT EACH CORNER OF BOX 17. GALVANIZED WIRE CLOTH, 1/2" MESH, 19 GA AS DISCHARGE HEADER SHRUB AREAS: Y-4" 18. PVC LATERAL LINE PIPE 19. GALVANIZED WIRE CLOTH, 1/2" MESH, 19 GAUGE NOTE: SEE CATALOG FOR ALLOWABLE LENGTH OF TUBING RUN (D). PLD - ESD - PLAN PLD - ESD - SECTION 5 EMITTER CONTROL VALVE 6 REMOTE CONTROL VALVE 3 4 NOT TO SCALE DO NOT COPY WITHOUT WRITTEN PFPMISSION OF JOE 99p NOT TO SCALE DO NOT COPYWNHOUTWRITTEN PE NUION OF JOE ©1BW a SCALE: N.T.S. • IRRIGATION DETAIL SCALE: N.T.S. • IRRIGATION DETAIL D}2 j - a.� o 0 0 5= y LAO- t� STAMP VALVE ID NUMBER ON LID OF BOX USING THE CHRISTY - L EVERHOT MODEL #004X HEAT STAMP. G Eo �o � �� .0 RECTANGULAR VALVE BOX (TYP.) Q v o 6 0 1 LEGEND: 12"(TYP.) c ¢ 0 (03 2 01 ECO INDICATOR 3 L o oovvv O a o oL S L i � -,a 3 o° vo 0000 oo�o° �--� ° o L �� L . 4 2 )FINISHED GRADE 0 90' G 5 0000e000 0000�0000 °0000000 ooeoo .� �=o 0 (--)ADJACENTDJACENT MULCH 90° C' 3 6 `a-E a o 12" MIN. L ®PVC LATERAL PIPE EDGE OF LAWN, WALK, FENCE, CURB, ETC. STEP 4 o 0, �oQo INSTALLATION NOTES: STEP 1 STEP 2 STEP 3 STEP 5 50FLEX TUBING 1 . INSTALL VALVE BOXES AS SHOWN IN THE DETAIL ABOVE. 2. INSTALL VALVE BOX ASSEMBLIES IN SHRUB OR GROUND COVER ZONES. VALVE ASSEMBLIES I INSTALLED IN A TURF ZONE IS PERMITTED ONLY IF A SHRUB OR GROUND COVER AREA DOES NOT EXIST IN THE PROXIMITY OF THE IRRIGATION ZONE. 3. PLACE THE CENTER OF THE VALVE BOX OVER THE CENTER OF THE REMOTE CONTROL VALVE. 0 INSTALL VALVE BOX IN A WAY TO ENABLE EASY SERVICING OR REMOVAL OF VALVE. o \ i-n 4. INSTALL TOP OF BOX 1 ABOVE FINISHED GRADE IN SHRUB OR GROUND COVER AREAS OR o EQUAL TO THE DEPTH OF THE MULCH AND FLUSH WITH GRADE IN TURF ZONES. INSTALL THE ° 0 , CD -0 �, TOP OF BOX AT THE SAME ANGLE AS THE FINISHED GRADE. 5. PREVENT THE COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. DO NOT HEAVILY COMPACT -3 SOIL AGAINST THE SIDES OF THE VALVE BOX. �� o �� o 6. INSTALL EXTENSION RISERS TO VALVE BOX AS REQUIRED TO COMPLETELY ENCLOSE VALVE _ ASSEMBLY. PROVIDE EXTENSION RISER MANUFACTURED BY THE SAME MANUFACTURER OF THE VALVE BOX. INSTRUCTIONS: 7. PREVENT SOIL INTRUSION INTO THE BOX. USE POLYETHYLENE TAPE AROUND PIPE CUTOUTS AS 1 . STRIP WIRES APPROXIMATELY 1/2" TO EXPOSE WIRE. NEEDED. 2. TWIST CONNECTOR AROUND WIRES CLOCKWISE UNTIL HAND TIGHT, DO NOT OVERTIGHTEN. o 8. SAWCUTTING OR MODIFYING THE VALVE BOXES BEYOND WHAT THE MANUFACTURER ALLOWS IS 3. INSERT WIRE ASSEMBLY INTO PLASTIC TUBE UNTIL WIRE CONNECTOR SNAPS PAST LIP IN d 2 NOT PERMITTED. o z 9. WHEN ASSEMBLY IS COMPLETE INSTALL THE GRAVEL BELOW THE VALVE. FINISHED GRAVEL IS TO BOTTOM OF TUBE. BE CLEAN WITHOUT DEBRIS IN THE VALVE BOX. 4. PLACE WIRES WHICH EXIT TUBE IN WIRE EXIT HOLES AND CLOSE CAP UNTIL IT SNAPS. o � 10. USE THE MANUFACTURER PROVIDED BOLT AND BOLT DOWN THE BOX LIDS TO PREVENT 5. INSPECT FINAL SPLICE ASSEMBLY TO BE SECURE AND FINISHED. � ECO INDICATOR - FLEX TUBING TAMPERING OR VANDALISM. 3 SCALE TO NOT sheet: H M.E N 8 BOX INSTALLATION (" 9 WIRE SPLICE I NOT TO SCALE DO NOT WITHOUT WRITTEN PERMISSION OF 'w NOT TO SCALE DO NOT COPY WITHOUT WRITTEN PERMISSION OF JOE'c o� N � (6 � N n 103 a o �z 0 E of 5 Sheets Communi y Development Department Planning Division - Cupertino JDE CUPERTIN4 I I tSV F D HWR q6_ . Case # R-2 - UG ON UNUSED PORTS. 180" EMITTER ACCESS 120° Landscape Architecture POINT OF WATER EMISSION FROM DISTRIBUTION TUBE TO EMIT WATER DIRECTLY ON THE BOX (TYP.) JAMES D. EDDYASSOCIATES Site Planning LANDSCAPE IRRIGATION ENGINEERS 762 f�ltessa Drive, Approval Body: rector/ STAINER ROOTBALL OF PLANT OR TREE AS FOLLOWS: P.O. BOX 2299 DANVILLE, CALIFORNIA 94526 BrenLwoo I, Co.94513 Approval Date 10/28/20 1 GAL SIZE - 1 TUBE 24 BOX - 4 TUBES O O SLOPE P:(925) 867-3339 Phone: 925.513.3091 Cell: 925.383.5703 Signature Erik Poveda 5 GAL SIZE - 2 TUBES 36" BOX - 6 TUBES EDGE OF EMAIL: JDE@EDDYASSOCIA TES.COM ca5enna�age EMITTER TUBE 15 GAL SIZE - 3 TUBES 48" BOX - 8 TUBES ROOTBALL PLANNING-DESIGN-MANAGEMENT 3. EQUAL EQUIPMENT MANUFACTURED BY THE SAME MANUFACTURER MAY BE SUBSTITUTED FOR ITEMS 1, (TYP.) OUT POINT(TYP.) JDE PROJECT NO: 20013 2, 3, 4, 7, AND 10. \,p,WSC.gp 2 DISTRIBUTION TUBES 2 DISTRIBUTION TUBES 10 A ROSS e,1A (5 GALLON SHRUB) (5 GALLON SHRUB) W 2 No. 2078 a m LEGEND Y Exp. 1 (REFER TO BUBBLED NUMBERS) 120°TYP. * Do . 05. 7 1. RAIN BIRD MODEL NO. DBC-0-025 DIFFUSER BUG CAP 90°TYP. J� 2. RAIN BIRD MODEL NO. TS-025 1/4" NOTES: ' TUBING STAKE O O SLOPE 1 . 4-INCH GRATE* NOTES: 3. RAIN BIRD MODEL NO. DT-025 1/4" 1 2 3 4 2. BUBBLER* _ (REFER TO BUBBLED NUMBERS) DISTRIBUTION TUBING (MAX. LENGTH: 3. ROOT WATERING SYSTEM: RAIN a 1 . FINISH GRADE SYSTEM: 4" MIN. COVERAGE DURING ROUTING 10 FEET) 3 DISTRIBUTION TUBES 3 DISTRIBUTION TUBES BIRD RWS-BG (INCLUDES 2. ROOT WATERING RAIN BIRD RWS-SYSSYS TO POINT OF EMISSION. 4. RAIN BIRD XERI-BIRD-8 (SEE (15 GALLON TREE/SHRUB) (15 GALLON TREE/SHRUB) CANISTER, BUBBLER WITH BCG IRRIGATION EQUIPMENT LEGEND FOR 1=III -III= SWING JOINT RISER AND (INCLUDES BUBBLER, =III II III II CHECK VALVE AND GRATE) 1 2 GPH/PORT) DISTRIBUTION TUBE -III _ =III= GRATE) a 3. RAIN BIRD RWS SOCK 9 8 5. PVC LATERAL PIPE AND FITTINGS (TYP.) III II IIIIIII 5 4. FINISH GRADE (DEPTH PER SPECIFICATIONS) 90°TYP. 60° IIII IIIII IIIII 5. RAIN BIRD RWS SOCK 6. PEA GRAVEL 6. RAIN BIRD SWING JOINT RISER / 1 » 7. RAIN BIRD MODEL NO. SEB-6 OR ASSEMBLY* CARSON 610 EMITTER BOX 90° gp° 6 7. PVC SCH 40 TEE OR ELL v -III 'I I. -I� 8. FINISH GRADE O O SLOPE 8. LATERAL PIPE C -I I- -III I -� I-III-� -III-III III-II -III-III-I I-I g. MULCH BED 9. 4-INCH BASKET WEAVE 0 _11 10 1111111111111 11 Ln 10. KBI SPRING LOADED CHECK VALVE CANISTER* -PLACE AGAINST 1 2 3 a 3 MxF TO PREVENT LOW HEAD TREE ROOTBALL .N > C) 7 ( ) 4 DISTRIBUTION TUBES 4 DISTRIBUTION TUBES 180° 0 d_- - DRAINAGE, WHERE REQUIRED (24" BOX TREE) (24" BOX TREE) Cc: C , 11 11 . PVC SCH 80 RISER (TBE-LENGTH AS REQUIRED O C� ._ kol 12 6 12. COMMON HALF BRICK (2 TOTAL) POSITION UNITS -C o SPACED AT 180 O O * RAIN BIRD ROOT WATERING SYSTEM ��% �� LA ;�/ / /, DEGREES AROUND 00 �o�� 50° SLOPE INCLUDES CANISTER, BUBBLER, /� �� j� � ROOT BALL, 2 TOTAL. U 0��G 8 7 SWING JOINT RISER, SOCK AND ��%�% / %V�%V�/ INSTALL PRODUCT WITH I Ro�o�o�o�o�_�17_6 o�o�� GRATE n 60°TYP. 110° TOP EVEN WITH U GROUND SURFACE. DISTRIBUTION IB(60" AND 72'IO TUBES DISTRIBUTION 1 BOX TREE) (60" AND 72" BOX U TUBES 1 MULTI-OUTLET EMITTER WITH BOX EMITTER TUBING PLACEMENT DETAIL 3 ROOT WATERING SYSTEM 4 TREE WATERING SYSTEM NOT CAI C DO NOT COPY WITHOUT METER PERMISSION OFJIM NUTTUSCALE DO NOT COPY WONOUTWRITTEN PERMISSION OF JDE c'in NUTTUSCAI C DO NOT COPY WITHOUT WRITTEN PERMISSION OF JDE c'in NOT TUSCALE DO NOT COPY WITHOUT WRITTEN PERMISSION OF JDE `c'in 15 5 2" MIN. (�) 814 2 14 (7) 14 4 13 4" CLEARANCE 2 3 14 2 9 8 9 9 8 III III III III III III III III III III III III 16 III 111 �� -� III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II � II. III I=IGRAVEL BASE g 9 ao3 I WHERE REQUIRED_ _ I ° o o o II II II II II II II II II II II II II II II II II II II II II II a III �� III 111 �� III I III -1I %� III- _ 2 1I I� _ _ TRENCH o - _II - _III III III III III III III III III III III a III _ III III III III III III -1 I III_ _ I -III I� kl III - o o N = = = = =III = _ _ = = = _ = _ = = = _ = = = = _ _ = _ = SLEEVES °G o IIII IIII IIII (IIIII IIIIIII (IIIII IIIIIIIII (IIIIIII IIIIIIIII (IIIII (IIIIIIIIIIII IIIII 7 IIIIIIIIIIII III IIIII III III L �s � �J REFER TO II IIIIIIIIIIIIII II II II II III III II I- EQUIPMENT LIST: 11 10 10 8 8 1 10 IRRIGATION LI II II II II II II II II II II II II III V ° REFER TO -1 I„IIII 1 1II I� II I- (REFER TO BUBBLED NUMBERS) LEGEND L IRRIGATION 1 3 SECTIO VIEWS C J 1. SEE INSTALLATION NOTE 1 3"" � ° LEGEND 2. FINISH GRADE/TOP OF I� IIII 11.I IIII II II III Il. .III _I _III _ O = N v o c o O F C 18" MIN. o SL 3 4 11 MULCH -III IIIII �I I� �'I -1 IIII I III 3. PLANT MATERIAL 4. POP-UP SPRAY HEAD =a _ i III -IIIII �I I� SLEEVE MARKER 5. PVC SCH 80 TBE NIPPLE, ;i I I =1 I III i 5 - - - i� �i -1 �i �� -III - _ _ =1 -1 PAVEMENT -1 I_ LENGTH AS REQUIREDL �� % III _III III III III III III III a a 6. PVC SCH 40 TEE OR ELL - - - = =II _ _ _II _I = _ _ _ = -III_ REFER TO IIII IIIIIIIIIIIIIIIIIIIIII III III III III III III III III IIIIIIIIIIIIIIIIIIIII III �L 30°-45° 7 VENDOR FABRICATED SWING MAINLINE LATERAL MAIN LINE LATERAL LINE WIRING IN SLEEVE -1 -11I-11I-11I-11I-11I-11I-11I-11I-11I-11I-11I-11I-11I-11I-11I- 1= IRRIGATION °992 JOINT, RAIN BIRD, TORO, AND WIRING IN THE PIPE PIPE CONDUIT EXAMPLE -I I-III-III-III=III=III=III=III=III=III=III=III=III=III=III=III= 1= LEGEND DURA, OR LASCO SAME TRENCH -111 III III III III III III III III III III III III III III III III PLAN VIEWS U i 8. PVC LATERAL PIPE in I 9. BUILDING, HEADERBOARD, ITEM LIST AND INSTALLATION NOTES: 6 7 8 FENCE, SIDEWALK, OR 1. MAIN LINE PIPE; PROVIDE A MINIMUM OF 2" BETWEEN ALL PIPES. CURB 2. LATERAL LINE PIPE; PROVIDE A MINIMUM OF 2" BETWEEN ALL PIPES. UNGLUED TEMPORARY 3. SNAKE SOLVENT WELD PLASTIC PIPING IN TRENCH AS SHOWN. PVC CAP AT BOTH ENDS Ln o 4. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SLEEVING TWICE THE INSTALL THE REQUIRED PIPES WITHIN SLEEVE DURING SLEEVE INSTALLATION } o INSTALLATION NOTES: DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. IF SLEEVE LENGTH IS GREATER THAN 17 FEET AND SLIDING OF PIPE � �' 1. INSTALL TOP OF HEAD 1" ABOVE FINISH GRADE IN SHRUB AREAS AND FLUSH WITH GRADE IN 5. WIRE BUNDLE: INSTALL WIRING BENEATH AND BESIDE MAIN LINE. TAPE THROUGH THE SLEEVE WILL BE HINDERED BY PIPE COUPLINGS. INSTALL 3 ° TURF AREAS. SIDE INLET USE IS NOT PERMITTED. WIRE AT TRENCH AND BUNDLE AT 10-FOOT INTERVALS. PULL CORD FROM END-TO-END FOR LOW VOLTAGE WIRE PULL OR CORNER G -02. DIMENSION "A": INSTALL HEAD 4" FROM HEADERBOARD OR FENCE, 24" FROM BUILDINGS, 24" 6 6. TIE A 24-INCH LOOP IN WIRING AT CHANGES OF DIRECTION OF 30° SEPARATE ELECTRICAL CONDUIT. FROM NON-PERMEABLE PAVEMENT IN SHRUB ZONES, AND 2" FROM NON-PERMEABLE PAVEMENT OR GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. NOTES: _0 IN TURF ZONES. 7. LOW VOLTAGE WIRE CONDUIT (WHERE SPECIFIED). 1. IRRIGATION SLEEVES SHALL BE PVC CLASS 200 OR SCH 40 PIPE. USE THE PIPE WITH THE 3. INSTALL HEAD PERPENDICULAR TO FINISHED GRADE. 8. CLEAN BACKFILL PER THE SPECIFICATIONS, TYPICAL. THICKEST WALL DIMENSION. 4. PRIOR TO NOZZLE INSTALLATION FLUSH HEAD WITH WATER USING MANUFACTURER'S FLUSH 2. JOINTS SHALL BE SOLVENT WELDED AND WATERTIGHT. o � 9. FOR PIPE, SLEEVE AND WIRE BURIAL DEPTHS, REFER TO IRRIGATION &d, 0 NOZZLE TO ELIMINATE DEBRIS FROM WITHIN HEAD AND RISER. LEGEND AND SPECIFICATIONS. 3. IF PIPING IS TO BE INSTALLED AFTER SLEEVING IS BACKFILLED, MARK SLEEVE LOCATION o z HAND TIGHT. RATCHET POP-UP RISER AND ADJUST 10. PROVIDE A SAND BED FOR PIPE (WHERE SPECIFIED). WITH A T. CHRISTY ENTERPRISES FIBERGLASS COMPOSITE MARKING POST, LABELED 5. INSTALL NOZZLE SCREEN. INSTALL NOZZLE, o � �; IRRIGATION EXPOSED AT GRADE MODEL �ID-SF66-IRR. VARIABLE ARC NOZZLES SO NOZZLE SPRAY IS WITHIN PLANTED AREA. NO OVERSPRAY ON 11. TRENCH BOTTOM OF UNDISTURBED SOIL, TYPICAL. o 4. MECHANICALLY TAMP BACKFILL TO 95% COMPACTION. WINDOWS, BUILDINGS, STREETS OR PAVEMENT. 12. WHERE BORING UNDER EXISTING PAVEMENT IS REQUIRED - REFER TO L 0 -> DRAWINGS FOR SPECIFIC INFORMATION. 5. INSTALL SLEEVES LEVEL AND IN A STRAIGHT LINE. 0 13. PAVEMENT AND SUBGRADE 6. AFTER PIPE INSTALLATION, SEAL ENDS OF PIPE WITH GROUT TO PREVENT SOIL AND ROOT 3 14. FINISH GRADE INTRUSION INTO THE SLEEVE. sheet-. 15. PAVED OR CONCRETE SURFACE 5 6 16. DETECTABLE WARNING TAPE PER SPECIFICATIONS 7 POP-UP SPRAY TRENCH SLEEVE INSTALLATION DO NU COPWTHOTWRIPISSIONOFJOE©,n DONOTCOPYWTHOUTWRITTENPUNISSIONOFJDE ,n DO NUT COPYWTHOUTWRIPEMISSIONOFJOE©inNOTOSCALE NOT OSCn C NOT OSCn C � N Cn • N O � �Z O� of 5 Sheets Communi y Development Department ABBREVIATIONS: Planning D�it�il�'-lGoTI0Nu?A4, c5 LANDSCAPE IRRIGATION SYSTEM 1.13 SAMPLES PART 3 INSTALLATION AV AIR VALVEHWR CUPERTIN4 APPROVED A. The Landscape Architect reserves the right to take and CI CAST IRON JDE PART 1 GENERAL analyze samples of materials for conformity to specifications 3.01 EXCAVATION AND BACKFILL CU COPPER Case # R-2 - of any time. The Landscape Contractor shall furnish samples Landscape Architecture �rtt�iritu upon request by the Landscape Architect. Rejected materials A. The Landscape Contractor shall perform all necessary DEG DEGREES JAMES D. EDDYASSOC/ATES Site Planning shall be immediately removed from the site and replaced excavation for the installation of all work included in the Provide all labor, materials, equipment, tools, transportation, at the Landscape Contractor' DI DUCTILE IRON LANDSCAPE IRRIGATION ENGINEERS P s expense. The cost of testing con tract. 762 RLesso Drive, P Approval Body: rector/ Staff rid services necessary to install a complete and operational of materials fallingbelow standards shall be aid b the P.O. BOX 2299 automatic irrigation system as required b the Drawings and c P Y DIA DIAMETER3rentu�oocl, Co.94513 A rovaI Date 10/28/20 g y q Y 9 Landscape Contractor. B. After the work has been installed, inspected and approved, DANV/LLE, CALIFORNIACAL/PORN/A 94526 Phone: 925.513.3091 pp eluding, but not necessarily limited to the all excavations shall be backfilled. Only fine) pulverized following: 1.14 AS-BUILT DRAWINGS Y ECV EMITTER CONTROL VALVE P:(925) 867-3339 P Ce11: 925.383.5703 Signature Erik Poveda granular soil shall be used in backfilling. Trenches shall EFF EFFICIENCY EMAIL: JDE@EDDYASSOC/A TES.COM CaseManaghi- Excavation, back filling, compaction, and finish grading of be filled to approximately 3/4 capacity and then water- PLANNING-DESIGN-MANAGEMENT trenches as required. A. Prepare an "AS-Built" drawing showing deviations from the settled until all voids are filled. When stability has returned ETWU ESTIMATED TOTAL JDE PROJECT NO: 20013 bid documents made during construction affecting the to the partially filled trench, the balance shall be backfilled WATER USE B. Power supply to the irrigation controller. mainline pipe, controller locations, remote control valves, PP y g sprinkler heads, and lateral lines. and again water-settled. Again when stable, complete fill �RosNDS�pF, C. Automatically controlled irrigation system. P with topsoil to 2" above finish grade. ETO(ET) EVAPOTRANSPIRATION ��\d s ,Q D. Test all systems and make operative. B. The drawings shall be reproducible, reverse mylar line drawings (E) EXISTING �� C. Settling of backfilled trenches, which may occur during one o and shall be drafted by a qualified draftsperson by hand c� z No. 2078 a m E. "As-built" drawings. 1 year period after acceptance of the irrigation system, Of � or by computer. ( ) Y P P 9 Y (F) FUTURE Exp. i shall be repaired including restoration of any or all damaged * Do . 05. 7 1.02 INSPECTION OF CONDITIONS C. The drawings shall indicate and show approved substitutions planting, paving, or other improvements: by the Landscape FC FULL CIRCLE (360") of size, material and manufacturer's name and catalogue Contractor at no additional cost to the Owner. FT FEET A. Examine related work and surfaces before starting work of this section. Report to the Landscape Architect, in writing, name and catalogue number. D. Mechanical trench diggers used on the site shall be of an FIPT FEMALE IRON PIPE THREAD conditions which will prevent the proper provision of this D. The reproducible drawings shall be delivered to the Landscape approved type with straight sides. Trenches shall be ample .. work. Beginning the work of this section without reporting Architect before final acceptance of the Work. in size to accommodate the pipe(s) to be laid and deep FPS FEET PER SECOND unsuitable conditions to the Landscape Architect constitutes enough to provide the minimum cover from finish grade as FS FLOW SENSOR acceptance of conditions by the Landscape Contractor. Any 1.15 OPERATIONS MANUAL shown on the Irrigation Drawings. �/ FLUSH VALVE required removal, repair or replacement of this work caused by unsuitable conditions to be done at no additional cost A. Upon completion of the irrigation system, and as condition E. Pipe installations shall comply with Sections 15000 and GA GAUGE to the Owner. of its acceptance, deliver to the Landscape Architect two 15050 and the latest editions of the International Association GI GALVANIZED IRON (2) copies of a manual compiled in accordance with the of Plumbing and Mechanical Officials (IAPMO). B. Review the site conditions and verify that the irrigation Specifications, including a copy of the irrigation watering GV GATE VALVE system will provide adequate coverage as intended. Notify schedule and reductions of the As-Built Drawings as F. Perform all excavations as required for the installation of the Landscape Architect in the event of any discrepancies referenced in Section 1.14. the work included under this section. Restore all surfaces, GPH GALLONS PER HOUR so that they may be reviewed and design changes made existing underground installations, etc., damaged or cut as GPM GALLONS PER MINUTE as might be necessary. 1.16 GUARANTEE a result of the excavations to their original conditions and in a manner approved by the Owner. Trenches shall be ID INTERNAL DIAMETER 1.03 CODES, RULES AND SAFETY ORDERS A. The Landscape Contractor shall submit to the Owner, a made wide enough to allow a minimum of 6-inches between IN INCHES written guarantee covering the entire irrigation system parallel pipe lines. A. All work and materials to be in full accordance with the against defects in materials and installation for a period of IRR IRRIGATION latest rules and regulations of safety orders of the Division one (1) year from the date of acceptance of this Work by 3.02 PIPING LA LANDSCAPE ARCHITECT of Industrial Safety, the Uniform Plumbing Code published the Landscape Architect and the Owner. Written Guarantee cards for the irrigation controller, and other equipment A. Piping layout shall be in accordance with the Drawings. by the Western Plumbing Officials Association and other gMAWA MAXIMUM APPLIED applicable laws or regulations. Nothing in these drawings requiring registration, shall be included and attached with V PP g g g the Landscape Contractor's guarantee. B. Carefully inspect all pipe and fittings before installation, WATER ALLOWANCE and specifications is to be construed to permit work not P g remove all dirt, scale and burrs, and ream as necessary. C conforming to these codes. Should the construction MAX MAXIMUM 0 documents or instructions be at variance with the afore- PART 2 PRODUCTS MCV MASTER CONTROL VALVE Lf1 mentioned rules and regulations, notify the Landscape C. Where not indicated on the Drawings and Details, minimum 0 C Architect and obtain instructions before proceeding with 2 soil coverage shall be 12" for non-pressure lateral lines a the work affected. .01 PLASTIC PIPE MV MASTER VALVELA and 18" for pressure main lines or MIN MINIMUM •� .o A. General: Materials throughout the system shall be new low voltage electrical wires. B. Furnish and maintain all warning signs, shoring, barricades, and in perfect condition. After award of the Contract and MIPT MALE IRON PIPE THREAD Cc C red lanterns, etc. as required by the Safety Orders of the D. Use the specified primer and solvent, making joints in MPR MATCHED PRECIPITATION prior to beginning work, the Landscape Contractor shall Q Division of Industrial Safety and local ordinances. accordance with the manufacturers recommended methods. � submit for approval six (6) copies of the complete list of L Ln Allow at least 24 hours set-up time for solvent welded materials which he proposes to install. Quantities of RATE -0 C C)) 1.04 STANDARDS materials and equipment need not be included. No deviations joints before pressurizing pipe with water. from the specifications ions shall be allowed without prior written MWELO MODEL WATER EFFICIENT U A. Commercial Standards (C) - as in cooperation with approval. P P E. Plastic to metal joints: Work all joints first. Use LANDSCAPE ORDINANCE O Commodity Standards Division of the Office of Technical PP joint compound on male threads and first two female � [) Services, Business and Defense Services Administration B. Plastic pipe shall be new, free from defects, continuously threads, tighten with pipe wrench. (N) NEW LA C and with the National Bureau of Standards available from and permanently marked with the following information: 00 the U.S. Government Printing Office, Washington D.C. 20402. 3.03 REMOTE CONTROL VALVES NIC NOT IN CONTRACT pipe NPW NON POTABLE WATER LA � Q Manufacturer's name, i e size, IPS size, A. Remote control valves shall be installed as indicated on ^,1.05 PERMITS AND FEES type of material, and code number. the Drawings and in the Details. NTS NOT TO SCALE A. Obtain all permits and pay required fees to any governmental C. Pressure main line pipe shall be PVC 1120-1220, NSF polyvinyl 3.04 CONTROLLER AND LOW VOLTAGE WIRING OD OUTSIDE DIAMETER U agency having jurisdiction over the Work. Arrange inspections chloride, type as indicated in the legend, meeting required by local agencies and ordinances during the course ASTM D-2241, solvent weld. A. Install or coordinate 120 VAC power connection for PC PART CIRCLE (20'-360') of construction as required. D. Non-pressure lateral line pipe shall be PVC 1120-1220, NSF controller at the location indicated on the Drawings. PE POLYETHYLENE 1.06 APPROVAL polyvinylchloride, pressure rated minimum Schedule 40, meeting B. Low voltage wire which exceeds a total distance of 2000 POC POINT OF CONNECTION A. Wherever the terms "approve", "approval" or approved" are ASTM D-2241, solvent weld. feet shall be 12 AWG wire (not applicable to this project). PRECIP PRECIPITATION used in the specifications they mean approval of the 2.02 PLASTIC FITTINGS AND NIPPLES C. Sprinkler controller charts, consisting of reduced photostatic PRV PRESSURE REDUCING VALVE Landscape Architect in writing. reproductions of As-built Irrigation Plans, and the Irrigation A. Lateral line fittings shall type I-II, NSF polyvinylchloride, Watering Schedule shall be laminated in plastic and posted PVBA PRESSURE VACUUM 1.07 WORK SCHEDULE minimum Schedule 40, solvent weld, ASTM next to or mounted inside the controller cover. D-2466-76A & 1784-75. BREAKER ASSEMBLY A. Submit a proposed work schedule at least 30-days prior B. Riser assembly fittings for valves and sprinkler heads D. Low voltage wiring shall have a minimum soil cover of 18", PSI POUNDS PER SQUARE INCH to start of work under this section. After approval no or be installed in appropriate conduit, with all the splices shall be type I-II, NSF polyvinyl chloride, minimum IPS PVC POLYVI NYLCH LORI DE modification shall be made to this schedule without Schedule 80, ASTM 1785, die threaded at both ends. made in boxes, using the manufacturer's published written authorization. directions. PW POTABLE WATER 1.08 PRE-CONSTRUCTION CONFERENCE 2.03 PVC SOLVENT AND PRIMER 3.05 EMITTERS QTY QUANTITY A. Schedule a pre-construction conference with the Landscape A. Use only plastic pipe solvent approved by NSF and UPC A. Emitters and fittings shall be type as indicated on the Drawings. QCV QUICK COUPLING VALVE Architect at least 15-days before beginning work under ASTM D-2564-66T, and as recommended for use by the RCV REMOTE CONTROL VALVE this section. The purpose of this conference is to review manufacturer of the plastic pipe. B. Install emitters in accordance with the manufacturers RPBA REDUCED PRESSURE LA questions the Landscape Contractor may have regarding the recommendations and instructions, Details and the Drawings. ° B. Use only plastic pipe primer approvedASSEMBLYa o Work, administrative procedures during construction and C. After installation and prior to soil backfill, thoroughly flush and A K L W b NSF and UPC, and as recommended for use b the project work schedule. 9 9 RS RIGID STEEL o P manufacturer of the plastic pipe. y clean tubing with water using the end flush valve. Close flush ° i a= v valve, activate zone. Check zone tubing for dripping at all i+ B. The Landscape Contractor shall take necessary precautions C. Solvent cement cans shall have labels intact and stamped emitter ports, leaks, and a solid connection at all fittings. RW RECYCLED WATER C) o ` G to protect site conditions. Should damage be incurred the SCH SCHEDULE with the date of the manufacturer. No cans dated one Qy Landscape Contractor shall repair damage to its original s condition or furnish and install equal replacement at no year old will be permitted. 3.06 INSPECTIONS AND TESTS SF SQUARE FOOT OR FEET °¢ additional cost to the Owner. 2.04 IRON OR BRASS PIPE, FITTINGS AND JOINT COMPOUND A. Call the Landscape Architect for inspections at least 48- SQ SQUARE 1.09 SUBSTITUTIONS hours prior to anticipated inspection. SS STAINLESS STEEL C �s °_ A. Pipe nipples or spools: domestic ductile or galvanized iron O o G o g equipment y or red brass pipe, NSF approved, flanged/threaded both ends, p p Y STD STANDARD ° ° ` °A. Brands of irrigation a ui ment have been selected b the P P PPB. Inspection of completed installation will be made b the '. J ��o� Landscape Architect to meet certain requirements, one of reamed, burrs and scale removed, complying with the Landscape Architect prior to backfillin of trenches and G ¢� ° a the primary being that all material brands used on this q P g y g TBD TO BE DETERMINED V ° requirements of ASTM. will be made Burin hydrostatic testing. a Work shall be available from three (3) or more distributors TBE THREADED BOTH ENDS a r o B. Fittings: domestic ductile or galvanized, or brass, NSF approved s I a c 3 with branch outlets in the county of the Project and within flanged/threaded, with burrs and scale removed. C. Make hydrostatic tests when welded PVC joints have cured TOE THREADED ONE END �� L ° c 45 minutes normal driving time. at least 24-hours and with risers capped. Apply continuous °L r > > static water pressure of 100 psi as follows: TYP TYPICAL c N . ° C. Joint compound for threaded connections shall be Rector v o° 3 B. Specific references to manufacturers' names and products � a specified in this section are used as standards, but this Seal T+2 or approved equal. 1. All piping on the pressure side of control valves shall be UON UNLESS OTHERWISE NOTED L/1 �= a implies no right to substitute other material or methods tested for 4-hours. a without written approval of the Landscape Architect. 2.05 IRRIGATION CONTROLLER UPC UNIFORM PLUMBING CODE ° 2. All piping on the non-pressure side of the control valves USA UNDERGROUND SERVICE O ° ° s C. Installation of an approved substitutions is the Landscape A. The irrigation controller shall be 120 VAC powered - a 2a ° Y PP P shall be tested for 2-hours. ° �L Contractor's responsibility. Any changes required for with 24DC output to solenoid valves, micro-processor-based, ALERT o installation of any approved substitution must be made to solid state, capable of providing individual control circuits D. Leaks resulting from tests shall be repaired and tests sa UV ULTRAVIOLET - the satisfaction of the Landscape Architect and without for valves, manufacturer as shown in legend. repeated until system passes tests. 6 additional cost to the Owner. Inability to supply the UVR ULTRAVIOLET RESISTANT equipment specified shall not be sufficient reason for 2.06 REMOTE CONTROL VALVES E. Equipment test: The Landscape Contractor shall operate VAC VOLTS-ALTERNATING substitution. A. Solenoid controlled valves shall be constructed of corrosion each valve by the controller, prior to planting to ensure resistant materials and stainless steel hardware, 24V CURRENT correct functioning of the system. Sprinkler heads shall D. Verbal approval of substituted equipment and/or dimensional be checked to determine that the function according to drawings does not wave these requirements, unless confirmed electric, removable, tamper-resistant, flow control handle, Y 9 VB VALVE BOX by the Landscape Architect in writing. sized as required, manufacturer as shown in legend. the manufacturers data and give full coverage according WM WATER METER to intent of the Drawings. Replace any sprinklers not B. Valve IPS shall be as indicated for each location. functioning as specified with similar heads that do function 1.10 PROTECTION OF EXISTING CONDITIONS properly. O 2.07 LOW VOLTAGE WIRE AND CONNECTORS � Ln A. The Landscape Contractor be familiar with all site conditions CD 3.07 FINAL ACCEPTANCE u) O prior to start of work. Should utilities or other work not A. Low voltage wire shall be UL-UF, direct burial, PVC cased O shown on the plans be found during excavations, the wire. Control: #14-AWG-UF; Common: #14-AWG-UF. A. Work under this section will be accepted by the Landscape Cv Landscape Contractor shall promptly notify the Landscape Manufacturer: Paige Electric. Architect upon satisfactory completion of work. Upon Architect or Owner for further instructions as to further final acceptance, the Owner will assume responsibility for 3 O action. Failure to do so will make the Landscape Contractor B. Control wire connectors shall be 3M-DBR/Y6 with maintenance of the Work. Said assumption does not relieve liable for damage arising from the operations subsequent sealant, UL approved for water resistant PVC copper wires. P g y. RESIDENTIAL WATER USE CALCULATIONS 9 9 P q PP PP the Landscape Contractor of obligations under warrant � O to discovery of such utilities not shown on the drawings. C. Electric conduit as required shall meet the B. Submittals to be provided at final inspection: MAXIMUM APPLIED WATER ALLOWANCE (MAWA) HYDROZONE CHART requirements of State and local electrical codes, UL 1.11 COORDINATION approved. * Operations Manuals PLANT HYDROZONE ESTIMATED * Reproducible As-Built Drawings PLANT WATER IRR EFF ETAF ETAF X P g FORMULA = (ETo)(.62)[(.55 x LA)+(1-.55 x SLA)] HYDROZONE IRR METHOD FACTOR AREA TOTAL WATER A. Coordinate and cooperate with other contractors to enable 2.08 EMITTERS, TUBING, AND FITTINGS * Irrigation Watering Schedules USE TYPE (IE) (PF/IE) AREA the work to proceed rapidly and efficiently. * Wrenches and keys specified (PF) (SQ. FT.) USE (ETWU) CD A. Emitters, tubing, and fittings shall be the model, * Contractor's written guarantee C\ 0 Efo (SAN JOSE) = 45.3 INCHES/YEAR 1 LOW (TURF) SPRAY 0.3 0.75 0.4000 282.0 112.8 3,168.1 spacing, GPH as indicated in the legend. * Manufacturer's warranty registration cards � O 1.12 PRODUCT HANDLING O Z Manufacturer: Hunter, Rain Bird or approved equal. 3.08 CLEAN-UP HYDROZONE AREA (HA) = 2,074.0 SQUARE FEET 2 LOW (SHRUB) EMITTER 0.3 0.81 0.3704 405.0 150.0 4,212.9 ,n u) A. Protect work and materials under this section from damage CD G__ during construction and storage. Protect polyvinyl chloride 2.09 POP-UP SPRAY AND BUBBLER HEADS A. Keep all areas of work clean, neat and orderly at all times. SPECIAL LANDSCAPE AREA (SLA) = 32 SQUARE FEET 3 LOW (SHRUB) EMITTER 0.3 0.81 0.3704 1,072.0 397.0 11,151.2 Co (PVC) pipe and fittings from direct sunlight. Beds on which Keep paved areas clean during installation. Clean up all O is stored must be full length of pipe. Do not use an A. Pop-up spray and bubbler heads shall be the model, debris from the entire work area prior to final acceptance MAWA = 32,442.1 GALLONS/YEAR 4 LOW (SHRUB) EMITTER 0.3 0.81 0.3704 313.0 115.9 3,255.9 1 G pipe 9 P�P Y P- P P Y P P � � O pipe or fitting that has been damaged or dented. pop-up height, GPM, and manufacturer as indicated in to the satisfaction of the Landscape Architect and the ESTIMATED TOTAL WATER USE (ETWU) 5 LOW (TREE) BUBBLER 0.3 0.81 0.3704 1.0 0.4 10.4 the legend. Manufacturer: Toro, Rain Bird or approved Owner. Remove all debris resulting from the work of this equal. section. FORMULA = (ETo)(.62)[(PLANT FACTOR)(HYDROZONE AREA)/IE + SLA] 6 LOW (TREE) BUBBLER 0.3 0.81 0.3704 1.0 0.4 10.4 END OF SECTION PLANT FACTOR = SEE HYDROZONE CHART sheet: IRR EFFICIENCY = SEE HYDROZONE CHART o ETWU = 21,808.9 GALLONS/YEAR DIFFERENCE BETWEEN MAWA & ETWU T10,633.3 GALLONS SUM = 2,074.0 21,808.9 105 ao �z o� of 5 Sheers Community Development Department Plan ng Division — Cupertino CUPERTIN4 APPROVED Case # R-2020-014, HWR Landscape Architecture Approval Body: rector/Staff Site Planning Approva I Date 10/28/20 762 Altesso Drive, (3renLwood, Co.94513 Signature Erik[ Poveda Phone: 925.513.3091 Case Manager el: 925.383.5703 �O�pNDSCgp Ross F-1A Cy W 2� No. 2078 N n f 5; of Exp. 1 , * Do . 05. 7 ri 10481 Johnson Avenue Cu P erLino , Colifornio C It 0 CLn .LA > 0 (]-- C C , O k O .C Ln (-- 0 Ov � � O LA C 0 LA CD - v BIDDERS REPRESENTATION: DESCRIBE DISCREPANCIES, CONFLICTS AND CONCEALED OR OTHERWISE COORDINATE USE AS APPROVED BY OWNER. ASSUME RESPONSIBILITY UNANTICIPATED EXISTING CONDITIONS AFFECTING THE WORK. THE FOR PROTECTION AND SAFEKEEPING OF PRODUCTS UNDER THIS ► 1. BY EXECUTING THE CONTRACT, THE CONTRACTOR REPRESENTS THAT HE GENERAL CONTRACTOR SHALL FURTHER ASSIST BY PROVIDING IN A CONTRACT, STORED AND INSTALLED ON SITE. _ HAS VISITED THE SITE, FAMILIARIZED HIMSELF WITH THE LOCAL TIMELY MANNER PROPOSED SOLUTIONS TO UNANTICIPATED EXISTING �' • CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND CONDITIONS. CORRELATED HIS OBSERVATIONS WITH THE REQUIREMENTS OF THE UTILITIES; CONTRACT DOCUMENTS. 8. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE 16. ARRANGE FOR TEMPORARY AND PERMANENT CONNECTION TO UTILITY APPLICABLE CODES & ORDINANCES; FOR VERIFICATION OF ALL MEASUREMENTS AT AND IN THE PROPOSED SERVICES. CONTRACTOR SHALL PAY CONNECTION FEES AND OTHER CONSTRUCTION BUILDING OR SITE OR SURROUNDINGS. NO CHARGE OR UTILITY COSTS. " 2. ALL WORK SHALL MEET OR EXCEED THE REQUIREMENTS OF THE LATEST COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCES BETWEEN ° ADOPTED EDITION OF THE UNIFORM BUILDING CODE AND OTHER ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE DRAWING. LAYOUT OF WORK; Q APPLICABLE REGULATIONS AND CONDITIONS OF APPROVAL OF ANY SUCH DISCREPANCY IN DIMENSIONS WHICH MAY BE FOUND, GOVERNMENTAL AGENCIES HAVING JURISDICTION. SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR HIS 17. EXISTING CONDITIONS AND DIMENSIONS SHALL BE VERIFIED AT SITE ° 01- CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK PRIOR TO BIDDING AND BEFORE FABRICATION OR INSTALLATION. BE 2 ° INTENT AND SCOPE OF WORK; IN THE AFFECTED AREA. RESPONSIBLE FOR, PROPERLY LAYING OUT THE WORK, AND FOR LINES - Site o AND MEASUREMENTS. VERIFY THE FIGURES SHOWN ON THE )°¢ ° 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS 9. CONTRACTORS SHALL FOLLOW SIZES IN SPECIFICATIONS OR FIGURES ON DRAWINGS BEFORE LAYING OUT THE WORK, AND REPORT ERRORS, OR o- NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE DRAWINGS IN PREFERENCE TO SCALE MEASUREMENTS, AND FOLLOW INACCURACIES, TO THE LANDSCAPE ARCHITECT BEFORE COMMENCING WORK. ~_' 6 ° 3 WORK. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY, AND DETAIL DRAWINGS IN PREFERENCE TO GENERAL DRAWINGS, AND THE LANDSCAPE ARCHITECT WILL, IN NO CASE, ASSUME THE ! c o 0 FOLLOW ACTUAL FIELD CONDITIONS. RESPONSIBILITY FOR LAYING OUT THE WORK. ° ° . ` ° " WHAT IS REQUIRED BY ANY ONE SHALL BE AS BINDING AS IF a '6 oa 1. REQUIRED BY ALL. WORK NOT COVERED IN THE CONTRACT = = i ,*,, �' _ o ° DOCUMENTS WILL NOT BE REQUIRED UNLESS IT IS CONSISTENT 10, WHERE IT IS OBVIOUS THAT A DRAWING ILLUSTRATES ONLY A PART OF LOCATIONS OF PLANT MATERIALS AND IRRIGATION PIPING; r' •�—r,� , o s THEREWITH AND IS REASONABLY INFERABLE THEREFROM AS BEING A GIVEN WORK OR OF A NUMBER OF ITEMS THE REMAINDER SHALL ~ N 0 R T H °o NECESSARY TO PRODUCE THE INTENDED RESULTS, WORDS AND BE DEEMED REPETITIOUS AND SO CONSTRUCTED. 18. DRAWINGS ARE DIAGRAMMATIC (DO NOT SCALE DRAWINGS). IF JOB ' > L ABBREVIATIONS WHICH HAVE WELL KNOWN TECHNICAL OR TRADE CONDITIONS DO NOT PERMIT INSTALLATIONS AS SHOWN, NOTIFY o MEANINGS ARE USED IN THE CONTRACT DOCUMENTS IN ACCORDANCE 11, FURNISH, INSTALL AND MAINTAIN FOR THE DURATION OF CONSTRUCTION LANDSCAPE ARCHITECT IMMEDIATELY AND RELOCATION WILL BE DETERMINED. M ` 'Ali l f Q�a - 3 WITH SUCH RECOGNIZED MEANINGS. ALL REQUIRED BARRICADES, WARNING SIGNS, AND OTHER TEMPORARY CONTRACTOR SHALL BE HELD RESPONSIBLE FOR RELOCATING ALL ITEMS v G= °a} CONSTRUCTION NECESSARY FOR PROPER COMPLETION OF THE WORK IN WITHOUT FIRST OBTAINING THE LANDSCAPE ARCHITECT'S APPROVAL, AND >L 4. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY COMPLIANCE WITH ALL PERTINENT SAFETY AND OTHER REGULATIONS. SHALL REMOVE AND RELOCATE SUCH ITEMS AT CONTRACTOR'S EXPENSE, IF vlClnity Map ass EXPLANATORY AND SUPPLEMENTARY. HOWEVER SHOULD ANYTHING DIRECTED. a ° ° BE SHOWN, INDICATED OR SPECIFIED ON ONE AND NOT THE OTHER, IT SUBSTITUTIONS; "r-0 SHALL BE DONE. TEMPORARY FACILITIES (PAID BY CONTRACTOR); °7 13. ANY SUBSTITUTIONS FOR MATERIALS CALLED OUT IN THESE PLANS 5. SHOULD EITHER THE DRAWINGS AND THE SPECIFICATIONS, OR ANY MUST RECEIVE PRIOR APPROVAL FROM THE OWNER AND LANDSCAPE 19. FURNISH, INSTALL AND MAINTAIN FOR THE DURATION OF CONSTRUCTION PARTICULAR SPECIFICATION CONTRADICT EACH OTHER IN ANY POINT, OR ARCHITECT SAID SUBSTITUTIONS SHALL BE ACCOMPLISHED BY ALL TEMPORARY FACILITIES NECESSARY FOR PROPER COMPLETION OF REQUIRE CLARIFICATIONS, THE CONTRACTOR MUST CALL THE SAME TO CONTRACTOR SUBMITTING SETS OF SHOP DRAWINGS, AND/OR CATALOG THE WORK IN COMPLIANCE WITH ALL PERTINENT SAFETY AND THE ATTENTION OF THE LANDSCAPE ARCHITECT, AND HIS DECISION CUTS, TO OWNER FOR APPROVAL. NO WORK TO INSTALL SUBSTITUTIONS OTHER REGULATIONS (INCLUDES HEAT, POWER, WATER, FIELD SHALL BE OBTAINED PRIOR TO THE SUBMISSION OF BIDS, OTHERWISE SHALL COMMENCE UNTIL CONTRACTOR RECEIVES 1 COPY OF SAID SHOP OFFICE, PORTABLE TOILET, TELEPHONE, BARRICADES, WARNING SIGNS, l•0 Cover Sheet THE LANDSCAPE ARCHITECT'S INTERPRETATION WILL GOVERN THE DRAWINGS, AND/OR CATALOG CUTS STAMPED APPROVED AND FENCING, SCAFFOLDING AND REFUSE DISPOSAL, WEATHER-TIGHT PERFORMANCE OF THE WORK AND NO ALLOWANCE SHALL BE MADE IN SIGNED BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. ENCLOSURES AS REQUIRED TO PROTECT WORK). I BEHALF OF THE CONTRACTOR FOR ERROR OR NEGLIGENCE ON HIS L. layout Plans � C c PART IN THIS CONNECTION. PRODUCT INSTALLATION AND QUALITY ASSURANCE: CLEANING; I o E E 6. PROSPECTIVE CONTRACTORS AND SUBCONTRACTORS SHALL SECURE ALL 14. MATERIALS AND WORKMANSHIP SHALL MEET OR EXCEED THE 20. PROPERLY CONTAINERIZE AND DISPOSE OF ALL PROJECT DEBRIS AND �.2 Planting Plans o v o DATA AT THE SITE OF THE PROPOSED CONSTRUCTION, SUCH AS GRADES REQUIREMENTS OF SPECIFICALLY NAMED CODES OR STANDARDS. WASTE MATERIAL. KEEP SITE IN NEAT AND ORDERLY CONDITION. n OF LOT, CONVENIENCE OF RECEIVING AND SORTING MATERIALS, UNLESS OTHERWISE SPECIFIED OR NOTED ON DRAWINGS, ALL PRIOR TO PROJECT CLOSE-OUT THOROUGHLY CLEAN ALL SURFACES l•3 Details 3 C o c LOCATION OF PUBLIC SERVICES, AND OTHER INFORMATION WHICH WILL PRODUCTS PROVIDED AND/OR INSTALLED IN THIS PROJECT SHALL BE INTERIOR AND EXTERIOR TO THE ACCEPTANCE OF THE OWNER. HAVE A BEARING ON MAKING THEIR PROPOSALS OR ON THE TRANSPORTED, HANDLED, STORED, PROTECTED, AND INSTALLED IN STRICT I ° 0 EXECUTION OF THE WORK IF AWARDED THE CONTRACT, AND NO ACCORDANCE WITH MANUFACTURER'S LATEST PUBLISHED INSTRUCTIONS BACKING: `•� Planting S�JG�CIFICatIOnS 0- L ALLOWANCE WILL BE MADE FORILU OF THE CONTRACTORTO RESULTING IN THE HIGHEST QUALITY INSTALLATION. WORK SHALL BE 21. PROVIDE BACKING AS REQUIRED FOR EQUIPMENT AND FIXTURES. 0 o OBTAIN SUCH ON-SITE INFORMATION PRIOR TO BIDDING. PERFORMED BY SPECIALISTS AND SHALL BE STRAIGHT, PLUMB AND I . 1 Irrigation Plan, LegendNotes 0 0 LEVEL, OR WITHIN SPECIFIED TOLERANCES IF INDICATED.THE 7. SHOULD ANY ERROR OR INCONSISTENCY APPEAR IN THE DRAWINGS OR CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANLINESS AND PUBLIC SUBMITTALS: .5 LP SPECIFICATIONS, THE CONTRACTOR, BEFORE PROCEEDING WITH THE SAFETY OF THE PROJECT WORK AREA. CLEAN THE JOBSITE DAILY AND 12'I Irrigation D�ta11S o 0 WORK, MUST CLEARLY BRING THE SAME TO THE ATTENTION OF THE PROVIDE A THROUGH FINAL CLEANING. ALL SURFACES ADJACENT TO THE 22, SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION TO OWNERS FOR LANDSCAPE ARCHITECT FOR PROPER ADJUSTMENT, AND IN NO CASE WORK AREA SHALL BE LEFT IN CONDITION EQUAL TO, OR BETTER THAN APPROVAL FOR MECHANICAL SYSTEMS, SPRINKLER SYSTEMS, o CD CD PROCEED WITH THE WORK IN UNCERTAINTY WITH INSUFFICIENT PRIOR TO THE PROJECT, ELECTRICAL FIXTURES, AND ALL FINISH MATERIALS, AND AS 1 .5 Irrigation Specifications & Water Use C) c �; � DRAWINGS. IT IS RESPONSIBILITY OF THE CONTRACTOR TO ASSIST NOTED ON THE DRAWINGS. o � Gu THE LANDSCAPE ARCHITECT IN MAKING THEIR EVALUATION AND STORAGE: o Ul RECOMMENDATIONS BY PROVIDING IN A TIMELY MANNER AT NO G G 0 — ADDITIONAL COST TO THE OWNER, ACCURATE AND COMPLETE 15. PROTECT MATERIALS FROM MOISTURE AND OTHER DAMAGE. DO NOT DRAWINGS, SKETCHES AND PHOTOGRAPHS SUFFICIENT TO CLEARLY USE DAMAGED MATERIAL; ALLOCATE AVAILABLE STORAGE AREAS AND w Z sheet: W LJQ AW moeGeneral Notes Index of Drawings LOO 0.2 m� a iz of sheets Community Development Department Plan ng Division — Cupertino CUPERTIN4 APPROVED Case # R-2020-014, HWR Landscape Architecture Approval Body: rector/Staff Site Planning Approva I Date 10/28/20 762 Altesso Drive, OrenLwood, Co.94513 Signature Erik[ Poveda Phone: 925.513.3091 Case Manager I Cell: 925.383.5703 (E) 7' Wood Fence PP I 3 wrns O\pNDSCgp Ross F-1 o a s � 71 71 �0`. w r0 No. 2078 N 1 Exp. 1 n FFNc� Da 05. 7 woo 100.00, I �� I �� I _ _ ❑ O • •I — - - - - - - - - - - - - - - - - - - 1 I 6 0)L.3 I Driveway with Deepend Score Joints Salt Finish 1 with 411 Smoth Band, 1 10' 1 • 1 N N D 5 3 ® 1 I v 1 4, 61 41 6, C I L,3 O I 14� 41 1 CD 2 � o r- ® DN Ln o I^ - Cc It N _ 1 C ,C o O 7 1 _ _ - - - - - - - - j 00 1 O q' - U d- 1 . ao I G O L,3 i L,3 N O 4' 16L — — — — 0 5'PUBLICLA 0 UTILITY I L21 EASEMENT I N89°39'45"E 1 (E) 7' Wood Fence I 1 New Fence to L.3 Match Existing I a > 9 j - O o ° G cc General Notes; Planting Notes a. 9 1. Quantities of plant materials shall be furnished to complete the work s N U ° 1. All equipment and work shall be installed as per manufacturers written specifications P P o c and local codes. Contractor shall be responsible for obtaining all necessary permits, as shown by symbols on the plantiA plan, Plant legend quantities are for C s the contractors convenience only, ould it appear that the work to be � G ° -E5 03 � 2, Written dimensions on these drawings shall have precedence over scaled dimensions: done is not sufficient) detailed or explained on theseplans, the contractor ¢ss °c 9 P y p C o °oQ� o Contractor shall verify all dimensions and conditions on the job and HWA Landscape shall contact the landscape architect for further clarification as may be J ° N2ao Architects must be notified at (925)513-3091 of any variations from the dimensions and necessary, _ o conditions shown by these drawings, L c 3, Drainaqe: 2. Contractor to install root barriers per detail on sheet L,7 on all trees within a. Contractor shall insure positive drainage to all drain inlets as indicated on the 2' of handscape J G 6 3 a�a b. All roof drains shall be connected to drainage system in back of house. �� o '-c 3.3. COMPOST: 4 cubic yards of compost, six inches (6 ( deep shall be applieed o c, Connect new drainage system into possible existing drainage system. Contractor °La to verify location of existing drain lines on site, per 1000 sq. ft. of planting area, a Ln o 01 GAL O Q 4, Fieldstone Boulders: 4, GRADING AND DRAINAGE: See Civil drawings �-o o ° ° - ° Q O ® 11x21x1' 5, TOTAL LANDSCAPE AREA: 2163 s.f, Of 2'x2'x2' 6. TOTAL TURF AREA: 2815,f. or 14% of total Landscape Area 5, Concrete Paving Finishes: 7, See Sheet L,2 for Landscae Planting Plan. Front Yard Entry Walk: 3 o 0 0 Material: Slatestone Permiable Pavers 8. See Sheet L,3 for Landscape Details, } o E E Installation Pattern: Old Town Pattern � ° with 4" Band (See Detail) 3 ° o 9. See Sheet L,4 for Landscape Specifications, 0_ _D C ._ Contact: McNear Brick and Block o o San Rafael, California 10. Front yard tree is required and shall be a 2411 Box tree minimum 6' in Height 0 Phone: (888)442,6811 as indicted in the Planting Legend on sheet L.2. 0 E-mail: sales@mcnear,com 0 0 u 0 0 LP I > Back Yard: Gil QD 0 Installation Pattern: 4x4 heavy score Joints o of of i, 50 Salt Finish (See Detail) CD of CD — Cr r--� Color: Natural ° - G\� v1 �"3' Walk: Installation Pattern: Brush Finish Concrete (See Detail) z Color: Natural sheet: W V) W IF oM fU< M to H o a �2 0' 2' 4' 8' 16' O z o FL i; of sheets Community Development Department Plan ng Division — Cupertino CUPERTIN4 APPROVED Case # R-2020-014, HWR Landscape Architecture Approval Body: 110/28/20 rector/StafF i ' 14 Pittos ovum t, 'Cream de Mint' Site Planning 12 Nandina d, Fire PowerApproval Date1-Gal 3 762 Altesso Drive, 1-Gal OrenLwoo�, Co.94513 Signature Erik[ Poveda Phone: 925.513.3091 Case Manager I 10 PItt08 Drum eu enioides CeL 925.383.5703 15-Gal 3 Lavandula a. ' l Cushion' IF F_ PP IDS 4 Callistmon 'Litt e Jof n' 1-Gal �� o�a RRoss 5-Gal 3 Callistmon 'Little John' I /4 � 2� E P 2078Lj N S89°39' S—G a l * Do . 05. 7 o — — 40 Ani ozanthos 'Bush Ranger' 1-Gal 7 Pittos orum undulat m ❑ 15-Gal ,I — - - - - - - - - — 3 nia a uifolium • I • _5 Gal _ i • • � 4 - - - - n s n' Tight' - - —� 5-Gal l 1 AItus 1:?erf eat' 20 Phormium 'Jack sprpttl - al 1-Gal o _ o , Cercis occidentalis C Box C O � `q DN 0 > � 0- CE 6 Lavandula a, 'Blue Cushion' •N O 27 Scaevola 'Mauve Clust rs' W W W W W W W W 1-Gal lM, W W W W W W W W W 1-Gal W W W W W W W W W C ._ O O O �W W W W W W W W W VF W W /� C to C: 4 Callistmon 'Little John' G o v W W W W W W W W W W O 5-Gal LA c (E) Pomegranite Tree H 5 �/�- - - - • - y� �' W W W W W W W W W W W W W W W W V 0 W W W W W W W W W W W W W W W W 6,5' Diameter Canopy APUBLIC I / W W . W W W W W W W W W W W W W W LA O UTILITY W W W W W W W W W W W W W W W W (0, Ab�MENT W W W W W W W W W W W W\ V1I ZV 3 Rhus lancea 1 Pistacia chinensis (E) Tanqer ine Tree!Lf 5-Gal 2411 Box ' Diameter Canopy 2 Prunus c, 'Bright n Tight' 6 I 1 Rosa californica 5-Gal 5-G,cvH6 Pittos orum undulatum 5-Gal Planting Legend QUANT, SIZE BOTANICAL NAME COMMON NAME WATER USE HEIGHT WIDTH SPACING COMMENTS TREES: o}a 3 o 1 2411 Box Cercis occidentalis WESTERN REDBUD Low 10'-18' 10'-18' N/A a� 9o� 1 2411 Box Pistacia chinensis CHINESE PISTACHIO Low 30'-60' 30'-60' N/A Front yard Tree C s � 6 o > SHRUBS: G � Pol -E L L Q Q O 1 5-Gal Arbutus u, 'Oktoberfest STRAWBERRY TREE Low 6-8' 6-8' 6' 40 1 -Gal Anigozanthos 'Bush Ranger KANGAROO PAWS Low 1,5-2,5' 1 ,5-2,5' 2' o C � o �� ,�o� , . 11 5-Gal Callistemon v, 'Little John' NCN Low 3' 3' 4' G oNaoo °2 a�a 11 1 -Gal Lavandula a. 'Blue Cushion' NCN Low 1,5' 2' 2' 0- 0 O.Q D 3 5-Gal Mahonia aq,uifolium OREGON GRAPE Low 6' S' 4' ° oars apt o OIL O� 10 1 -Gal Nandina d, 'Fire Power' NCN Low 2' 2' 2' —a.So 14 15-Gal Pittosporum eugenioides NCN Low 40' 20' 4' 13 15-Gal Pittosporum undulatum VICTORIAN BOX Low 15'-30' 15'-30' 6' Required Privacy Shrubs 10 1 -Gal Pittosporum t, 'Cream de Mint' NCN Low 2,5' 2.51 2' 6 5-Gal Prunus c, 'Bright n' tight' CAROLINA CHERRY LAUREL Low 8-10' 6-8' 4' o C t E 20 1 -Gal Phormium 'Jack Spratt' NCN Low 1,5' 1 ,5' 2' CCD ED E E E � o � 3 5-Gal Rhus lancea AFRICAN SUMAC Low 25' 20' 10' Privacy screen shrub g o c j 6 5-Gal Rosa californica CALIFORNIA ROSE Low 5' S' 4' ° .G C 27 1 -Gal Scaevola a, 'Mauve Clusters NCN Low 611 3' 2' 0 L 0 G GROUND COVER: - u-I 0 CD CD LPLn o _ '• • 01� Old Sod Phyla nodiflora KURAPIA Low 611 N/A N/A 50 CD CD CD CD C CD L ' L-n r` Ln o — CJ U1F_ f__ 0- c L 5 -0 Lo u W W W W W W W W W W W W W W W W W W Sod Agrostis pallens NATIVE SENT GRASS Low N/A N/A N/A sheet: (a W W W W W WLd W W W W O M fU M< L . 2 to H oZ SEE SHEET l.1 FOR PLANTING NOTES0 o 2 0' 2' 4' 8' 16' E U- of sheets Community Development Department Plan ng Division — Cupertino 'CUPERTINQ APPROVED O Case # R-2020-014, 1" chamfer all top edges 11 Q O 3 layer of fir bark mulch HWR Concrete seat wall 00 O Landscape Architecture w/ light sand blast finish on cap Water basin dia, 00 O QQ Q QQ O O �' Approval Body: rector/Staff 3X dia. Of Can Q Q Q Site Planning Approval Date 10/28/20 Concrete finish #4 rebar (6) horiz, 30 o.c. vent. O 762 AlLesso Drive, _ _ _ _ Q O Brentwood, Co.94513 Signature Erik Poveda (See Notes On Layout , „ Rootball == _ _ = Scarify sides of Q O O Phone: 925.513.3091 g �� Plan for Color & Finish) 1 -10 �,=,ii-1Tl=1:;: 1=1T,=,i,=,� O Case Manager 8 Typical end view of seat wall yp ICI ._ ' ICI- planting pit Q Q Ce11: 925.383.5703 :III—I I —III III— _ Q Q III-III=III a II—III—III= Agriform tablets) I=1% Backfill mix per O Q O Mil lilll soils report O O O NDs a a I I I—LI-11 11-11, ,111- Q FO� C4p Fr #3 Bar a� - - - - - - - Q Q O ��Q� odRoSS �1110 ro� Continuous - ii .. :a Soil Mix to 1011 depth O O O O c�r° No. 2o7e 0N�m �� N ° �: below rootball O of Exp. 1 0 d �� .` Note; �3" dia. lodgepole pine tree * Da . 05. 7 � . • . 1, Planting pit shall be 2x diameter of rootball stake - set perpendicular N a4 2. Set rootball 211 above finish grade to prevailing winds. Top of Pavin 3. See shrub planting diagram for planting distance from stake minimum 6" below tree g edge of paving. canopy. a 4. Use 21 gram agriform tablets, Place tablets in contact Gro Strait tree tie 4/ tree. with rootball 2 way up. Nail to stake w/ galy. nails Stucco finish to match house 5. See specifications and/or soils report for backfill mix 1 Mo and 1/2" preformed exp, it, 311 layer of Water basin dia, 3 times Fir Bark mulch dia. of rootball n.t.s. (see specs,) Scarify sides of 8 Shrub planting - planting pit n,t.s. —I� 411 dia. perf. solid ADS _ pipe w/ drain rock. Do not include if bubbler present II 11 11I II III 11 11 1 Backfill mix V n.t.s. per soils report Note: � See Paving Notes LEGEND; Planting pit shall be 2x diameter of rootball and 1-1/2 C O for Finish and Color 6' 6' times as deep, Ln Ln DETACHED SIDEWALK A INSTALL 18" DEEP Score Joint _ _ (TYP) (TYP) ROOT BARRIER AT .N � -1 _ `\ Use 21 ram A riform tabs as follows: � 4"x4" P.T. Doug Fir post EDGE I I IDEIWALIK EDGE OF One g1) per 9- al container C OF �\ SIDEWALK P 9 a c _ �i i� SIDEWALiE�- J - - J - - - - J - = © INSTALL 24 P g kol 1 x6 Fence boards I1 Three (3) per 5- al container .— 0 A - DEEP ROOT Five (5) per 15-gal container � C w/ " overlap both B TREE TRUNK O III=III=III=III-III=III=III III=III=III=III=III � P _ - - - - - - - - - - - - - - - _ BARRIER AT BACK or per Manufacturers written Specifications. G O U 1" 3' sides 1ii - - - - - - - - - OF CURB 6"x6"-10/10 W.W.M FACE OF CURB BACK OF CURB N Compact Sub Base 2"x4II top rail CO P• _ MONOLITHIC CURB AND SIDEWALK 1 O Tree Plantinq to 90/ �n I INSTALL 24„ ROOT BARRIER IN LA O J I I I \� I I I $ -C$NTINUOUS LENGTH WITHIN TEE WELL n,t.s, U I I I I `SID WALK I �TREE_I ELL Gate I I I 2"x4" 'Z'-Frame ILatc I I I �, TREE TRUNK - - -I- - - -�� - - -I- - - OI I I I NOTES: - - - - - - - - - - - - - - - - - - FACE OF CURB /� {� I 1. 18" ROOT BARRIER AND 24" ROOT BARRIER SHALL BE HIGH DENSITY 2 Concrete Patio I AND HIGH IMPACT PLASTIC AS AVAILABLE FROM "DEEP ROOT", 345 LORTON AVE., SUITE 103, BURLINGTON, CA 94010 AT 1-800-458-7668, i n,t.s. I I OR FROM "ROOT SOLUTIONS", INC., 3276 KITCHEN DRIVE, CARSON CITY, NEVADA 89701, AT 1-702-788-9577.y Min, Tree Spacing, -- - - -_ �/ \\ Heavy duty hinge 2. TOP OF ROOT BARRIER SHALL BE SET 1/2-INCH*-ABOVE FINISHED / from Curb, T ga GRADE OF SOIL BUT UNDER NO CIRCUMSTANCES SHALL THE TOP OF yP' / fli 2 req,, Gate opens to ROOT BARRIER EXTEND ABOVE ADJACENT CURB SIDEWALK OR OTHER downside of Slope. HARD SURFACING, AND SHALL BE INSTALLED IN ACCORDANCE WITH / 1 �\ / I I I MANUFACTURER'S INSTRUCTIONS. i _ _ - 1 \I 6x6-10/10 W.W.M. 2"x4" Gate side frame 1 I • / +\ / /� \\cr) Concrete paving See Notes on Layout Plan � Q 6 for Color & Finish Gate Elevation / oG� N Score Joint 9 Roof Barrier ' Min. Adult Shrub Spacing 6 a� , Ty L Gate n.t.s. from Curb - - - - � p' c °° a ° n. s. a - Back of Curb and/or Concrete Walk. — � - -� - - - - t. 5s o ��0 oN Compact Sub Base t0 90, 11 plant Spacing @ Paving �, of o y 3 F� 2a H 411x4" P,T, Doug Fir post 1"x2" stops °-0 3 a= o 6 at 8' o.c. max. 1"x8" fence boards ° G �oD overlap 1„ � each side o a E L a . o 2"x6" top rail °° 2"x6" top rail 0 � 00 a —-o 0 � 6 O 3 Concrete Walk 1"x2" stops n.t.s, I I I I I I I I I I I I 1"x8" fence boards O o I overlap 1" each side I I I I I I D I I 4 X4l P.T. DOUG FIR POST Ln CD at 8' o.c. max. } o 4" Concrete Band o FM cNear Pavers I I I I I I I I 1"x2" stops G c See general notes for style and color �� -0 o 2 x4 bottom rail N 21lx8" skirt board -1 �� o.. . : ...o.. . o.., o -III—I '� III—I' NOTE: _ II—III II—III= Finish grade -I I I=1 III=1 0 I_ III 1 All lumber to be rough 2"x8" skirt board _ IIIIIIII:.::; II=11' 12" dia. concrete footing o -C 1-1/2" depth sand base. typical sawn redwood unless 2"x4" bottom rail cv —III �: II= i-n u) IU �IIIIIII . 111II_ CD o Ln 3-1/411 Aggregate base, noted otherwise. —_^ o depth as required =_ G V > 'I I� �I I I111111 11111; -0 U Compact Sub Base E l eya t o n 1, to 90% a z Section sheer: W A Vl W G' o Z2 ICU q W 4 Entr Paving 6 ' fence DZ n.t.s. n.t.s. Lla 3 0.2 of sheets Community Development Department Plan ng Division - Cupertino 'CUPERTINQ APPROgiLbTION 02480 - LANDSCAPE PLANTING 1.10 AS-BUILT DRAWINGS 2.08 PLANTING MIX 3.07 CLEAN-UP 3.04 SHRUB, TREES AND GROUND COVER Case # R-2020-014, A. Prepare "As-Built" drawings which shall show deviations from A. plantingbackfill mix for planting of all trees and shrubs A. During the course of planting operations, excess waste P 9 9 P 9 P A. Areas shall be maintained in a moist condition for the HWR the bid documents made during construction affecting the shall consist of the following, per cubic yard: materials shall be removed dail duration of the maintenance LoncJscc� e Architecture 1 GENERAL 9� P Y y period. planting installation. p 75� clean on-site topsoil Site Planning Approva I Body: rector/St�ffj1 WORK SPECIFIED 25% compost B. When planting in an area that has been completed, area B. Areas shall be kept weed free. B. The drawings shall be reproducible, reverse mylar-line drawings P shall be thoroughly cleaned u 762 f�ltessa Drive, A rovaI Date 10/28/20 and shall be drafted by a qualified draftsperson. 2.5# 6-20-20/yd of mix 9 Y P pp _. ..:_.. II necessary labor and materials for soil preparation, C. Plant material indicating weakness or probability of dying BrenLwood, Co.94513 installation of lawns, ground covers, shrubs and trees in C. The drawings shall indicate and show approved substitutions, B. Planting backfill shall be thoroughly mixed and stockpiled on C. Prior to preliminary acceptance, the entire landscape area shall be replaced with similar material by the Landscape Phone: 925.513.3091 Signature Erik PoCase Ice with landscape drawings and as specified herein. 9 PP site for planting operations. shall be cleaned u to the satisfaction of the Landscape Contractor at his own expense.Case Manager P 9 P botanical and common name, size and quantity of material. P 9 P P P P Ce11: 925.383.5703 Work includes, but is not necessarily limited to, the Architect and the Owner. following: D. The reproducible drawings shall be delivered to the 2.09 OTHER MATERIALS D. Tree stakes or straps which for any reason are damaged Landscape Architect before final acceptance of the Work. D. Remove all debris resulting from the work of this section. or rendered inadequate for support shall be repaired or 1. Site preparation including the removal of weeds and A. All other materials, not specifically described, but required replaced by the Landscape Contractor at his expense. rubble. for a complete and proper planting installation, shall be \p,NDSC,gpF 2. Finish grading. E. Constant diligence shall be maintained for the advent of �� Ross q 9 9• PART 2 PRODUCTS selected by the Landscape Contractor subject to the END OF SECTION disease, insects, and infestations and proper preventative ,�� o d s �0 icy 3. Soil preparation. approval of the Landscape Architect. di control measures taken. �' o` 4. Installation of plant materials. 2.01 PLANT MATERIALS w z No. 2078 NOf m PART 3 INSTALLATION F. Fertilize each tree and shrub with commercial fertilizer at Exp. i 1.02 RELATED WORK A. Trees, shrubs, vines and ground cover shall be of the size * Da . 05. 7 the end of 90-days as follows: and species indicated on the planting drawings. All plant A. Irrigation System - Section 02441 materials shall be nursery grown container stock of top 3.01 GENERAL 1. 15 gallon size - 1 pint B. Landscape Maintenance - Section 02499 quality. All plants shall be healthy, well foliated and well 2. 5 gallon size - 1/2 pint rooted, free of pests, insect or disease and properly A. Prior to commencing the work in this Section, carefully 3. 1 gallon size - 1/4 pint hardened off. All plants shall be labeled as to species and examine the work of other trades and verify that such work SECTION 02499 - LANDSCAPE MAINTENANCE 1.03 INSPECTIONS nursery in which they were grown or purchased. is sufficiently complete so that the planting may be installed G. Fertilize ground cover and shrub areas with commercial in complete accordance with the Drawings and Specifications. fertilizer every 30-days as recommended. A. The Landscape Contractor shall give 48-hours' notice and B. No trees shall be accepted that will not stand on their own In the event of a discrepancy, notify the Landscape PART 1 GENERAL set appointments for all inspections by the Landscape trunks after the nursery stake has been removed. Architect and proceed as directed. 3.05 PAVED AREAS AND CLEANUP Architect. 1.01 WORK SPECIFIED C. No pruning shall be done except as directed by the B. Installer must examine the sub rode, verify thltions, A. All walks and paved areas shall be kept clear of debris, B. Inspections by the Landscape Architect shall be scheduled 9 y e elevations, mud, sand or standing water b sweeping or hosing down Landscape Architect. observe the conditions under which the work is to be A. The growing and maintenance operations necessary to 9 Y P 9 9 for the following operations: 9 9 P y as required to maintain cleanliness throughout. Remove all 1. Approval of all plant materials. unsatisfactory conditions. areas, to provide pest and disease control, and to maintain D. Quantities shall be furnished to complete the Work. Plant performed and notify the Landscape Architect of establish the turf areas, ground cover and all other planted debris resulting from the work of this section. 2. Preliminary pre-maintenance inspection. legend quantities are for the Landscape Contractor's the irrigation system and related construction elements. 3. Final inspection. convenience only. C. When conditions detrimental to plant growth are encountered, 3.06 MAINTENANCE WALK-THROUGH such as rubble fill, adverse drainage conditions, or B. Soil Testing: A one-quart sample of the in-place topsoil C. The preliminary, re-maintenance inspection shall be called E. All plants shall ti nursery grown in accordance with good obstructions, notifythe Landscape Architect before planting. q p p P A. Upon initiation of the landscape maintenance period, a P y' P P horticultural practices and shall be grown under climatic P P 9• (taken 20 days after planting) shall be submitted to P P for at the end of all planting operations for the purpose of schedule shall be established for one maintenance walk- conditions similar to those in the locality of the project for Sunland Analytical Lab, Inc., Rancho Cordova, California at determining compliance with plans and specifications, at least one year. D. Prior to planting all rough grading shall have been completed (916) 852-8557 for fertilizer recommendations. Cost of through per month with the Owner and/or the Owner's workmanship and clean-up. The Landscape Contractor shall to within 6-inches of finished grade. test shall be paid by the Landscape Contractor. representative. Landscape Contractor shall coordinate his secure written verification of inspection data and any work schedule with the Owner and/or Owner's representative. corrections required to work. If all work is acceptable, the F. Plants shall be typical of their species or variety and shall q P have normal habits of growth. They shall be free of E. Water will be supplied by the Owner. 1.02 RELATED WORK v maintenance period shall begin. If unacceptable, the C Landscape Contractor shall correct the deficiencies and disease, scale, insect pests, eggs, or larvae and defects such as knots, sun-scale, injuries, abrasions or 3.02 SITE PREPARATION A. Irrigation System - Section 02441 3.07 FINAL ACCEPTANCE 0 0 request another inspection. disfigurements, and shall have healthy, well-developed root systems. A. Finish grades adjacent to curbs shall be 2" below top of B. Landscaping - Section 02480 A. General: Work of this section will be accepted when all �_ C D. Final inspection shall be made at the end of the required Y curb. In all shrubbery, ground cover and lawn areas, the work has been completed, including maintenance period maintenance period for full approval of the landscape work. but not including replacement of plants under Warrent .N G. Trees shall have straight trunks unless otherwise specified finish grades shall be 1 1/2 below adjacent paving. 9 P P Y• o with the leader intact, undamaged, and uncut. 1.03 DURATION Before requesting observation for Final Acceptance, submit V ( � 1.04 QUALITY ASSURANCE the following: , B. Finish grade surfaces shall have 1% minimum slopes to 9� C A. The maintenance period shall be for a period of 90 calendar 1. Record Planting Plan A. All landscape work shall be performed by personnel H. All plants shall conform to the measurements specified in drain. days beginning with the approval of the preliminary pre- 2. Supplier invoices and delivery slips for all materials 'i U experienced in the work required and work shall be performed the plant List except that plants larger than specified may maintenance inspection. installed. under the direction of a skilled foreman. be used. Use of such plants shall not increase the 3.03 SOIL PREPARATION C 3. Maintenance Schedule -Ccontract price. U B. Provide plant materials correctly labeled, true to name and A. Verify that finish grading has been completed satisfactorily 4. Notify Owner's Representative before Final Acceptance G O prior to beginning soil preparation. observation of conditions which impee plant variety as established by the International Code of Botanical I. Container stock shall have grown in the containers in which P 9� 9 P P PART 2 PRODUCTS establisment and growth. � � Nomenclature (dated 1972, Utrich, Netherlands, for the delivered for at least 3-months, but not over 2-years, and N _ B. All areas to be planted shall be cleared of debris and weeds. �J international Association of Plant Taxonomy) and as amended. shall in no case be accepted if root bound. P � � � All planting areas shall be cultivated to a minimum 12" 2.01 GENERAL B. Deficiencies noted during maintenance period observation C. Provide trees, shrubs, and other plants complying with the p p y p p depth in order to make soil loose and friable. Rocks 1 1 2" which have not been corrected will terminate the Final J. Plants shall not be pruned prior to deliver except upon the P / [] recommendations and requirements of ANSI Z60.1 for type special approval of the Landscape Architect. or larger shall be removed from the site. After initial A. The Landscape Contractor may select to use herbicides or Acceptance observation and extend the maintenance Q cultivation, apply the following materials even) over planting pesticides during planting or maintenance procedures. If period by 30 days. Costs associated with additional site ^^,, and species required. Provide single stem tree except PP Y 9 Y P 9 P 9 P 9 P V U where special forms are shown or listed. K. Ground cover plants and annuals, unless otherwise indicated areas: this is done, the selection and use of the materials is solely observations required as a result of Contractor's failure to on the Drawings, shall be well rooted and established in the responsibility of the Landscape Contractor and shall be correct deficiencies shall be born by the Contractor 1. Organic soil amendment 6 4 cu y00 sf 0 sf in accordance with rules of governing agencies. D. Provide tree sizes listed or shown and with branching flats, and shall have been hardened off for a minimum 2. Fertilizer (6-20-20) - 16 Ibs/1,000 sf 9 9 9 configuration recommended by ANSI Z60.1 for type and period of thirty (30) days before shipping to the Work site. END OF SECTION species required. C. Thoroughly incorporate these materials into the top 8" 2.02 MATERIALS L. Grass sod: Sod shall be of type as indicated on the of soil. 1.05 SUBSTITUTIONS Drawing. A. Turf Fertilizer: Granular commercial fertilizer 16-6-8 plus trace elements. A. No substitutions of plant materials will be permitted without M. Certificates of inspection of all plant materials shall be 3.04 TREE AND SHRUB PLANTING furnished as required b Federal, State or other authorities B. Shrub and Ground Cover Fertilizer: Sunland Analytical Lab, the written approval of the Landscape Architect. q y A. Planting shall not commence until completion of all Inc. recommends that 5 pounds of Ammonium Sulfate having jurisdiction. construction work, grading, soil preparation and sprinkler (21-0-0) be applied per 1,000 square feet every month 1.06 SCHEDULE OF WORK installation. All container stock shall be spotted on site until plants become established. After established, apply 2.02 FERTILIZER by the Landscape Contractor in accordance with the Drawings 28-3-4 (or similar preparation) to provide desired growth A. Upon award of the contract a satisfactory work schedule prior to planting. Set out only quantity that can be rate and color. shall be submitted to the Owner and/or Landscape Architect A. Granular fertilizer shall be (6-20-20), as manufactured by reasonably planted in one day. Plant pits shall not be for carrying out the work. No modifications shall be made Sierra Chemical Company, or approved equal. excavated until the approval of plant locations by the to this schedule which have not been approved by the Owner. B. Planting tablets shall be Agriform slow release planting Landscape Architect. PART 3 EXECUTION tablets, 20-10-5, 21-gram tablet size, as manufactured B. Planting layout shall be in accordance with the Drawings. 1.07 ORDINANCES AND REGULATIONS by Sierra Chemical Company, or approved equal. 3.01 GENERAL A. All local, municipal and state laws and rules and regulations C. Fertilizers, unless otherwise specified, shall be delivered in C. Prepare plant pits in accordance with the Drawings. Backfill _} partially with the prepared backfill mix and add planting 0 governing or relating to an portion of this work are hereby P Y P P P 9 A. The entire site shall be maintained in a proper and order) - L 9 9 9 Y P Y standard size, unopened containers showing weight, P P Y -� � a incorporated into and made a art of these specifications tablets at a rate of: fashion. Areas shall be protected from damage, including N P P P analysis, and name of manufacturer. They shall be stored P 9 9 o Gs� and their provisions shall be carried out by the Landscape in a weatherproof storage lace and in such a manner that erosion and trespass. Walks, paved areas, structures and C 2 a� P 9 P 5 tablets per 15-gal plant } Contractor. Anything contained in the specifications shall the fertilizer will be kept dry and its effectiveness not equipment shall be maintained in good repair and kept 'd P Y 3 tablets per 5-gal plant G not be construed to conflict with any of the above rules impaired. 1 tablet per 1-gal plant free of debris. L Qy ? c and regulations or requirements of same. However, when the specifications and/or drawings call for or describe 2.03 SOIL AMENDMENTS D. Install plastic deep watering pipes in accordance with the 3.02 IRRIGATION SYSTEM cEC materials, workmanship, or construction of a better quality, V �o C Tree Planting Detail for those trees indicated on the Drawings. � V o F� higher standard or larger size, specifications and/or drawings A. Compost shall be nitrified redwood or cedar compost or A. Piping, equipment and appurtenances shall be adjusted, 6 N - 0 shall take precedence over the requirements of said rules per the soils report on the Drawings. Submit sample and E. Install a 3" layer of wood chip mulch in the watering basins cleaned and maintain in proper working order. Defects •v o o and regulations. analysis to the Landscape Architect for approval prior to of all trees and shrubs not in the shall be corrected and damaged, faulty or missing materials y p pp p grass areas as indicated and equipment shall be repaired or replaced at the V ° �� c N delivery to the Work site. by the planting Details on the Drawings. Landscape Contractors expense. = N o 1.08 DELIVERY, STORAGE AND PROTECTION P P o� F. All trees shall be securely staked with double stakes, driven a r 0- 0 L 2.04 HERBICIDES B. IMPORTANT: It is the Landscape Contractors responsibility � os 3 A. Plant material shall be delivered to the site in covered vertically 2' into firm ground. Trees shall be fastened in o to determine water application rates and controller cycling. �o t carriers to prevent plants from being windblown. Plants A. All non-turf, excluding seeded or bulb planting, areas shall two or more places with rubber tree ties, nailed with The Landscape Contractor will instruct the Landscape 0') ��20� o stored on site shall be kept moist and maintained in a galvanized nails in a figure '8' fashion, with room allowed receive pre-emergent herbicide treatment with a chemical Maintenance Contractor (If Maintenance Contractor is a C 6° 3 healthy condition. for two ears growth. Staking shall be done immediately ac--0 - that is approved for use within the State of California and Y 9 9 y Subcontractor) on the operation and programming of the - aD o 6 the Count in which the work is performed. The selected after planting and trees shall stand plumb after staking. '• 6= o } B. Deliver fertilizer in waterproof bags showing weight, chemical Y P controller. a analysis and name of manufacturer. herbicide(s) shall be labeled for use with the projects plant C �L2 material. The applicator must adhere to all the label G. Trees shall not be planted within 10 feet of water or sewer C. Irrigation scheduling, ° �a0s lines. 9 g, shall be the responsibility of the G C. Plants shall be protected upon arrival at the site by being instructions and warnings. Furthermore, the applicator must Landscape Contractor. � a, , watered thoroughly and properly maintained until planted by be licensed to spray, or trained and supervised by a ° 3.05 GROUND COVER PLANTING Whenever covering with wet soil, peat moss, suitable straw mulch licensed individual in the safe and proper application possible, landscape irrigation shall be scheduled material or other approved method. procedures. The Landscape Contractor assumes all legal between 2: 00 A.M. and 10: 00 A.M. to avoid irrigation 6 responsibilities associated with the chemical's selection and A. Prepare soil in accordance with the Specifications. during times of high winds or high temperature. D. Plants shall not remain unprotected for a period exceeding application and must insure that the proper State B. Rake and fine grade soil to conform with grading 24 hours. certification and liability insurance coverage for chemical requirements. E. Planting areas and plants shall be protected against usage is in place. 3.03 LAWN tres assin and damage of an kind. If an )ants become C. Water area lightly to moisten the soil prior to planting as P 9 9 Y Y P B. Submit a list of selected chemicals to the Landscape necessary to thoroughly soak the soil, but not sufficiently damaged or injured they shall be treated or replaced at no Architect for approval and notify of the date and time of A. Lawn areas shall be maintained at a constant moisture PP Y to cause erosion. Water flats and 1-gallon containers of additional cost to the Owner. No work shall be done within anticipated application. ground cover one (1) hour before planting. depth of 8". Hand watering shall be practiced, if necessary, or over planting areas or adjacent to plants without proper to maintain moisture depth. U-) safeguards and protection. 2.05 WOOD CHIP MULCH 3 CD D. Ground cover shall be planted from sod, rooted flats or B. Lawn shall be mowed as specified herein. Clippings and F. Plant materials are subject to inspection and approval, or 1-gallon containers in conformance with the spacing as debris shall be removed from the site. Lawn shall be } o A. The wood chip mulch shall be 1/2"-3/4" Fir bark as called for on the Drawings in even) spaced rows incorporating rejection, on the site at any time by the Landscape Architect 9 Y P P 9 trimmed at the edges of curbs and paving. -0 equal. roved e or a Sequoia Forest Products Se y q , approved staggered or triangular spacing.for size, variety, condition, latent defects, or injuries. manufactured b 99 9 P 9• c Rejected plant materials shall be immediately removed from C. Lawn areas which die or fail to become established shall 3 c B. All areas of exposed soil shall be covered with a minimum E. Immediately treat all ground cover areas with the pre- be re-seeded or sodded at maximum 10-day intervals until 0 the site and replaced. y of 3-inches of bark as per Detail on the Drawings. emergent herbicide as recommended b the Pest Control O 9 y a vigorous, lush stand of turf is established. Advisor and approved by the Landscape Architect. Apply in 1.09 WARRANTY C. Submit samples to the Landscape Architect for approval accordance with the Advisor's directions. D. Lawn areas shall be kept free of weeds. Maintenance shall prior to delivery to the site.A. The Landscape Contractor shall provide an 18 month also include treatment for fungus, disease, rodents and insects. warranty on all plant materials from date of Substantial 2.06 PLANT STAKING MATERIALS 3.06 SODDED LAWN Completion. Gaurantee shall be provided to Owner on E. Rocks, clods, and debris which appear on the surface shall ' Contractors letterhead. A. Prepare soil in accordance with the Specifications. CDA. Stakes shall be 2 minimum diameter by 10 long, new be removed. Heaved, settled, or eroded areas shall be B. Warrent that all plant materials under this contract will be lodgepole pine tree stakes, pointed at one end and B. Roll sod bed with a 200-pound water ballast roller in two restored by excavating, filling, finish grading, rolling and O vigerous, healthy, free from dead or dying branches and chamfered at the other. directions and bring depressions to finish grade. re-sodding as required. . branch tips, bearing foliage of normal density and color, � vi and will otherwise comply with these Specifications. B. Stakes shall be pressure treated by Wolmanizing with CCA C. Water areas to receive sod. Soil to be moist to a depth F. Lawn shall be mowed for the first time after the establishment 0 (Chromated Copper Arsenate) Wood Preservative. of 6 inches. of a vigorous, uniform stand of turf which has reached a �j 0 height of 3". Lawn shall be mowed a second time when 0 5 C. Plant material found dead, or not in a healthy growing D. Spread fertilizer provided b sod supplier even) over it again reaches a 3" height except that the second cutting 0 U O condition, shall be replaced. Replacement plant material C. Tree ties shall be sturdy rubber tire type, without wire, p p y pp y 9 9 P 9 -0 L 0 shall be of same size and species with a new warranty length as required, as manufactured by Gro Strait Products, planting areas. shall be performed no sooner than 10 days after the first. commencing on the date of replacement. or approved equal. Mowing shall take place thereafter as required for a neat w E. Lay sod so that the adjacent strips butt tightly with no appearance. IF wD. Tree ties shall be attached to stake with galvanized nails. spaces between strips. Lay sod on mounds and slopes with ShGG�t: A strips parallel to contours. G. Fertilize all turf areas with commercial fertilizer at a rate w of 15 pounds per 1,000 square feet after the second cutting F. Tamp and roll sod thoroughly to make contact with sod bed. and thence forth at 60-day intervals until the end of aA 2.07 LAWN EDGING maintenance period. Water thoroughly after fertilizer oa G. Apply top dress fertilizer at the rate of 6-pounds per application. L ,04 WA. Edging for lawn areas shall be 4" Concrete Mow Bands 1,000 square feet. iuN installed per the Detail on Sheet L-4 of the Drawings. oZ H. Water sod thoroughly immediately after fertilization. o 2 E iz OF sheets Of I Community Development Department 9 FOUND J-IRON PIPE I C Planning Division — Cupertino TILSON AVE � Rlw /N MON. WELL C I I UPERTINQ APPROVED h ---- ----------------------------------------------------------------------- --�--I Case # R-2020-014, a MONUMENT LINE N. triad/holmes assoc. "04 Approval Body: Director/Staff I 1 I GRAPHIC SCALE civil engineering land surveying Approva I Date 10/28/20 10 0 s 10 20 40 MAMMOTH LAKES Signatur Erika Poveda BISHOP i Case Manager I REDWOOD CITY ( IN FEET ) SAN LUIS OBISPO I I I I 1 inch = 10 ft. I I I I I I I I I I I Copyright (C) 2020 by G,n �1 I Triod/Holmes Associates 52 C Document is Intended All Rights Reserved. This A 1Qj2'P Only for Use on the G, g Project SpecifiTitle ed in the A.P.N. 375-17—044 j 1 11 1a:l 0 Document ar Portions of 1 tion of this I G, I ( I this Document, Without — — I I J1 1 1 LEGEND: the Expressed Written A.P.N. 375 17 046 ��5 F` I I Consent of Triad/Holmes, is Prohibited. 9 CONC PROPERTY LINE REVISIONS.• BY 1 CURB ADJACENT PROPERTY LINE WOOD FENCE CENTERLINE PP I I WMB i I I O I I 1 I OH 0 VERHEAD UTILI TIES Ca - - - - - -- - - - - - - - - - - - - - - - - - - - I I �o �7FENCE S8939'45"W ��' `p 1 N89 39 45'E 1 / I — ----- --�---- -- -� o I I I I '88 CONC WALK 100.00 �' 1 >�� 25.oo' 1 •1 I SS SEWER LINE Q j18g.07 �� 188.3g >88.63 �Sg.53 I I' �S SIS i - - - - - - - - - - - - EASEMENT i I 1 I I I I ° 188 8o GM A C SSCO I 1 wV GOING D I 1 I 6.15 2 I — — EDGE OF PA VEMEN T b oZ ID EM Imo/ I1 a56 I , 1. PAD CONC o p p 188.8g — — ° PA TlO I I j 1 o l SPOT ELEVA TION A.P.N. 375 17 047 pp, 8•82 I i 56�� i I 1 AC ASPHALTIC CONCRETE I �8 EXISTING '8�s¢ 0 1� ; I Sias41$ PG I CONC. CONCRETE 1 EM ELECTRIC METER ° RESIDENCE g.82 GRASS I I EP 1 I ' I I CONC 18 Z I I I , I FF FINISH FLOOR PREPARED FOR I°o I �4 PA TlO o LAWN p I ONC o 1 I FL FL0WLINE I 8 cn I o 01�, I roe Y LONG I p ( ti I ° ° ° o �ti I SIDEWALK N 10 I GM GAS METER DESIGNS o ; o I ° 9�� o 11 Io I 1 PP POWER POLE I 18 FF �' '88so o (cn i � �; � i R/W RIGHT OF WAY 7'FENCE .188.98 ,9 � 18 g � ° 18 2 �� I 11 I I I I o 8•Sg PLANTER �. 6 8.8 SSCO SEWER CLEANOUT MAILBOX I 11185EP I I WMB WA TER METER BOX p. �,.. � � I D 188.g8 p ° .�d 1 8..�5 ° o 0 0° 1 118 � ; I ; FIRE HYDRANT I , o I o 6 ° ° 1.88 4g '�, ° p D h I I I 6$ O 5' PUBLIC I I GRASS p r' SSCO SEWER CLEANOUT I I LA WN 1 1 vtn/ UTILITY I I I Za g3 I° I �`9 ° I. g° .. p CONC I I 1 � I WA TER VAL VE BOX EASEMENT 9 BRICK 188 ° p .I I I i $ BORDER 188. � I . ° ° • ° ° v DRl VEWA Y I � I P ° 11o.q �'- ar I ; � UTILITY POLEA.P.N. 375-17-049 z 18g°° �889p°' 8 �5188.54 0 0 88426 : � 1 I O ,� 1 1 OO FOUND MONUMENT AS NOTED Q �— p p °D ; 6� [ 185.82 I 6 Zg I I N89 3945"E _—�`' 4-' _`� -- : I ha PG BRICK CC I 5' PUBLIC `per 100.00 'v 1 I I 5' PUBLIC I I I UTILITY o� 7FENCE 1 CONC I I 1 CONCRETE 0 UTILITY7�11 I EASEMENT CURB EASEMEN I I I j O I I I i� � 500' L I � AC Ih�F� I I I NOTES.- Z O I 1��4 186 36 I vi 8° 1 V I BENCHMARK : J A.P.N. 375-17-048 30.00' I 30.00' ELEVATIONS ARE BASED ON NGVD 88/CITY DATUM. Q FIRE 1 I PROJECT BENCHMARK IS THE FINISHED FLOOR OF Q C� HYDRANT i THE EXISTING RESIDENCE AS SHOWN. Z 1 I ELEVATION = 189.41 Z Q 1= PROJEC T SI TES W �� O IC I 10481 JOHNSON A VE O CUPER TINO CALIFORNIA v APN-375-17-047 I 5,000 sq.ft. 0. 11 acres I I i I i N51 I 0 M ER(S). SRIRAM SESHADRI O I I & H YE— MOON HAN Qrr ^ I HEREB Y STA TE THA T I AM A LICENSED SUR VEYOR OF THE V STA TE OF CALIFORNIA, THA T THIS MAP CORRECTL Y 1 REPRESEN TS A SUR VEY MADE UNDER M Y SUPER VISION IN O i FEBRUARY 2020, AND THAT PROPERTY LINES SHOWN HEREON ARE COMPILED FROM RECORD DATA AND THAT THIS MAP DOES O NO T INCL UDE EA SEMEN TS EXCEP T THOSE SPECIFICALL Y HA J?JVHA DELINEA TED HEREON. 60 ' I IF UNDERGROUND UTILITIES, ZONE, SETBACK AND STREET W WIDENING DA TA ARE SHOWN HEREON, IT IS FOR INFORMA TION ONLY, HAVING BEEN OBTAINED FROM AVAILABLE SOURCES NOT CONNECTED WITH THIS CORPORA TION. THEREFORE, NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS DATE 212412020 OF SAID INFORMA TION. SCALE FOUND -1 LAND -------__ _ _ _ IRON PIPE 1 = 10 ---_—_ — — IN MON. WELL --- _—_— —_—__ — — i MDREW K DRAWN MN -------- _—_—_— 1 HOLMES JOB NO. -------------- 1 PLS 4428 09-2053 ------------ ----------- I DWG -------- I pr MONUMENT LINE ��'1�� -------------------- ----------- ANDREW K. HOLMES SHEET of