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R-2022-048, RM-2022-038 Approved Plan Set Planning Division — Cupertino APPROVED Case# R-2022-048, AKIV6&)Wu'kQKV KC Approval B dy: Director/Staff Approval D to 12/13/22 10552 GASCOIGNE DRIVE Signature Phillip Truong kyLechan Case ManagerCUPERTINO CA 95014 3561 HOMESTEAD(ROAD ' PV SYSTEM REQUIRED UNDER 2019 CODE: SUITE 222, PROVIDE THE FOLLOWING FOR THE INSPECTOR'S REVIEW: SANTA CLARA,CA 95051 1) LOCATION OF THE PV ARRAY SYSTEM ON ROOF PLANS. 6169-244-3111 NEVV 2 - STORY SINGLE FAMILY HOUSE Et ATTACHED ADU 2)STATE THE KW PROPOSED IN TITLE-24 ON ROOF PLAN www.kyLechan.com 3)SOLAR PANELS MUST BE A ROOFTOP INSTALLATION kyle@kydechan.com 4)TOTAL PANEL WEIGHT INCLUDING FRAME CANNOT EXCEED 5 POUNDS PER SO FT. 5)MAX CONCENTRATED LOAD AT EACH POINT OF SUPPORT SHALL NOT EXCEED 40 POUNDS PLANNING SUBMISSION PERMIT SUBMISSION SET: 6)MAX HEIGHT ABOVE THE ROOF SURFACE IS LESS THAN 18 INCHES 10.21.2022 7)PV PANELS MUST NOT BE BALLASTED 8)SOLAR INSTALLATION DRAWINGS SHALL BE PROVIDED TO CITY INSPECTOR AT THE JOB SITE. Sheet Revisions: LREVISION 11.9.2022 AREVISION#2 RESPONSE 11.25.2022 ALL DRAWINGS AND WRITTEN MATERIALS CONTAINED HEREIN CONSTITUTE THE ORIGINAL&UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ®KYLE CHAN ARCHITECT,INC. ELECTRONIC PLAN REVIEW \w kk O w ill U w z zz � � SEE A0.5 FOR SITE PLAN 0 w O _ � p � O w Ln Q z -- pC w 0 01-- C Z N w w L w = o � U U j, I I low PROJECT TEAM VICINITY MAP ENVIRONMENTAL NOTES ZONING INFORMATION PROJECT INFORMATION DRAWING INDEX Q O� OWNER ARCHITECT PER CUPERTINO MUNICIPAL CODE: GRAND SUCCESS LLC KYLE CHAN,ARCHITECT THE USE OF COPPER METAL ROOFING,COPPER GRANULE PROJECT DESCRIPTION: 1. DEMOLISH EXISTING SINGLE FAMILY ARCHITECTURAL CONTAINING ASPHALT SHINGLES,COPPER GUTTERS AND ZONING: R-1-5 HOUSE 4045 MORELAND WAY, 3561 HOMESTEAD ROAD#222 La D LAND USE: LOW DENSITY 1-8 DU/ACRE AO.1 PROJECT INFO SAN DOSE, CA 95130 SANTA CLARA,CA 95051 DOWNSPOUTS,AND/OR OTHER EXTERIOR ORNAMENTAL 2. PROPOSE A NEW 2-STORY SINGLE FAMILY COPPER IS STRONGLY DISCOURAGED FOR ALL RESIDENTIAL NUMBER OF STORIES:EXISTING PROPOSED 408-391-7329 CELL:669-244-3111 Restrairant &" Bar - 1 2 HOUSE&ATTACHED ADU/ CIVIL BUILDING PROJECTS. THE AFOREMENTIONED COPPER cnecons@gmaiE.com kyle@kylechan.com CFeek Wwd L ~ APPLICATIONS ARE NOT PERMITTED FOR USE ON ANY C.0 BOUNDARY&TOPOGRAPHIC SURVEY �. COMMERCIAL OR INDUSTRIAL BUILDINGS DUE TO THE EXISTING HOUSE INFORMATION C.1 GENERAL NOTES POTENTIAL FOR WATER POLLUTION FROM COPPER EXPOSED YEAR BUILT: 1954 C.2 GRADING AND DRAINAGE PLAN SURVEYOR/CIVIL ENGINEER STORMWATER RUNOFF. LOT SIZE: 5,267 SF APN: 375-23-007 C.3 EROSION CONTROL PLAN COVER SHEET WEC Et ASSOCIATES STRUCTURAL ENGINEER C A L V E R T EXISTING HOUSE AREA(TO BE DEMOLISHED SEE A1.0) CA STREET IMPROVEMENT Et UTILITY PLAN 2625 MIDDLEFIELD RD#658 WESLEY LIU ENGINEERING HABITABLE(R3) 1,056 SF CONSTRUCTION TYPE: V-B C.5 DETAILS PALO ALTO,CA 94306 7246 SHARON DR#0 EXISTING GARAGE(U) 460 SF � OCCUPANCY: R-3/U 650.823.6466 PH SAN JOSE CA 95129 IF FIRE SUPPRESSION SYSTEM OR WATER LINE FLUSHING IS ARCHITECTURAL 650.887.0321 FAX 408-973-1839 1ST FLOOR AREA(R3): 999.8 SF CONDUCTED UNDER A SEPARATE PERMIT,THE APPLICANT BUILDING CODES: 2019 CBC(BASED ON 2018 IBC) A0.5 SITE PLAN/FLOOR AREA STUDY CONTACT:ED WU WESLEYLIU@YAHOO.COM AND/OR CONTRACTOR MUST COMPLETE AND SUBMIT THE ZND FLOOR AREA(R3):427.9 SF 2019 CRC(BASED ON 2018 IRC) A1.0 DEMOLITION SITE PLAN ed@weceng.com GARAGE(U): 427.9 SF PLANNED WATER DISCHARGE FORM WHICH CAN BE TOTAL AREA: 2 2019 CEC(BASED ON 2017 NEC) A2.1 FIRST/SECOND FLOOR PROPOSED PLANS DOWNLOADED AT WWW.CUPERTINO.ORG/GREENDEV ,367 SF(R3+U) 2019 CIVIC(BASED ON 2018 UMC) A2.2 ROOF PROPOSED PLAN CITY STAMP: RANCHO (HELPFUL LINKS). THE FORM SHOULD BE SUBMITTED TO THE ZONING ANALYSIS REQUIRED PROPOSED 2019 CPC(BASED ON 2018 UPC) A3.1 PROPOSED ELEVATIONS ENVIRONMENTAL PROGRAMS DIVISION SEVERAL BUSINESS MAX.LOT COVERAGE 45%+5% 40.9%(2,155 SF) 2019 CALIFORNIA ENERGY CODE A3.2 PROPOSED ELEVATIONS CARSTAIRS ENERGY CALCULATIONS T.B.D. TITLE ENERGY CONSULTANT GENERAL CONTRACTOR R I N C O N A D A DAYS IN ADVANCE OF THE SCHEDULED DISCHARGE. F.A.R. 45% 44.9% 2019 CFC (BASED ON 2018 IFC) A8.0 PROPOSED SECTIONS PO BOX 4736 ' 2019 CALIFORNIA GREEN BUILDING SAN LUIS OBISPO,CA 93403 SEE AO.5 FOR FLOOR AREA CALCULATIONS STANDARDS CODE(CALGREEN) LANDSCAPE PH:805-904-9048 THIS PROJECT CONSTRUCTION ACTIVITIES WILL CONFORM TO CITY MUNICIPAL CODE LO DOCUMENTATION SHEET title24@yahoo.com THE APPLICABLE REQUIREMENTS OF CITY CODE CHAPTER 2ND:1ST FLOOR RATIO (66%MAX.) 65.8% ALL APPLICABLE LOCAL,COUNTY, Ll PLANTING PLAN AND LANDSCAPE SITE PLAN 17.04. STATE AND FEDERAL CODES, LAWS L2 HYDROZONE PLAN MINIMUM 1ST FLOOR SETBACK Et REGULATIONS L3 IRRIGATION PLAN L4 DETAILS FRONT 20' 20' L5 SPECIFICATIONS LANDSCAPE ARCHITECT LEFT SIDE INTERIOR 5' S' NO GAS POLICY: FOR THE NEW SINGLEFAMILY HOME, NO GAS IS GREG LEWIS RIGHT SIDE INTERIOR 5' S' ALLOWED PER CITY REACH CODES. 736 PARKWAY, REAR INTERIOR 20' 25 31/2" SANTA CRUZ,CA 95065 FIRE SPRINKLER: A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED LEWISLANDSCAPE@SBCGLOBAL.NET MINIMUM 2ND FLOOR SETBACK IN ACCORDANCE WITH NFPA 13D AND STATE AND (831)359-0960 SITE FRONT 25' 25' LOCAL REQUIREMENTS LEFT SIDE YARD 15' 15, FIRE SPRINKLER SYSTEM TO BE APPROVED UNDER A RIGHT SIDE YARD 15' 15, DEFERRED SUBMITTAL. REAR YARD 25' 25' N.T.S. SOLAR PANEL: SOLAR PANEL REQUIRED PER TITLE-24 MAXIMUM HEIGHT 28' 25-9" UNDER A DEFERRED SUBMITTAL #BEDROOMS 4 #BATHROOMS 3 A011 ADU AREA 749 SF TOTAL(MAIN+ADU) 3,116 SF PROJECT NUMBER:2212 10552 GASCOIGNE DR CorT munity Development Department Planning Division - Cupertino CUPERTINO APPROVED Case # R-2022-048, I A I 8'-01/4" 1 16'-4" I 23'-8" 5'-0" 'I KC Approva I B dy: Director/ Staff pP 12/13/22 A rova I D to 17'-4 3/4" 10'-61/2" 10'-1" 15'-0" I kyLechan Signature Phillip Truon I 000 I A R C H I T E C T Case Manager i 00 OO 35(�1 G�©MCCSTCCA®ROAD - - - 5.11°19'35"W 53.0� -..-_.-..- - - - - - - SMILE 222, PROP.LINE - � -""-• - -- --- - - --•---- - - - - -c SANTA CLARA,CA 95051 Ln v 669-244-3111 T ---------""-"�- SE LANDSC PE / � � _ ----- - r DRAWING D m okydechan°c®m _�S1RPlVf�C-Y -- ------ ---r-- - _ --- ------- 7 n �f ---------- ------t-- /I i ao y e@ y eC an r�®v�l`o -------- --- - --R64NR=1P�Er- w ---- PLANNING SUBMISSION w 10.21.2022 Ln N o N / 4-0 i � C? � N Ln Ln ADU SETBACK Ul n, Sheet Revisions: z \ n I M N D.S.Q D.S. .9 REVISION ' S'-0" 11.9.2022 EYEBROW REVISION#2 RESPONSE VENT 3 ° ---- ---------- __ TO PROP.LINE 11.25.2022 --- --- - ' SEE LANDSCAPE "AB" DRAWING 7-21/2" -T- �8 I dr 50' TANow F - - - - 3 FOR PRIVACY S., ---- - -1 I PLANTING 16'-51/2" --------- - F - - - - � i 42"GUAR - - I I I l ALL DRAWINGS AND WRITTEN MATERIALS CONTAINED HEREIN CO STITUTE/ L)/\^fin ANDTHESAMTHE ORIGINAL&UNPUBLISHED WORKOF THE LOSEDARCHITECT LJ ANDTHE SAMEMATNOTBESENT ATH USEDORT CLOSED I i , -- -- - - \ UT THE WRITTEN CONSENT OF THE ARCHITECT. m ®IKVLE CHAN ARCHITECT,INC. rr w 011 p AD ; I I ELECTRONIC PLAN REVIEW p Ln r I rn -T- t7 F - - - - � > -0 D.C) 0 �. , I Ln M I , L I n0 - i F- m L - - - - - I m � Ln rn �X 'AA" �' ' 15'-81/8" ' iJO °' 1'-6" ' LO J o ® SEE LANDSCAPE rn ; i I DRAWING FOR PRIVACY 2ND FLOOR PROFILE I Lu PLANTING y 2F SETBACK 0000 l I I o 0000 00 0 I � N, m ax �I o 1F SETBACK ' 3 18:1 :15:14:13:12: J 1 ----- - D. 5 o w w=� L \\ w I / w> „B„ C - 1 6 t : I - U CUPERTINO MUNICIPAL CODE SECTION 19.102.040 I I 1 ---- LU L L OUTDOOR LIGHTING REQUIREMENTS: Q A.SITE PLAN INDICATING THE LOCATION OF ALL i C)OUTDOOR LIGHTING FIXTURES; i 15'-0" No o d L 2F SETBACK a o w �-J__J Ln G B.DESCRIPTION OF EACH LIGHTING FIXTURE,THAT ' w INCLUDES,BUT NOT LIMITED TO, 5_5" 5'-0" } u � LU MANUFACTURER'S CATALOG CUTS AND I ; F SETBAC 3 o U Cr UU DRAWINGS(INCLUDING SECTIONS),LAMP TYPES, i LjJ Ln 0.- Q U AND ' 0 LD =OUTDOOR "A" LUMEN OUTPUTS; (E)6 �I a En 00 DOWNLIGHT, W LU O - C.PROJECT LIGHTING PLAN SHALL INDICATE HOW WOOD II o En SEE SPEC U O FENCE 115'-01/4" Q Q V LIGHTING HAS BEEN COORDINATED WITH ANY , W I 6' THIS PAGE LnASSOCIATED LANDSCAPING PLAN TO PREVENT ;II ' _________ _ _ _ - WOOD SITE PLANNING CONFLICTS; I ' L -� In FENCE LU W S. D.OTHER:ADDITIONAL DOCUMENTS OR � D.S. � D. THE LIGHT FIXTURES WILL INFORMATION MAY BE REQUESTED UPON I 5'-0„ - - - - - - - - - - - - 2 BE IN COMPLIANCE WITH SUBMITTAL D.S. = D.S. - ------------------- / 1 CIVIC SECTION 19.102.040 N LU SUBJECT TO THE DISCRETION OF THE DIRECTOR t------ / w Ln 0 \ / OUTDOOR LIGHTING OF COMMUNITY DEVELOPMENT,OR DELEGATED I 5'-sv2, I -ovr, \ 20'-4 i2° / I REQUIREMENTS. Ln STAFF,TO ENSURE THAT THE PROPOSED LIGHTING i l I = LU 0 D 1ST FLOOR PLAN IS IN COMPLIANCE WITH THE PROVISIONS OF U U\ / 2ND FLOOR PLAN I CUPERTINO MUNICIPAL CODE CHAPTER 19.102. N I \ �, / E Ln C N o I\ m Ln,/ I I o LnSEE LANUSILAPE C Tl CO _ ' N �X\ m No 20'X20' n DRAWING CIOo SPACE / \ N WALKWAY FOR FRONTYARD D I I FLOOR AREA CALCULATION FLOOR AREA CALCULATION(ADU) DESIGN � / \ I �� LABEL DIMENSIONS AREA SHELTER / \ i �� 1ST FLOOR 1326BK-LL I / \ A 12'11 X12'11 166.8 SF LABEL DIMENSIONS AREA EXTRA SMALL WALL MOUNT LANTERN I / \ O� O� B 19'7.5 X 10'2.5 200.3 SF AA 10'3 X 22'6 230.6 SF Shelter's minimalist style in aluminum creates a chic, / 20'-4" DRIVE AY WIDTHdramat C 29'9 X 20'3 602.6 SF AB 23'8 X 21'11 518.7 SF through csclear seednt the light fromaboyes scan / \ through its clear seedy glass.Shelter comes standard n ^ D 13'5 X 23 30.1 SF TOTAL 749.3 SF Dark Sky compliant. -DETAILS - - - - - - - - G(GARAGE) 20'4.5 X 21' 427.9 SF _ PROP.LINE -__ __ -__-_• .-�-_�-�.__�__�__�_�__�__�_ TOTAL BUILDING(MAIN+ADU) FINISH: Black - -- -"- D-210'10 " L=49.1 'O 18'-0" MATERIAL: Solid Aluminum 2ND FLOOR 2367+749 3,116 SF GLASS: Clear Seedy I O L 11'9 X 1411.5 175.8 SF M 8'5 X 131.5 110.5 SF DIMENSIONS SF 4.5" N 14'9 X 6'1.1 88.7 SF HEIGHT: 15.5" P 17'9 X 10'5 184.9 SF WEIGHT: 21b 0 2075 X 15'7 321.4 SF BACK PLATE: 4.5"W X 12"H - - - SITE PLAN / EXTENSION: 4.8" R 1011 X 519 58.0 SF ITOP TO OUTLET: 5.76' FLOOR AREA CONDITIONED AREA I to LIGHT SOURCE LIGHTSOURCE: LED Lamp 1ST FLOOR(A-D) 999.8 SF LED NAME: GUIOLED-3K CALCULATIONS 2ND FLOOR(L-R) 939.3 SF WATTAGE: 18.50w GU70 LED TOTAL 1,939.1 SF VOLTAGE: 1 I20v TREE PROTECTION FENCE PER COLOR TEMP: 3000 CITY STANDARD DETAIL 6-4 GARAGE(6) 427.9 SF LUMENS: 500 TAPER ONSITE DRIVEWAY TO MATCH TOTAL BUILDING 2,367 SF INCANDESCENT 18x50W (E)DRIVEWAY APPROACH AT BACK OF CA S C O I G N E DRIVE CITY STAMP: EQUIVALENCY: SIDEWALK FLOOR AREA RATIO DIMMABLE: (SSL A)Type Dimmer LOT SIZE 5,267 SF PRODUCT DETAILS: SHIPPING F.A.R. 44.9% •Suitable for use in wet(outdoor direct rain or sprinkler)locations as CARTON LENGTH: 18.5 defined by NEC and CEC.Meets United States UL Underwriters CARTON WIDTH: 9.9 2ND:1ST FLOOR RATIO-939.3/(999.8+427.9) Laboratories&CSA Canadian Standards Association Product Safety CARTON HEIGHT: 7.3 Standards CARTON WEIGHT: 4 65.8% Fixture is Dark Sky compliant and engineered to minimize light glare upward into the night sky •Meets California Energy Commission Title regulations/JA8 when using OUTDOOR PORCHES the included LED bulb T 6'8.5 X 10'9.5 72.4 SF •2yearfinishwarranty •LED Lamps carry a 3-year limited warranty U 16'9 X 16'9 273.6 SF Bold lines and a clean,minimalist style complement contemporary architecture V 10'6.5 X 5' 52.7 SF TOTAL 398.7 •Striking black finish enhances design OVERHANG=219 LINEAR FT X 1.5 FT=328.5 SF o � � o LOT COVERAGE = n -I =1ST FLOOR+PORCH ES+OVERHANG+GARAGE HINKLEY 999.8+398.7+328.5+427.9 H I N K L E Y 330 0 Oak Parkway T°IIOFr e(1800)4485539 hinkley.com 5 10 15 20' TRUE =2,155 SF(40.9%) Avon Lake,OH 44012 �GR1N A015 AREA CALCULATION PROPOSED SITE PLAN PROJECT NUMBER:2212 SCALE 1/8" =1'-0" 3 SCALE 1/8" =1'-0" � 10552 GASCOIGNE DR Community Development Department Planning Division — Cupertino CUPERTIN4 APPROVED Case # R-2022-048, A Approval 8 Ddy: Director/Staff KC Approva I C ate 12/13/22 na Si ture PhillipTruon gCase Manager kyLechan 1 A R C H I T E C T LEGEND: 3561 HOMESTEAD ROAD 1 AC ASPHALT CONCRETE SUITE 222, BC BUILDING CORNER SANTA OLARA,CA 95051 1669-244-3111 BW BACK OF WALK www.kylechan.com 1 CB CATCH BASIN kyLe@kyLechan.com CMP CORRUGATED METAL PIPE 1 CO CLEAN OUT PLANNING SUBMISSION CRN CROWN 10.21.2022 DW DRIVEWAY EC EDGE OF CONCRETE 1 EM ELECTRIC METER EP EDGE OF PAVEMENT FCOR FENCE CORNER Sheet Revisions: FD FOUND REVISION FF FINISHED FLOOR L 11.9.2022 I I I I FL FLOW LINE 1 REVISION RESPONSE FH FIRE HYDRANT FW FRONT OF WALK 1 G GROUND GC GARAGE CORNER GF GARAGE FACE/FRONT 1 GFC GROUND AT FENCE I I I I FC FENCE SHRUB— GM GAS METER 000 - - - - - - - - - - - - - - - 1 HCR HANDICAP RAMP 0q INV INVERT 1 ALLORAWINOSANDWRITTEN MATERIALS CONTAINEDWORK OF HEREIN 0/H UTIL 0/H UTIL S 1 10�1H�u �� J O�H U L 0�H UTIL IP IRON PIPE ANOTHESAMCONSTIT MAY NOT BE UNPUBLISHED USED ARCHITECT ANO THE SAME MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. F 101.01 F ^� 1 JP JOINT POLE ®KYLE EHAN ARCHITECT,INC 75' P.U.E. P L G �O� FG �� LG LIP OF GUTTER ELECTRONIC PLAN REVIEW 1 O/H OVERHEAD — — — — — — — — — — — — — — — — G — — — — — — — — x _ _ �o PC PROPERTY CORNER T 100.90 1 P.L. PROPERTY LINE LOW WALL '� RW RETAINING WALL O 1 SL STREET LIGHT O Q o�ov� '� I REMOVE 9"MULBERRY SSCO SANITARY SEWER CLEANOUT �'O� ° O = SSMH SANITARY SEWER MANHOLE (MORUS ALGA) �O o 0 0 o a �R m 1 SDMH STORM DRAIN MANHOLE L 0 T 3 1 0 TBC TOP BACK ROLLED CURB +�e AREA = 5,267±SQ.FT TIC TOP OF CURB ° � REMOVE o °�o�. FO�� I TOB TOP OF BANK CONCF ETEQ O �G+�o GO 1 TOE TOE OF BANK TP TOP OF PAVEMENT 1 TRC TOP OF ROLLED CURB °�� I U/G UNDERGROUND ON FG N!D I 1 VCP VITRIFIED CLAY PIPE I 0 5 10 20 °N 1 WV WATER VALVE 4"T WM WATER METER BOX LLJ n -E- ELECTRICAL LINE 1 ` -CTV- CABLE TELEVISION LINE Go — I / REMO N. F I -G- GAS LINE � I JAPANESE REMOVE /MAPLE i ° �O APRICC I -SS- SANITARY SEWER LINE 0 w 1 -SD- STORM DRAIN LINE Ln REMOVE STRUCTURE 4'TR E o� -T- TELEPHONE LINE Lij I o w Z o O 1 REMOVE 7" FO ��. —W— WATER LINE U 0 I � 01 '�� CON ETE PROPERTY LINE — — U PRIVET(LIGUSTRUM) �O O gD REMOVE TREE I 0\. GM e� 1 01.49 NONG O I FENCE LINE X Z U I 7'S o�+ F I 1 11J LU 0 - 10546 10552 ��Q J p 0 U 0 ' GASCOIGNE DRIVE 1 1� c�E� GASCOIGNE DRIVE a a: — Ln z EXISTING HOUSE °o EXISTING HOUSE 1 LnFF = 101.83f o I BASIS OF BEARINGS: LU W ° REMOVE ° O I THE BEARING, N89°39'45"E, OF THE CENTER 0 ORO G EXISTING STRUCTURE o �� N N. I 1 LINE OF CYNTHIA AVENUE, AS SHOWN ON Z N W 1,056 SO FT 1 THAT CERTAIN MAP FILED IN THE OFFICE OF LJ__J3: Ln 0 THE RECORDER OF SANTA CLARA COUNTY, Ln L� STATE OF CALIFORNIA, IN BOOK 44 OF MAPS = w O Lei 1 AT PAGE 13, WAS USED AS THE BASIS OF U z U I / C) o�� I BEARINGS SHOWN ON THIS MAP. 0 10558 TPx /, Ln 1 I o 1.81 0 GASCOIGNE O I G N E DRIVE '� BASIS OF ELEVATION: 0- I � ►� EXISTING HOUSE �j `� TBM ELEV=100.00 ASSUMED ((ww I I 1.15 � � 10�°` GARAGE � I ( ) w, 1 (� I q bo ° REMOVE REMOVE 10"ALBIZIA 0° „ SSCOe EXISTING STRUC E UTILITY NOTE Q` L !� (�0 F�R 1 01.1 5 460 SO FT a Q r►r1 I REMOVE 7"BIG LEAF MAPLE 15 E I oo UNDERGROUND UTILITIES. SHOWN PER ECA SURFACE EVIDENCE AND RECORD MAPS. 1.05 °� ° ° 5 SCR oC �e o�a �o R O G I MAY BE DIFFERENT THAN AS SHOWN. 100.88 ROB �O REMOVE15" 1 BEFORE EXCAVATION, CALL UNDERGROUND EC �o� �� O �'S ° HOLLYWOOD JUNIPER SERVICE ALERT (USA) 1-800-642-2444. I �O (JUNIPERUS TORULOSA) O Gq, �+OG B � ° OI REMOVE 11"O° REMOVE 1 LEGAL DESCRIPTION: DEMOLITION DRIVEWAY HOLLYWOOD JU IPER I _ _ P.L. O �� o� (JUNIPERUS TO ULOSA) I LOT 310, TRACT NO.1183, MAP REF: BOOK SITE PLAN _ o° o0 44 PAGE 11, 12 AND 13 _ 0 1 D=2o 1 —) 0„ —ssclo®49. 16' — — — — — — I C) R-130 .00' - - - o� + 0 2'fiREE S00 �0 00 �� ° +o 32"TREE NOTES Oo Oo Oo Oo 00. o� ao Oo WM O o WMe e�° L_�,o"ID � � 1 1. MEASUREMENT OF BUILDING LINE IS TO CITY STAMP: O Rio O O O �6 �Oo THE FACE OF STUCCO OR SIDING PROVIDE TREE PROTE� ��g° /AO� �O O�G ............. 1 .... O. I . ............. ................... CP� ............. 1 1 I �°P EBM100.00 I GASCOIGNE DRIVE ( 60' R/W ) MH&QP' lb 1 I I MON IA180 bI MON PROJECT NUMBER:2212 10552 GASCOIGNE DR C o m r 10nl y eve op-m—e FTE7epa rt men tanning Division - Cupertino CUPERTINQ APPROVED Case # R-2022-048, A Approval Bo y: Director/ Staff Approva I Dai e 12/13/22 9'-4 1/2" 10'-61/2" 10'-1" 10'-01, _ Signature PhillipTruon cue an Ire 16-4" 23'-B" A R C H I T E C T Case Manager 3561 HOMESTEAD ROAD 1 I - — — — - - 50x_5'OSLZDET - - - - - - - - - -66x8`O-SLtDINfM01R(f)- - - - - - SUITEZZZ, 1 A3.2 SANTA CLARA,CA 95051 69-244-3111 A3.2 I 6w.kyLech an.com kyle@kydechan,00rn `\V 12'0X12'2LU o \ FAMILY ROOM / PLANNING SUBMISSION N v v Ao5 10.21.2022 \ / 0 00 4:12 SLOPE \ / EYEBROW �\ \ `\ EYE 3 OW // Sheet Revisions: a — VENT \ _ \ \ VENT / - -- REVISION w - - - - - - - - — — — — — — — — — - - - --- - - - \ 10'X13'4 `\ // 11.9.2022 o \ 4 X4'0 SLIDER(T) / - - - - - - - - - , \ \ / - - - - - - - - - , REVISION#2 RESPONSE v v BEDROOM v / JJi HEADER / I / 11.25.2022 \ F - -� - - - o ' 0 SEAT I \ 60 nI \ 60"x 30" / I `\ I o \ 3'OX5'7 0 � - - - - - - - - I \ I 2'6x8'0 L- - - - - - - - m "-' FREESTANDIN I - � o \ 10'6 X 5'0 In \\ BALCONYIL N 4'ox8'0 `0 N � 0 \ 2'6x8'0 z N 5'Ox'8'0 SLIDING DOOR(T) : [� I ` �'6x9'6 - - - - - - - - - , \ I L' - - 3-- - - - - - -I 11AI ALL DRAWINGS AND WRITTEN MATERIALS CONTAINED HEREIN BATH I 16'4vc 12 e e D uv CONSTITUTE THE ORIGINAL UNPUBLISHED WORK OF THE ARCHITECT z I \ U /�I Uv ANDTHESAMEMAYNOTBEDUPLICATED,USEDORDISCLOSED PA_hgl 6 n-) m z 1 WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ®KYLE CHAN ARCHITECT,INC J \\ z35 1 19z TOx5' 8'6 X 5'2 A e 3' 13''6 X 9' 3 Z °} ELECTRONIC PLAN REVIEW �, Q0 13'8x 4 / I L- - - - - - - - - - ; w KITCHEN _ _ _ _ _ 3 LIDMASTER BEDROOM// z 6xs'o I o N�BATH Ao4 1, r., I I Ln 2'6 3'6 , 2 6 232I Y 2'4x8'0 z _ rn w z1 I I 5'4 x o � �I � II I LID � I -------- — I & w > I - - � �I - - - - - - - - - , I 1 I I - - - - - - - I I I I I I I In w > 234 LO I I z 12`f9'X�'0 S LI D I N Qa DOOR ----------- ----------- ----------- I 2'6x8'0 JE4 I I I w 11 L - - - - 3 3' 3, ! 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I z'6x8'0 LD N m w _ I lUJ of - - - - - - I N U U Q 2'6x8'0 I w 4' w "-' ——————— J 3 I LU LL) O � 3'9 ® I Q U 0 - - - - - - - - - - X 4 Ln — 3'3 X 5'6 Z 4' 3'6 1 2 Ln N HALLWAY A3.1 11 I A3.1 LU n zoLo I I �9'7 X 10'6 nN/ w x `n z'6x8'0 0 4'X 2' -- -- zo3 I a I - ,DROOM do:: 0 to w > I � I Iw Ao1 Z W v-1 :1 ::2 :3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 11 I �„Lf LIl 4:12 SLOPE m 4:12 SLOPE W w r 1115 X 6'6 I I = LIJ D I STAIRS I WH I lJ z U J : 7'6 X C' u � 1 00 17'4 X 15'7 51 Ln --HALLI-- � I o I FAMILY ROOM I Z o m Ln 201 I x n I in 2 111 I _____________ X � i 1 r 18 17 16 15 14 13 12 i m I I I F L2'8x8'0 18 -17 16 15 14 13-12....................LI� o I m I o wz o 1 wz � I r ; I 4'0 X 6'7 _I 2'640 i Cr w > mo 6'4 X 5'S w - PROFIkdtlLE OR m FOYER w o 0 EYEBROW � I SHOWN DA HED I I AUNDRY 6'ox8 0 Z 3" X F5�—I VIENT I r 101 2'6x8'0 + ` DRYER H WAY I / \ 10'6 x 11'4 I 3'3 X 3'7 I I I O \ z l o HALL I I I 8'o x 5'0 20'O�C 20'0 I 20 I \ LU BEDROOM z 00 _—�I \ � _j � 104 L__ BATH - I x / z11 Q �,I o -IJ 2'6x8'0 20'-0'AGE � I WASHER / `\ t.0 n1 o 2'6x8'O I 103 1 1 FYI I // ` N I ------- z'6xs'o1 - FIRST / I 2'6xB'0 I 0 SECOND FLOOR 8'05'0 3'x8'DR W/24"LITE(T) I N I 50.5"R.O.G.C.VERIFY BATH 7'0x8'° PROPOSED I / 13 � / I \ I z i ! T8X10'9 / 1 10'8X10'8 `\ PLAN Q JI PORCH / 1 BEDROOM \� \ � - o 191 / I 10z \ / 1° CITY STAMP: / Z OX 'O CASEMENT(T) I / F A / I v I � � w Ln 9 16'0 x 8'O 'OX4'6 SLIDER(+),T6 HDR.TYP. / V A rn / / \ w --------------------- 00 Naoc — — — — -- / — — — — — — — — — — — — — I fV fV g 1 / v 1 // 6'OX6'0 SLIDER(+),3'6 SILL A v 6'-81/Z" � 12'-11" � 20'-41/2" o 0 � 12'-9" � 5'-6" 11'-9" � 10'-0" I 1 = n A3.1 1R�E KC N�RTN 1 0' 2.5' S' 7.5' 10' 12.5' 15' A3.1 A2 , 1 SECOND FLOOR PROPOSED PLAN FIRST FLOOR PROPOSED PLAN PROJECT NUMBER:2212 SCALE 1/4" =T-0" SCALE 1/4" =T-0" 10552 GASCOIGNE DR Com unity Development Department lanning Division — Cupertino CUPERTINO APPROVED Case# R-2022-048, AKMr6&Qu"4 KC Approval Bo y: Director/Staff Approva I Da 12/13/22 Signature PhillipTruon A R C H chan A H I T E C T Case Manager 3561 HOMESTEAD ROAO 1`7 - - - - - - - - - - - - - - - - - SUITE222, SANTA CLARA,CA 95051 \ / I 669-244-3111 1 \ / kyde@kyderhan.com \ / I PLANNING SUBMISSION 10.21.2022 1 \ / \ / I \ / 1 1 \ \ \\ EYEBROW // I Sheet Revisions: \\\ \\ \\ VENT / 1 REVISION I A11.9.2022 I \ \ \ - - - - - - - - - 1 REVISION#2 RESPONSE 11.25.2022 v v I 1 \ LU SEAT I I \\\ o 3'OX5'7 1 - - - - - - - - - ; 1 I \\ BALCONY I \\ 251 I I J I - , 1 \\ �/ B��T H ALL DRAWISTITUT OS AND IGINALWRITTEN MATERIALS CONTAINED HEREIN CO I ' I ANDTHESAM EORIOITBE UNPUBLISHED DORDIS CLOSEDHE ARCHITECT I \ AND THE SAME MAT NOT BE DUPLICATED,USED OR DISCLOSED A I ' I WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 \ 235 I I I I y KYLE CHAN ARCHITECT,INC. ELECTRONIC PLAN REVIEW L - - - - - - - - - - I MASTER BEDR OM I I 3:23 I I 0 I o l } U - - - - - - - WCIofl L - - - - - - - - - ; I m � z1 � I I l o I w > I 4:12 SLOPE Z34 11m z I I I JLU w > 1 IL - - - - - - - - - ; L - - - - - - - - - ; I I I WALK-IN 1 233, I I II I 1 I w I I I 1 HALLWAY I I — — — 1 231 BEDR00 I 0 I CD11 221 I L U Lll I Ur' = I w LU Z OF) I L - - - - - - - - - ; I U o I Z z - U 1 m �_ 1 ji} w 1 w w O w > , I PROPOSED SOLAR PANEL Q U O I I L - - - - - - - - - ; I LOCATIONS Ln 4:12 SLOPE HIALLWA w w U 203 I—I o I C I I � � I LUm z I o - - - - - - - - - ; J I�wLU > I z N U--) LL) LU 1 = O D I I I U z U 1 m HALL _ I � x - - - - - - - - ; rn O 201 I II I u N I I ICD U r14 o I In I I—I o J L - - - - - - - - - L 1�mz I zl� I m U > I (� } LU4:12 SLOPE I Ov O� "' > LAUNDRY �VENT EYEBRO21 I HALLWAY I �� I 202 BEDROOM I m A Zll 1 I I I I I I I LU o 1 PROPOSED 1 / ATH N Cr 13 Q \\ 1 ROOF PLAN I 12 \ 1 � \\ 1 CITY STAMP: I // 2'UX41'U LAStJvILr, I \ 1 1L/ 1 / \ I — — — — — \� 1 i \ 1 / \ 1 / \ 1 i \ o m = n SR�E N�R1N 0' 2.5' 5' 7.5' 10' 12.5' 15' A282 PROPOSED ROOF PLAN PROJECT NUMBER:2212 SCALE 1/4" =T-0" 10552 GASCOIGNE DR Co muni y Development Department Planning Division — Cupertino EXTERIOR FINISH SCHEDULE CUPERTINO APPROVED Case# R-2022-048, SYMBOL MATERIAL MFR./DEALER MODEL#/DESCRIPTION/LOCATION COLOR A NEW ASPHALT ROOF SHINGLE PER CRC R905.2. Rl ASPHALT ROOF _ ROOF TO BE CLASS'A'OR BETTER. LIGHT GRAY KC Approva I dy: Director/Staff SHINGLES(�) CERTAINTEED PRESIDENTIAL SERIES OR SIM. Approva I to 12/13/22 Signature Phillip Truon ROLL ROOFING OR _ kyLeChan RZ CRICKET ROOFING PER CRC R905.5 Et 905.9.ROOF LIGHT GRAY Case Manager BUILT-UP ROOF TO BE CLASS W OR BETTER. A R C H I T E C T NEW STANDING SEAM ROOF PER CRC R905.4.ROOF 3561 HOMESTEAD ROAD R3 STANDING SEAM _ TO BE CLASS W OR BETTER. 12"MAX PROFILE Et SUITE 222, METAL ROOF ( ) V-GROOVE,W/PVDF COATING SANTA(CLAVRA,(CA 95051 RIDGE 669-244-3111 ------------------------------------------------- ------- R1 ------------------------------------------ +24'-2 1/4" -----� a GUTTER _ ALUM.-PAINTED 6IF�6�HiL1fC o(layd��h�no�®u°� GRAY Eyrie@kydechan,com 5 9 G1 SUBMISSION e CEMENT PLASTER - EXTERIOR SMOOTH HARD STEEL TOWEL FINISH WHITE PLANNING PLATE HEIGHT-- (ACRYLIC STUCCO FIN.SIMILAR) - - - - - - - - - - - - PLOT-3- --- - PZ TRIM PAINT - MATCH WINDOW TRIM GRAPHITE Sheet Revisions: WESTERN RED CEDAR SOLID Wl SIDING - 1X6 TEtG,GRADE CLEAR HEART COLOR REVISION STAIN 11.9.2022 REVISION#Z RESPONSE T-6" WINDOW _ WINDOW SASH AND TRIM FINISH GRAPHITE 11.Z5.LOZL (SEE A2.1 SPEC FOR FINISH MATERIALS) R3 o R3 Co in 0 0 �o z nn N m - - - - - - - - - - - - - - - - ZNDFLOOR - - +11'-3" - - - - - - - - - - - - - - PLATE HEIGHT- - � +10'-0" ALL DRAWINGS AND WRITTEN MATERIALS CONTAINED HEREIN CONSTITUTE THE ORIGINAL S,UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. A KYLE CHAN ARCHITECT,INC. CP1 (k) PER TITLE-24:COOL ROOF REOUIRED. ROOF REFLECTANCE:0.1 OR BETTER.ROOF EMITTANCE: 0.8 OR BETTER. ELECTRONIC PLAN REVIEW ("")STONE PANEL TO BE ADHERED PER CRC R703.12.SEE ICC-REPORT FOR INSTALLATION SPECIFICATIONS. 1. PAINTALL EXTERIOR WINDOW TRIM,SILLS,NON-VINYL SASH,MUTTINS,DECK RAILINGS,DECK FASCIA, PL BEAMS AND TRELLISES,RAFTER TAILS AND EAVE SHEATHING BOARDS. PROTECT ANY AND ALL VINES/PLANTINGS FROM DAMAGE. Z. CONTRACTOR TO CONFIRM ALL FINISH WITH OWNER BEFORE ORDERING. 3. PROVIDE COEFFICIENT OF FRICTION OF 0.6 OR HIGHER FOR ALL FLOOR TILE Et EXTERIOR FLAG STONE SURFACE. 4. FOR ALL WALL FINISHES,SEE WALL SCHEDULE ON A2.1 FOR UNDERLAYMENT REOUIREMENTS. 5. THE FASTENERS FOR THE ROOFING SHALL BE CORROSION RESISTANT PER CRC R905.2.5. — — ------------------------------------------- — — —-—-— — — — — — — — FINISH FLOOR— — +0'-0'F102.65') R3 WINDOW w PROPOSED RIGHT (SOUTH)ELEVATION p 0 SCALE 1/4" =1'-0" w w L.n CP1 W1 WESTERN RED CEDAR U z0) 0 z � < LU 0 ;- � pU0 w Ln Q z w L EXTERIOR STUCCO COLOR(WHITE) LU L.nLn a- = LU o ::) -— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _ _ RIDGE — — U U DO BAY WINW CALCULATION: +24'-21/4' R1 ALL=11'9 X 710.375=92.4 SF BAY WINDOW=TX 6'6=45.5 SF(<1/2 WALL FACE,OK) 2'-41/2" T-0" Z-41/L" Gl ------------------_ _ _ PLATE HEIGHT___ PLO'-3" � CITY BAY WINDOW NOTES: CITY FINISH NOTES: ANY CHANGES TO THE APPROVED COLORS, A BAY OR PROJECTING WINDOW SHALL: (` ` A. BE A PROJECTION OF WINDOWS, NOT WALLS; MATERIALS,AND V `v CPl B. BE CANTILEVERED NO MORE THAN TWENTY-FOUR EXTERIOR FINISHES SHALL BE REVIEWED AND O O INCHES FROM AN EXTERIOR WALL; APPROVED BY THE CITY00 Q - I C. BE A MINIMUM OF TWENTY-FOUR INCHES FROM OF CUPERTINO PLANNING DIVISION PRIOR TO THE FINISHED FLOOR; INSTALLATION/APPLICATION. M D.NOT CREATE A PROJECTION OF THE FLOOR; RL Wl I E.NOT OCCUPY MORE THAN 50%OF AN EXTERIOR r I WALL FACE. W1 R3 w LID wI 0 0 wI = z R3 m rn N JI PROPOSED o 0 LND FLOOR I — — — — — Q— — — — — — — — — — — ��— — — — +11'-3" ELEVATIONS °' �I - - - - - - - - - - �I - - PLATE HEIGHT- - � En w � I CITY STAMP: QJi cP1 En `_ O I N LID PL I O O m I FINISH FLOOR_ (N)NATURAL GRADE:101.6 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (E)NATURAL GRADE:101.10 (E)NATURAL GRADE:101.44 2'-3" 8'-5" 2'-3" NATURAL GRADE BAY WINDOW CALCULATION: FOR THE MEASURE FOR HEIGHT 12'-11" WALL=1L'4.5 X 1211 =159.8 SF PARALLEL TO THE NATURAL BAY WINDOW=8'S X 9'4.5=78.9 SF(<1/L WALL FACE,OK) GRADE TO THE HIGHEST POINT OF EXTEIOR CONSTRUCTION (19.08) A3 a ] 0' 2.5' 5' 7.5' 10, 12.5' 15' PROPOSED FRONT (WEST) ELEVATION PROJECT NUMBER:2212 SCALE 1/4" =T-0" 10552 GASCOIGNE DR Co muni y Development Department Planning Division — Cupertino CUPERTINO APPROVED Case# R-2022-048, Approva I dy: Director/Staff pp 12/13/22 I � ,, `s' ti t+u Y I KC A rova I to � sr � �' ;. �-,., I 01 Signature Phillip Truon I , ` .1. ' ' kyLechan _ : i\ A R C H I T E C T Case Manager 3561 HOMESTEAD ROAD SUITE ZZZ, t * ` SANTA(CLARA,(CA 915051 669-244-3111 I Lyde@kydeohan.com I _ PLANNING SUBMISSION y, I 10.21.2022 DODO - ==E== - '' Sheet Revisions: l .. L REVISION DODO �•�:b 11.9.2022 REVISION#Z RESPONSE 10546 GASCOIGNE DR. PROPOSED PROJECT: 10552 GASCOIGNE DR. 10558 GASCOIGNE DR. 11.25.2022 STREETSCAPE (SOUTH) ELEVATION SCALE 1/8" =T-0" 3 PZ - - - - - - - - - - - - - - - - - - - - RIDGE - - - ALL DRAWINGS AND WRITTEN MATERIALS CONTAINED HEREIN +Z 5'-1 1/4" OIN TITUTE THE ORIGINAL fi UNPUBLBITER WORN OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED,USED OR DISCLOSED R 1 W ITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. :9 KYLE CHAN ARCHITECT,INC. ELECTRONIC PLAN REVIEW Gl - - - - - - - - - - - - PLATE HEIGHT- - +Z0'-3" Wl GSM DRIP BALCONY WALL @ 42" Aor CAP ---- -- ---------- ------- --- ------------- - CP1 R3 0 R3 W R C TRIM COLOR TO MATCH PLASTER �Q -- - - - - - - - - -- -- - - ------- - ------ -- ------------- ZND FLOOR -----� +11'-3" - - - - - - - - -------- PLATE a HEIGHT--- W+10'-0" \ AIR SEAL / + WDW.CASIN �J CD w Ln CP1 w w z 0) U U Q w z — U w � 0 � — 0 O Ln wL, Qz N Q- FINISH FLOOR------ nU-// �-� tt N NATURAL GRADE:101.65' NATURAL GRADE:101.65' w 3: m w PROPOSED LEFT NORTH ELEVATION = w o (NORTH) U z U SCALE 1/4" =T-0" 1V WINDOW RIDGE - - - ------------------------ _ O 0 AS SCHED. CONTINUOUS ALUM. R1 PAN FLASHING O 0� SHAPED ABOVE SILL PAINTED WD. Gl (� 1-1/2" APRON Et STOOL AIR SEAL -_-_ -_-_-_-_-_-_-_-_-_-_ PLATE HEIGHT- - SHAPED +Z "O'-3 WRC 3X SILL PTD.TO 007 MATCH __ ____ CPl PROPOSED PLASTER f ELEVATIONS METAL GUARDRAIL DRIP I R3 R3 = Iw Iw u I I J m i J = CITY STAMP: I Io - - - - - - - - - - - ZNDFLOC�I - - z 0 i a- II J - - - ----------- - - - - - - PLATE HEIGHT----� m +10'-0'" Ln Y. N PLASTER KEY I` -- -T------ I WALL ASSCHED. I I CPl I I I PZ o I I I O 0 I -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-— LLL-1 L I FINISH FL OR - TYPICAL WDW. SILL, N)N TURALGRADE:101.65 - - - - - - - - - - - - - - - - - - - - - - - - - - - MEETING RAIL a HEAD DETAILS @ C E M. (E)NATURAL GRADE:101.44 (E)NATURAL GRADE:101.10 A382 NATURAL GRADE 0' 2.5' 5' 7.5' 10' 1Z.5' 15' PLASTER FINISH (DR HEAD SIM.) FOR THE MEASURE FOR HEIGHT PROPOSED BACK (EAST) ELEVATION PARALLEL TO THE NATURALOil PROJECT NUMBER:2212 SCALE 6" =1'-0" 10 GRADE TO THE HIGHEST POINT OF SCALE 1/4" =T-0" 10552 GASCOIGNE DR C munitv Development De artment Planning Division — Cupertino CUPERTINQ APPROVED Case # R-2022-048, A Approva I ' ody: Director/ Staff KC Approva I Pate 12/13/22 ROOF TO MATCH MAIN Signature Philli �.� Case Manager �•� I an /- A R C H T E C T �. 3561 HOMESTEAD ROAD SEE STRUCTURAL ROOF �' SUITE 222, FRAMING PLAN FOR SIZE �• SANTA CLARA,CA 95051 �•� 669-244-3111 �• www.kylechan.eom /.�•�• ------------------------------ RIDGE---------- +25'-11/4"------� Vayde@kyLeeC�an.c®�n PLANNING SUBMISSION 10.21.2022 --- -- ------------------------- PLATE HEIGHT +20'-3" Sheet Revisions: REVISION EAVE OVERHANG TO MATCH 11.9.2022 MAIN STRUCTURE ROOF REVISION#2 RESPONSE ASSEMBLY O = 11.25.2022 BALCONY MASTER BEDROOM BED STAIRS HALLWAY BATH PROVIDE VENT BY FRY REGLET Z51 Z3 ZZ1 51 ZOZ Z13 OR SIM. II I - - - - - - - - 2NDFLOOR - - � CONTINUOUS TOP AND BOT. —_—_—_—_—_—_ PLATE HEIGHT— ALL TGO TITUTE S AND IGINALWRITTEN MATERIALS ISHED ORKO HEREIN TRIM IL - - - +10'-0" ANDTHTUTETHMAY NOT UNPUBLISHED WORK OF CLOSEDHE ARCHITECT ANT THE SAME MAY NOT BE DUPLICATED,USED TE DISCLOSED WIKYLE CH N WRITTEN CONSENT OF THE ARCHITECT. III- ®KNEE CHAN ARCHITECT,INC. ELECTRONIC PLAN REVIEW III - - -II SEE ELEV FOR SILL HEIGHT a --------------------------------------- Q BEDROOM BATH KITCHEN BATH BEDROOM PROVIDE TRIM AROUND BAY A06 A07 1E 103 1E WINDOW SILL 2X4 @ 16"O.C. I o I� Lq1 - - - - - - - - FINISH FLOOR_ — � z +0'-0"(102.65') I NATURAL GRADE 01.65 SEE STRUCTURAL DETAIL ON 0 �``� X. 52.2 FOR BAY WINDOW SUPPORT z : I w fV SEE ELEV FOR B.O.BAY — ———————————— V •-------------------------------------------------------- 0 O BUG SCREEN w �,J__f L(1 u w z 0) 1'-6" Z u BAY WINDOW SECTION DETAILS NORTH -SOUTH SECTION o w Ou O SCALE 3" =T-0" SCALE 1/4" =T-O" Lon —p L Z w 0 [-- rr Z N w w Ln a- w = o D u z u RIDGE_ _ — — uuuuuuuuuuuuuuuuuuu — - - - - - - - - - - - - - - - - - - PLATE HEIGHT Q O� I I HALL j Zo1 j PROPOSED ui wi zi zi SECTIONS of — - - — — — - - - - - �� - - 2NDFLOOR - - STA a l UUUUU UUUUU UUUUU 151MIN" PLAT UUUUU UU a i " _�— — —� PLATE HEIGHT—_—_� +10'-0" CITY STAMP: I / j FAMILY ROOM i/ _ � J/// GARAGE j o 111 _ J / 181CD J / I j - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ FINISH FLOOR — .::.._...:. (N)NATURAL GRADE:101.6 ADE:285.54 GRADE:101 44 (E)NATURAL GRA ATURAL GRADE OR THE;MEASURE FOR HEIGHT \ \ \\ \\\\\ TO THE NATURAL ' Abf'rO THE HIGHEST POINT OF EXTEIOR CONSTRUCTION(19.08) A810 0' 2.5' 5' 7.5' 10' 12.5' 15' EAST WEST SECTION PROJECT NUMBER:2212 SCALE 1/4" =T-0" 10552 GASCOIGNE DR C mmunity Development Department Planning Division - Cupertino CUPERTINQ APPROVED Case # R-2 a Approval Body: Direct r22 Approval Date 12/1 1 LEGEND Signature Phillip Tru 1 AC ASPHALT CONCRETE Ca Manager BC BUILDING CORNER BW BACK OF WALK NEW CB CATCH BASIN RESIDENCE � I CMP CORRUGATED METAL PIPE 1 CO CLEAN OUT CRN CROWN DW DRIVEWAY EC EDGE OF CONCRETE 1 EM ELECTRIC METER EP EDGE OF PAVEMENT FCOR FENCE CORNER 10552 GASCOIGNE DRIVE FD FOUND CUPERTINO, CA FF FINISHED FLOOR FL FLOW LINE APN: 375-23-007 I I I I FH FIRE HYDRANT 1 FW FRONT OF WALK G GROUND GC GARAGE CORNER GF GARAGE FACE/FRONT I I I I GFC GROUND AT FENCE W E C 1 FC FENCE _ _SHRUB GM GAS METER & A S S 0 C I AT ES 0 JP HCR HANDICAP RAMP 00 1 q INV INVERT O/H UTIL O/H UTIL l0�/ U " O/H U L O/H UTIL IP IRON PIPE 2625 MIDDLEFIELD RD#658 — — — JP JOINT POLE ° ' LG LIP OF GUTTER « PALO ALTO, CA 94306 F� 101.01 P. F - F TEL: (650) 823-6466 x100.90 5 P.U.E. o �o��' O/H OVERHEAD - - - - - - - - - - — 1 FAX. 650 887-1294 T I � — - - - - - - - - - - - - - - - - - - - - - PC PROPERTY CORNER LOW WALL P.L. PROPERTY LINE I RW RETAINING WALL I ° O� �o'` 0 1 I SL STREET LIGHT SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE a 1 SDMH STORM DRAIN MANHOLE I I q- �G° or ao� ° L O T 3 1 O I I TBC TOP BACK ROLLED CURB 7"TREE +�e°ono AREA 5,267±SQ.FT TC TOP OF CURB TOB TOP OF BANK TOE TOE OF BANK TP TOP OF PAVEMENT I TRC TOP OF ROLLED CURB 1° I \�° � a � ° � I UNDERGROUND N O F° ND EM � VCP VITRIFIED CLAY PIPE I 1 I 0 5 10 20 °� I WV WATER VALVE 14"TREE WM WATER METER BOX n -E- ELECTRICAL LINE + ° ` -CTV- CABLE TELEVISION LINE I I ,\O\' -G- GAS LINE a �O� I —SS— SANITARY SEWER LINE LICENSE STAMPS AND SIGNATURE 4"TR E / �� 1 -SD- STORM DRAIN LINE I N. -T- TELEPHONE LINE oG� oFc�o G -W- WATER LINE 101 5 °\ `' . G F^ PROPERTY LINE — — ?� o 01.49 � � �o FENCE LINE LAN21 S I ° 7'SHR o GM ° .RAN �, 'A� 10546 10552 ' GASCOIGNE DRIVE GASCOIGNE DRIVE CL: 1 1.2 3 N� a 1 -a EX 3 tU EXISTING HOUSE �o EXISTING HOUSE I FF = 101.83f o I BASIS OF BEARINGS: LP t..sz3m5 / L a FG NN I THE BEARING, N89.39'45"E, OF THE CENTER OF LINE OF CYNTHIA AVENUE, AS SHOWN ON C C THAT CERTAIN MAP FILED IN THE OFFICE OF THE RECORDER OF SANTA CLARA COUNTY, Lj I 1 STATE OF CALIFORNIA, IN BOOK 44 OF MAPS � �i, `" AT PAGE 13, WAS USED AS THE BASIS OF 0 oG ° CDi BEARINGS SHOWN ON THIS MAP. ISSUED r\ 10558 No. Description Date pp TPx I 01 e1 ,�, GASCOIGNE DRIVE BASIS OF ELEVATION:I EXISTING HOUSE I I I OC/) 101.15 . q��o o a a EXISTING 0c�n1 1 TBM ELEV=100.00 (ASSUMED) 101.2 S ° GARAGE G C 0 R -9 SSCO0 G�� UTILITY NOTE FCOR 7 �� 101.15 11"TREE °� 15"TREE I o0 1 I I EC 0- UNDERGROUND UTILITIES. SHOWN PER r� 0 1 1.05 5"SCRUB I I I SURFACE EVIDENCE AND RECORD MAPS. a a 010g�� G °+�o ono �� o° �G I MAY BE DIFFERENT THAN AS SHOWN. 100.88 °� N° 6G 1 BEFORE EXCAVATION, CALL UNDERGROUND IEC off° G �� SERVICE ALERT (USA) 1-800-642-2444. +�'�� LEGAL DESCRIPTION DATE: � AUG 30,2022 ,° ++o° o o �O'� I 1 a , SCALE: P.L o°�° G°°° LOT 310, TRACT NO.1183, MAP REF: BOOK — — — — — — — — — — — o ° 44 PAGE 11, 12 AND 13 DRAWN: D=2.10+' 0„ SS(f — — — — _ 1 BG I °°' ° + SSCOE) ° . 16 o f 130 .00' — — _ _ _ , NOTE: JOB: 10078 + �° 2'TREE �oo�� °off' °° °°+°eM o��o�� 32'TREE — — 1. MEASUREMENT OF BUILDING LINE IS TO WMe THE FACE OF STUCCO OR SIDING SHEET TITLE: I 0 ,�O � O• G 'S ..................................... OP:....... . . 1 ° BOUNDARY& tit ° 1 Q� TOPOGRAPHIC ' EBM100.00 SURVEY GASCOIGNE DRIVE Q° ( 60' R/W ) MH -- -I - �. °�o� ------ — -- GAO ° . _ I--- - - ----- - o - �O 10 1 SHEET N0. _ I i MON I coo ' b MON WEC Revision Communi y Dev lopment De art WXTER-EFFICIENT LANDSCAPE CHECKLIST WATER BUDGET WORKSHEET Planning Di isio r ino CuF LRTINO APIRO- p. Community Development Department Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Case # R-20 2-0 Cupertino, CA 95014 planning@cupertino.org Cupertino, CA 95014planning@cupertino.org http://cupertino.org/planning p g Landscape Documentation Package Checklist CUP RTINO CUPERTINO http://cupertino.org/planning Approval Body: Director/ FlYtT1: CERTIFIED/LICENSED PROFESSIONAL INFORMATION LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST Approval Date 12/13/ 2 PART 1: PROPERTY INFORMATION COMPANY&COMPANY ADDRESS PROJECT ADDRESS A.P.N. 1 - PROJECT INFO R MATI O N Signature Phillip Truo Gregoni I P� ilc - I andscape Architect o215 has M i 10552 Gascoigne Dr., Cupertino a Date - 11/18/22 N ME LIC./CERT.# Gregory Lewis #2176 s�� P REFERENCE ETo TOTAL LANDSCAPE AREA NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA b Applicant - Greg Lewis - Landscape Architect E-MAIL PHONE 9rFQF � 45.3 c Project Address - 10552 Gascoigne Dr., Cupertino lewislandscape@sbcglobal.net (831 ) 359-0960 PROFLSSIONALSEAL 1960 SQ.FT. 1816 SQ.FT. 0 SQ.FT. d Total Landscape Area - 1960 sf N PART 2: PROPERTY& PROPERTY OWNER INFORMATION PART 2: SAMPLE HYDROZONE TABLE e Type of project -single family residential REGULAR LANDSCAPE AREA f Potable Water - San Jose Water UEthan Chen cnecons@gmail.com HYDROZONE PLANT IRRIGATION IRRIGATION ETAF LANDSCAPE ETAF XLAND- ETWU g W Checklist of all documents in package - see this page FACTOR(PF) METHOD EFFICIENCY(IE) (PF/IE) AREA(SQ.FT.) SCAPE AREA LLI C) 4045 Moreland Way, San Jose, CA 95130 (408) 391-7329 h Contacts of Applicant - lewislandscape@sbcglobal.net (831 ) 359-0960 _ PROJECT ADDRESS 1 0.25 Drip 0.81 0.3086 1766 545.06 15,309 i "I agree to comply with the requirements of the water efficient landscape v ordinance and submit a complete Landscape Documentation Package" Q co10552 Gascoigne Dr., Cupertino 2 0.5 Drip 0.81 0.6173 50 30.86 867 PROJECT TYPE(cHEcx.arPLic,�sLE) WATERSouRCE 3 0.8 Spray 0.75 0.3086 144 153.60 4314 � New Potable TOTAL LANDSCAPE AREA TURF PLANT AREA (0 ❑ Rehabilitated 0 Recycled 144 U o ❑ Non-Residential ❑ On-site captured rainwater 1960 SQ.FT. SQ.FT. W M 0, Grawater U WATER PURVEYOR NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA Q 1816 SQ.FT. 0 SQ.Fr. J U CL PART 3: COMPLIANCE CHECKLIST TOTALS (A) 1960 (1)) 730 (Y)20,490 `n Landscape Parameter Requirements Compliance SPECIAL LANDSCAPE AREA Owner's Signature Date W v TURF AREA Turf shall not exceed 25%of the landscape area or 1,250 sq.ft.,whichever is lesser in area. YES 1 A.A P P E N D I X B - WATER EFFICIENT LANDSCAPE W 0 R KS H E ET - SEE SHEET LO 0 no turf (No turf in non-residential area) 0 O_ ❑ YES TOTALS (C) 0 (D) 0 (Z) 0 0 co Turf shall not be planted on slopes more than25%. B.APPENDIX C - LANDSCAPE (PLANTING) PLAN - SEE SHEET L1 AND IRRIGATION PLAN - W All portions of turf areas shall be wider than ten(10)feet (unless irrigated with YES SEE SHEET L2, L3, L4 U' subsurface irrigation or low volume irrigation system). PART 3:WATER BUDGET CALCULATIONS DEFINITIONS • HYDROZONE:Put in hydrozone#,letter,or planting WA PLANTING AREA At least 80% (100�o for non-residential area)of non-turf area shall consist of �YES -(Y) + (z)20490(ETWU) < 30,277 (MA ) description.(e.g.1,2,3;A,B,C;front porch,adjacent to driveway, GRADING PLAN - see sheet C-2 native or low water use plants. front lawn,etc.) PART 4: ETAF CALCULATIONS 0 PLANT FACTOR(PF):Use WUCOLS to determine Plant Factor. No invasive and/or noxious plant species shall be planted. YES Plant factors are 0-0.1 for very low water use plants,0.1-0.3 for low Average ETAF for Regular Landscapes= (B) - (A) water use plants,0.4-0.6 for moderate water use plants,and 0.7-1.0 for high water use plants. Prior to PlanningInspection, the followingdocuments must be submitted and approved Plants with similar water needs shall be grouped within hydrozones.Each YES p p p hydrozone shall be controlled by a separate valve. •37 (ETAF) < (0.55 for residential) IRRIGATION METHOD:Overhead spray or drip • IRRIGATION EFFICIENCY(IE):0.75 for spray and 0.81 for drip SOIL MANAGEMENT Atleast4cu.yds.ofcompost,six(6)inches deep,shallbeappliedper1,000sg.ftoflandscapearea YES (ETAF) < (0.45 for non-residential) ETAF:The maximum average EvapoTranspiration Adjustment 1 . CERTIFICATE OF COMPLETION AND INSTALLATION Factor for residential properties,exclusive of Special Landscape A minimum three (3)inch layer of mulch shall be applied on all exposed soil Site-wide ETAF = (B + D) + (A + C) Areas,is 0.55 and for non-residential properties is 0.45;ETAF for surfaces of planting areas,except in areas of direct seeding application(e.g. YES ETo=evapotranspiration rate means the quantity of water new and existing Special Landscape Areas shall not exceed 1.0. 2. IRRIGATION SCHEDULE (Section 14.15.110 .37 hydro-seeding). Site-wide ETAF evaporated from adjacent soil and other surfaces and transpired by Grading shall bedesi edtominimizesoilerosion run-off,and water waste. YES 0.62isplants c avers asfactoredtime 3. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE (Section 14.15.120) g gall is a conversion factor that converts acre-inches/acre/year to FORMULAS gallons/sq.ft./year. DSCApF IRRIGATION SYSTEM Automatic irrigation controllers are required and must use evapotranspiration or , no irrigation soil moisture sensor data and utilize arain sensor. y�YES ETWU = ETo x 0.62 x (ETAF x Landscape Area) 4. LANDSCAPE AND IRRIGATION INSTALLATION REPORT (Section 14.15.130) �`' N° 2"6 ❑ 7`� Estimated Total Water Use r system Irrigation controllers shall be a type which does not lose programming data in YES "°°'°`° the event the primarypower source is interrupted. MAWA= ETo x gall x [(ETAF x Landscape Area) + ((1-ETAF)x SLA)] oi2o2a p Maximum Applied Water Allowance 5. LANDSCAPE MAINTENANCE AGREEMENT �1 Renewal Dote 144122 lt� ❑e �P f 0 Page 1 1 qTF OF CAS-�� WATER-EFFICIENT LANDSCAPE CHECKLIST Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 U Cupertino, CA 95014 planning@cupertino.org Lo http://cupertino.org/planning o CUPERTINO Landscape Parameter Requirements Compliance U � IRRIGATION SYSTEM Pressure regulators shall be installed on the irrigation system to ensure the dynamic pressure of the system is within the manufacturer's recommended ES pressure range. Manual shut-off valves(such as a gate valve,ball valve,or butterfly valve) shall U YES be installed as close to possible to the point of connection of the water supply. All irrigation emission devices must meet the requirements set in the ANSI �, Q standard,ASABE/ICC 802-2014"Landscape Irrigation Sprinkler and Emitter Standard." All sprinkler heads installed in the landscape must document a YES distribution uniformity low quarter of 0.65 or higher using the protocol defined in ASABE/ICC 802-2014. Landscape SheetDedicated irri ation meters are re uired for non-residential projects with more 0 g q YES than 1,000 sq.ft. of landscapearea. this Is single family residential ❑ Index U WATER FEATURES Pool and spa covers shall be installed. ❑ YES pool ❑ Recirculating water systems shall be used for all water features. ❑ YES ❑ other: LO - Landscape Documentation no water features Water features are limited to 10% of the landscaped area. ❑ YES N Ll - Plantin z LO LO I am aware of available informational resources regarding native and low water use plants,irrigation efficiency,and other aspects of g Plan 0 water-efficient landscaping. I certify that the information provided on this checklist is correct,and the installed landscape complies with the requirements of Chapter 14.15 and/or the requirements of the Prescriptive Compliance Option.I also understand that any changes to the project will necessitate anew checklist. Landscaping has not been Installed yet. L Hydrozone Plan/ I - Pervious Area Diag . rLaw i,sMAR B*TE 11 /18/22 F� L - Irrigation Plan El3 Applicant Comments ❑ L 4 - Landscape Details Use additional paper if necessary ❑ L5 - Landscape Specs LANDSCAPE E❑ DOCUMENTATION Staff Evaluation Staff Comments Ed J Approved ❑ Date 11 ii8/22 Scale As Noted LJ Not Approved ❑ Greg 9 Permit # ❑ Job 71 Sheet Page 1 of z 0 of Revision Communi y Development Department Planning Division — Cupertino CuFLRTINO APPROVED Case # R-2022- 8 1I1111g Notes Plant Legend Approval Body: Director/ giER EFFICIENT COMPLIANCE CHECKLIST NOTES -TURF, PLANTING, SOIL MANAGEMENT KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME Approval Date 12/13/22 1 LESS THAN 25% OF PLANTING AREA IS TURF - GALLONS RATING Signature Phillp Trulong 2 AT I FAST R % nF NON-TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS FRONT YARD TREE Case Mai ge PLANTS WITH SIMILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES. EACH HYDROZONE SHALL BE CONTROLLED I ' LI 1 24" box LOW Lagerstroemia Tuscarora Crape Myrtle BY A SEPARATE GROUP OF VALVES ' Front yard tree to be min. 6 foot high and min. 24'' box size when planted 4 AT LEAST 6 CUBIC YARDS OF COMPOST (BFI SUPER HUMUS) AND 16 POUNDS OF 12-12-12 FERTILIZER PER 1000 SF OF I Install min. 20 feet from existing street tree PLANTING AREA SHALL BE THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL (EXCEPT UNDER CANOPY OF EXISTING T9 Save I TREES TO BE SAVED) OR FOLLOW THE AMENDMENT AND FERTILIZER RECOMMENDATIONS OF A SOIL FERTILITY TEST AND Large Multi stem ANALYSIS FROM A SOIL LAB (HIGHLY RECOMMENDED) I Privet PRIVACY SCREENING SHRUBS U Screening Shrubs °°° 9'-7" w 5 INSTALL 3 INCH DEEP LAYER OF TOP DRESS MULCH ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN 91-61 9.0 9'-3" ° - LN 12 15 10' LOW Laurus nobilis Grecian LaurelCD 9-0 10 m - = o AREAS OF DIRECT SEEDING APPLICATION OR SOD LAWN. USE VISION RECYCLING DARK BROWN MAHOGONY COLORED max ma 0 max 5 5 _ - - - - - Screen Shrub - Min. 6 tall and min. 15 gal. size when planted see notes 10 - 0 max. apart WONDER MULCH OR DARK BROWN PRO CHIP BARK OR OTHER MULCH APPROVED BY THE OWNER (PROVIDE SAMPLES) THE 0_ _ - 5 - g M OWNER MAY WANT TO USE GRAVEL MULCH INSTEAD OF BARK MULCH. DON"T USE WHITE GRAVEL OR GRAVEL WITH LOTS OF • LN • LN Q M LN • •L 00 WHITE IN IT. USE GRAVEL WITH LOTS OF GRAY AND BROWN SUCH AS NOIYA GRAVEL. SHRUBS Q 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION, RUN-OFF AND WATER WASTE ADDITIONAL NOTES L? E� q`' 14 WF 3 5 3' - 5' LOW Westringia fruticosa Coast Rosemary W Q 7 SEE SHEETS L4 AND L5 FOR PLANTING AND IRRIGATION DETAILS AND SPECIFICATIONS IN BUILDING PERMIT DWGS. LN �a ' SL LB o " 8 DON'T TRENCH TOO CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER - I Landin GROUND COVERS cn Lu LJO 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE MOST CURRENT SET o B 9 NC 7 1 3' - 5' LOW Nandina Gulf Stream Heavenly Bamboo w `� OF APPROVED PLANS AND MAKE SURE THERE ARE NO CHANGES TO THE PLANT CHOICES 2❑ ICU lst story LM 3 1 4' - 8' LOW Lantana montevidensis Purple Lantana 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES, LIGHTS, AND IRRIGATION COMPONENTS. • 0� L SCREEN VALVES AND UTILITIES WITH PLANTS. DON'T PUT PLANTS TOO CLOSE TO PAVING OR BUILDINGS PRIVACY LN o 30° 3o SL 1 1 4' - 8' LOW Salvia leucantha Santa Barbara Mex. Sage o co SCREENING NOTES 8 LB 3 1 4' - 8' LOW Lomandra Breeze 11 THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED . IF TREE, MINIMUM HEIGHT OF 8 FT MUST BE PROVIDED AT o 5 7❑ n for ❑ CT 6 1 4' - 8' LOW Chondropetalum tectorum Small Cape Rush TIME OF PLANTING. IF SHRUB, MINIMUM HEIGHT OF 6 FT SHALL BE REQUIRED AT TIME OF PLANTING. Patio Deck 14 = L 5 1 4' - 8' LOW Limonium perezii Sea Statice 12 PRIVACY PLANTING: THE FINAL PRIVACY-PLANTING PLAN SHALL BE REVIEWED AND APPROVED BY THE PLANNING • ' DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS. THE VARIETY, SIZE, PLANTING DISTANCE SHALL BE CONSISTENT WITH LN Path N EK 2 1 2' - 4' LOW Erigeron karvinskianus Santa Barbara Daisy THE CITY'S REQUIREMENTS. X 8 9 13 PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL RECORD A COVENANT ON THIS PROPERTY TO INFORM 0- 9❑ LAWN SOD HIGH Turf tall Fescue or Bonsai Fescue FUTURE PROPERTY OWNERS OF THE PRIVACY PROTECTION MEASURES AND TREE PROTECTION REQUIREMENTS I1A Install 2x4 rough redwood header if straight sides CONSISTENT WITH THE R-1 ORDINANCE, FOR ALL WINDOWS WITH VIEWS INTO NEIGHBORING YARDS AND A SILL HEIGHT THAT 8 IS 5 FT OR LESS FROM THE SECOND STORY FINISHED FLOOR. THE PRECISE LANGUAGE WILL BE SUBJECT TO APPROVAL BY NC 1st Stor 8 Plant quantities are for planning purposes only. Contractor to do own plant count. THE DIRECTOR OF COMMUNITY DEVELOPMENT. PROOF OF THE RECORDATION MUST BE SUBMITTED TO THE COMMUNITY 3' y LN� _ Ask owners if they want to upslze any plants DEVELOPMENT DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE RESIDENCE. NC ath C N You should order screening shrubs and front yard tree up to a year in advance to ND CA 8 u `A 14 PRIOR TO BUILDING FINAL, A COVENANT WILL BE RECORDED WITH THE COUNTY TO PROTECT THE PRIVACY TREES AND NC 0° make sure they are available at the required height and size when you need them 5� No. 2176y NEW FRONT YARD TREE LN • 0 ��►' L is �, 15 CONTRACTOR SHALL REFER TO SHEET C2 FOR SITE GRADING AND DRAINAGE INSTALLATION - 4/30/2024 1st Story 30 9 ° R newoI D-e �T Daf 16 ALL IMPROVEMENTS ARE TO BE LOCATED WITHIN THE PROJECT PARCEL PROPERTY LINES. IF YOU AREN'T SURE WHERE 9❑ 2❑ ® gT�4F CAS-�� THEY ARE YOU SHOULD HAVE A LICENSED SURVEYOR MARK THEM FOR YOU LN Landscape Site Legend 5 � NC 6 8 ❑1 Driveway - Impervious Interlocking conc. pavers to be selected by Q NC owner. Do not increase area of driveway in front yard setback due U ' irrigation14 to limits on impervious paving in the front yard setback. If you use weed fabric install drip on to of it. NC ❑ o Y5 2 c lst story ❑2 Side paths - Impervious Interlocking conc. pavers to be selected U by owner Q WF 3❑ 2❑ D ❑3 Front porch and steps - Non-slip tile on concrete U © 14 WF L 5] 20' front yard setback 9 ® Tree protection fence - per city standard detail 6-4 C� 0 13 4� oil, WF 11 LM LM LM _ 5 Existing 5 to 6 foot tall, solid wood fence in good condition o CT ❑ LB 4' wi e pat Driveway -8 O 11 ❑ C� © 6 foot high x 3 foot wide solid wood gate and fence U E cT 10 2. 0' �T 7 Rear landings - Non- slip the on concrete or just concrete - natural (min. 20'-0') ❑ g p ('D Lawn I color with non-slip finish. Steps will be required. 12'xl 2' LI - Front Yard Tree 04 CT z U-) cT 13 ® Privacy protection angles from 2nd story windows and balcony that LO O 13 - CT - - EK - - - - - - - determine where landscape screening is required L L 4 12 12 L O 9❑ Min. 2 foot wide planter for drainage swale along side property L L lines - 2.5 foot wide planter is better where there is 6 feet or more THERE IS 1960 sf of PROPOSED PLANTING AND IRRIGATION 18'-0" Ex. Sidewalk width 10 Lawn sprinklers (lawn edge) to be at least 24 inches from 1 /8 11 = 1 '-0'I T1 - Save non-pervious paving 2" ash Gascoigne Dr. 0' 4' 8' "I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for Street Tree 11 Front path - 4' wide - Interlocking conc. pavers to be selected by LANDSCAPE the efficient use of water in the landscape design plan" owner. Do not increase width of path or driveway due to limit of SITE/ � L is p paving Y PLANTING impervious avin in the front and setback. Gregory Lewis - Landscape Architect Lic. #2176 11/18/22 PLAN 12 Paving in ROW requires a special permit. Taper onsite driveway to match existing driveway approach at back of sidewalk Date 11/18/22 13 Existing 3 foot high chain link fence to remain or coordinate with Scale 1/8-1'_0„ neighbor to replace with 3 foot high solid wood fence Drawn Greg Job L I 14 Existing 6 foot fence to remain - repair if necessary Sheet of Revision Communi y Development Department Planning Division — Cupertino 'CUPERTINQ APPROVED Case # R-2022-048, Approval Body: Director/ Staff Approval Date 12/13/22 Signature Phill p Truon I Case Manager I 1 I � I T9 Save I Large Multi stem U Privet 00 w 000 - �' co - = o M M w Lf) C U o U � z N L HYD 1 Landing U U 969 sf CU 1st Story J C ro O•^) m V 'W 1..1.E 2nd Stor U Patio Deck 3' Path IMPERVIOUS PAVING IN 1A 20' FRONT YARD SETBACK 1st Story HYD 1 Hydrozone Summary 992 sf total fysb area Path 125 sf HYDROZONE - DESCRIPTION - SQ.FT. % OF TOTAL ND f 2 f = 4 f max impervious allowed VALVES �� 0 2��ti 50% 0 99 s 96 s a pe ous a o ed HYD 176 1 HYD 1 - 1 ,3,4 DRIP, LOW WATER SHRUBS - 1766 90% LuiS -� Driveway = 400 sf 97 sf 4/30/2024 Front path = 89.4 sf 1 st Story HYD 2 - 2 DRIP,MED WATER TREE - 50 3�0 77R n 8 22 qTF OF CAS-�� Gate path = 3.4 sf y HYD 3 - 5 SPRAY, HIGH WATER LAWN - 144 7% Total = 492.8 sf Q Total = 4 2 2 = 4 K 9 .8 / 99 9.7� 0 U TOTALS 1960 100% O Areas are calculated usingAutocad software U Areas are measured usingAutocad Software 1stStor y � 4� U HYD 1 51 sf 3.4 sf fys VJ � Driveway - 89.4 y) O U HYD 1 HYD 1 41 41 149 sf 375 sf 41 Lawn� � HYD 2 0-412'xl 2' 400 sf 25 sf LO f LO ysb ` HYD 3 400 sf � y O Ex. Sidewalk 1 TVA/(�1I = 1 1_011 T1 - Save I 2" ash Gascoigne Dr. 0' 4' 8' Street Tree HYDROZONE PLAN IMPERVIOUS PAVING IN FYS B Date 11/18/22 Scale 1/8-1'-0° Drawn Greg Job Sheet L2 of Revision Communi y Development Department Planning Division — Cupertino CuFLRTINO APPROVED Case # R-2022-048, Approval Body: Director/ Staff Approval Date 12/13/22 Signature Phillip Truon I Case Manager i 1 I � I i T9 Save Large Multi stem WATER EFFICIENT LANDSCAPE CHECKLIST - IRRIGATION I Privet 00 w 00 0 Irrigation LegendCD co 1 THE AUTOMATIC IRRIGATION CONTROLLER USES EVAPOTRANSPIRATION DATA _ _ _ - - = o - --- -- - --- - - - - - U cl AND UTILIZES A RAIN SENSOR -- - KEY MANUF. MANUF. # DESCRIPTION M co 2 THE IRRIGATION CONTROLLER DOES NOT LOSE PROGRAMMING DATA IN THE �C Hunter HCC-800 PL 8 station WiFi controller with 8 stations EVENT THE PRIMARY POWER SOURCE IS INTERRUPTED exterior wall mount with multiple Q = programing, cycle start, and calender program UIn I) 3 PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO I Controller will of operate irrigation during rain events ENSURE THE DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S '-� C Q N Ua RECOMMENDED PRESSURE RANGE L4 Hunter PGV-ASV 075 3/4" antisiphon valve with 3/4" Amiad Filter, Senniger PR30 C) Q F Landing I 3 35 pressure regulator, and adaptor to drip tubing 4 MANUAL SHUT-OFF VALVES ARE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT , 0.5 drip L4 Hunter PGV-ASV 075 3/4" antisiphon valve for lawn sprinklers W Un E OF CONNECTION OF THE WATER SUPPLY �/ I HYD 1 G J � 1 st Story I L4 12 Toro 0-12 12' Precision series nozzles with Hunter 6'' pop-up 30 psi regulated - 5 ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI quarter pattern is 12' at 30 psi with .37 GPM -M --� I o a- STANDARD, ASABE/ICC 802-2014 "LANDSCAPE IRRIGATION SPRINKLER AND I w co EMITTER STANDARD". ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER I I L4 3/4" manual brass ball valves U USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 I Din eck 3/4" Patio I L4 1 Nonpressure line - Sch 40 PVC 3/4" unless noted for larger 6 IRRIGATION SUBMETERS ARE REQUIRED FOR RESIDENTIAL PROJECTS WITH MORE 3 I 1 size - 12" of cover THAN 5000 SQ.FT. OF LANDSCAPE AREA - THEY ARE NOT REQUIRED ON THIS I J Pati PROJECT WITH LESS THAN 5000 SQ.FT. ,--_--, Pressure line - Sch 40 PVC : 1" unless noted for i I smaller size - 18" of cover 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. I1A _ PL LINES UNDER PAVING - 24" deep with sand backfill 1" Sch 40 PVC pressure line in 1-1/2 " sleeve 8 SEE SHEET L4 AND L5 FOR DETAILS AND SPECIFICATIONS I I WI 1-1/4 '' gray elec PVC sleeve 1st Story I 1"—"—' 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 7 GPM AT MINIMUM 50 I 3' I _ NP P.S.I. AT THE POINT OF CONNECTION. IF THIS CONDITION IS NOT MET CONTACT I Path '—" 3/4" Sch 40 PVC nonpressure line in 1-1/4 " sleeve �p,ND CgpF THE LANDSCAPE ARCHITECT FOR POSSIBLE REDESIGN. (YOU CAN ADD SOME VALVES TO REDUCE THE FLOW THRU THE VALVES WITH MORE FLOW). THERE IS 45 No. 2176 I F E 3/4'' PE drip tubing with compression fittings - see drip notes Luis STATIC PSI IN THIS AREA. IF PRESSURE EXCEEDS 75 PSI AT POINT OF CONNECTION 4 35 I I L4 L4 4/30/2024 INSTALL A WILKINS 600 3/4" PRESSURE REGULATOR 1.1 dri 1st Story I F E R.-ID p Y Tree Drip Irrig. 3/4 PE drip tubing with compression fittings // A 22 USE TWO VALVES IF NECESSARY FOR LAWN SPRINKLERS INSTEAD OF JUST ONE IF HYD 1 L4 L4 See Drip Irrig. Notes �qTF . O��P THEY AREN'T POPPING UP AND OPERATING WELL of CA E45 35 ' Dri Irri ation Notes 10 THE ROUTING OF SPRINKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT 1.0 i p g VALVES TOO CLOSE TO TREES. STAY 8' TO 10' AWAY IF POSSIBLE. DO NOT PUT HYD 3 I 1 ) SECURE LARGER 3/4" DRIP TUBING 1" BELOW GRADE WITH 7'' OR 11'' PRESSURE LINES UNDER TREES. INSTALL LINE IN PLANTING AREAS INSTEAD OF I U-SHAPED STAKES 3 FEET ON CENTER OR CLOSER SO THAT THE TUBING CAN BE Q UNDER PAVING WHENEVER POSSIBLE. Lj Verif location WIC FOUND EASILY BUT DOES NOT SHOW IF THE MULCH GETS BRUSHED AWAY. 0 Y C � of controller COVER TUBING WITH SOIL AND MULCH AND INSTALL MANUAL FLUSH VALVES 0 11 POINT OF CONNECTION WILL TYPICALLY BE JUST BEFORE WATER ENTERS HOUSE. HYD 2 ( � with owner k WHYD 'GPM AT ENDS OF TUBING AND MARK THEM SO THEY CAN BE FOUND EASILY. U — INSTALL 3/4 TEE AND A BRASS BALL VALVE AND RUN SCH 40 PVC TO VALVE 2) RUN LARGE TUBING OVER AND NEXT TOROOTBALL OF PLANTS TO LOCATIONS. KEEP ANTISIPHON VALVES IN INCONSPICUOUS PLACES INSTALLED II 1st Story Min. dynamic pressure req. at valve � 6" TO 12" ABOVE HIGHEST SPRINKLER OR DRIP EMITTER ON THE CIRCUIT. KEEP 1 Application Rate MINIMIZE LENGTH OF SMALLER 1/4' TUBING. SECURE EMITTERS ON 3/4'' TUBING Q VALVES OUT OF PATHS. Flow AT PLANT ROOT BALLS. WHEN NECESSARY RUN SHORT LENGTHS OF 1 /4" —Hydrozone TUBING FROM EMITTERS TO PLANT ROOT BALLS. INSTALL STAKES ON 1 /4" U 12 MAKE PROVISIONS TO ADD AN EXTRA CONTROL WIRE TO THE LOCATIONS OF TUBING AT 12'' ON CENTER AND COVER TUBING WITH 1" OF SOIL PLUS MULCH. THE VALVES WITH LARGE GPM FLOWS SO THAT EXTRA VALVES CAN BE ADDED IF 3) AS THE PLANT AND PLANT ROOTBALL INCREASE IN SIZE, THE LOCATIONS OF� THERE ISN'T ENOUGH WATER VOLUME AVAILABLE AT THE NECESSARY PRESSURE - - - - - Point of connection THE EMITTERS MAY NEED TO BE ADJUSTED SO THEY ARE EVENLY SPACED OVER Front yard setback ►� with house water line THE ROOTBALL. 13 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HAVE Install manual brass ball valve A LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE I Driveway 4) INSTALL PRESSURE COMPENSATING EMITTERS (WITH MINIMAL DIFFERENCE IN CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF NP FLOW BETWEEN 10 PSI AND 40 PSI) AT EACH PLANT ON ROOT BALL (NOT RIGHT 1� Q INSTALLATION. THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN AT STEM). USE AGRIFIM PC PLUS (PRESSURE COMPENSATING EMITTERS). USE C) IRRIGATION SCHEDULE FOR NEW PLANTINGS AND MATURE PLANTINGS AND A 12 12 THE ONES THAT 1 /4 TUBING CAN BE CONNECTED T0. OTHER EMITTERS MAY 0 LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. HAVE A HIGHER DISCHARGE RATE AT STARTUP REQUIRING LARGER PIPE SIZES. (D READ A COPY OF THE CUPERTINO WELO COMPLIANCE CERTIFICATE AND WATER Lawn 04 EFFICIENT LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT 12'x12' EMITTER SCHEDULE: � TWO 1 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) LM,L,EK O 14 SINCE THIS IS AN OLDER HOUSE YOU SHOULDL CONSIDER INSTALLING A NEW THREE 1 GPH EMITTERS AT MEDIUM SHRUBS NC, LB,SL,WF,DV LINE FROM THE WATER METER TO THE HOUSE IF THIS HASN'T ALREADY BEEN DONE — - - - - - - - 12 12 FOUR 1 GPH EMITTERS AT LARGE SHRUBS LN O WITH SHRUBS THAT HAVE MULTIPLE EMITTERS, PUT SOME Water Meter OVER ROOT BALL (NOT RIGHT ON STEM) AND SOME OUT F YOU INSTALL WEED FABRIC DO NOT Ex. UNDER FUTURE CANOPY. SPACE EMITTERS EVENLY IN Sidewalk ROOT ZONE AREA. FOR TREES INSTALL FIVE 1 GPH EMITTERS ON AND AT EDGE OF ROOTBALL AND 1 /8 1I = 1 I_oII PUT DRIP IRRIGATION UNDER IT AN ADDITIONAL fifteen 1 GPH EMITTERS AT 2 FOOT GRID UNDER FUTURE T1 - Save CANOPY - ADD 10 MORE EMITTERS UNDER EXISTING TREES 2" Ash Gascoigne Dr. 0' 4' 8' Street Tree "I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for IRRIGATION the efficient use of water in the irrigation design plan" PLAN 6��is Gregory Lewis - Landscape Architect Lic. #2176 11/18/22 Date 11/18/22 Scale 1/8-1'-0° Drawn Greg Job Sheet L3 of Revision Communi y Development Department Planning Division — Cupertino Use bolt on lid CUPERTINO APPROVED Mark lid with "Irrig. Gate Valve" Use bolt on lid Case# R-2022-048, Gate valve or water meter Mark lid with "Drip Flush Valve" ArborTie nailed to stake kKMrt2WWZtU4 ( same size as pressure line Approval Body: Director/Staff Flush Valve g equivalent- 18" Approva I Date 12/13/22 PVC Male Adapter 2"dia. Lodge Pole or solid ground placed outside rootball (I I I Mlpt x Slip III and plumb Signature Phill� Truon Case Manager Sch 40 PVC pressure line ILI ArborTie nailed to stake Mulch (3"deep) pulled 3 inches away I II (III IIII (III Top trunk — of rootball to be 2 inches above iN su PE drip tubing buried 1 deep � surrounding soil level CN Run next to rootball of each plant= — Temporary Bricks under valve See drip irrig. notes 4"high berm for water basin at edge of 3" deep gravel box corners Space emitters evenly around plant 6" deep gravel root ball U CD 2" clearance on top of and at edge of root ball w o ' Use as little 1/4" tubing as possible = M Manual Gate Valve Agriform Plant Tablets 21 gram U co No Scale A Drip Emitter and Flush Valve _ Backfill-native sail Q °° No Scale _4 E _ — Plant pit to be 3 times wider than the plant o (III II I I container-it's not shown to scale on dwg QLo a Mulch Lateral - nonpressure line 3/4" Drip Tubing next —(III —(III z L 12" cover to rootball of each plant J Emitters M 18" 12" Main - pressure line - 18" cover = U) = 2 emitter 11 8-12 hours before installation,water all plants while still in containers sufficiently to OF direct burial wire 24 V - tape plant thoroughly wet root balls W N and bundle wire every 10 feet short 1/4" tubing 2) Dig hole at least 2"less deep than the container and 3 times wider than the _J 4 emitter diameter of the container the plants were delivered in. a I I I I I I I I Use 6" deep sand bedding and 6" 3) Gouge holes in the side of the plant pit-2 holes per sq.ft.of wall surface co plant IIIdeep sand backfill in rocky soils 4) Remove rootball carefully from container with support from below. Sever any circling 0 1 emitter rl- roots (3/16"dia.or greater) with sharp knife. Do not pull roots apart. The severing of large W Snake lines in all trenches plant roots will encourage new roots at the cuts. Install enough backfill under root ball so top of 0f rootball ends up 2"above grade of surrounding soil when it settles. Install some of fertilizer (D Vehicle paving When plants are installed on a packets under root ball. slope locate most of emitters 5) Fill around rootball with backfill mix to 1/2 its height and pack soil as you fill with shovel All lines to have min. 24 cover p handle or feet being careful not to disturb root ball 2411 III " on the u slope side of the plant lu ► I I under vehicle paving with 6 p p p 6) Put Agriform Plant Tablet fertilizer at this level adjacent to rootball and at bottom of hole compacted sand bedding and FOLLOW DRIP IRRIG. NOTES (5 tablets per 15 gal.or 5 tablets per 1 inch of caliper width. Fill the remainder of the hole compacted sand backfill with backfill and pack it. Provide minimum 3 clearance 7) Water tree thoroughly by filling the basin and allowing the water to percolate in,doing p F this 3 times or more until root ball and backfill is wet Drip Emitter Placement at Shrubs/ 6" between lines No Scale Ground Covers 8) Install stakes such that the stakes and the tree ties won't damage the tree and the ------------ stakes won't lean toward each other. Cut off tops of stakes if necessary to lower below branches that could be rubbed by stakes. Install stakes so they are straight up and don't lean in to each other Trenches/Lines B See plan for distance from paving and building Tree Planting0 No Scale No Scale �N �� Valves for spray sprinklers do not require filter and regulator No.2176 Combination atmospheric vacuum breaker/ Top of head flush with grade Mulch 3°deep) pulled 2 inches away from stems nig clure a control valve with flow control and with or Renewall o-e without auto. control as noted on plans Temporary u / Dat 22 Q 4''high berm for water basin at edge of root ball q Water connectors such as DBI I I I I I I I I I I I Slow release Agriform plant tablets roof Filter p (III MI 1 gal plant-2 tablets per plant Sch 80 nipple — 5 gal plant-3 tablets per plant Bottom of antisi hon valve minimum 6 pp I III 15 gal plant-6 tablets per plant p PVC tee or ell on _ above highest downstream sprinkler ' ' ' ' ' ' ' ' ' ' ' ' Backfill-native soil Q Hunter 12" swing joint, lateral line . . . or emitter � � � � � � � � �J� � � � � , , , , , , , , , , , , , — U Regulat to allow height of III ` \ ` \ ` \ \ ` \ ` ` \ `` ` ` ` ` ` ` ` ` ` ` ` ` Native soil dug out 2 times depth of container sprinkler to be adjusted - III 1�11IEII I� II 11= Plant pit at least 3 times diameter of container O and to protect lateral line 1) 8- 12 hours before installation,water all plants while still in containers sufficiently Sch 80 PVC risers to thoroughly wet root balls 2) Dig the plant hole at least 3 times the dia.and 2 times the depth of the plant container. 3) Replace this mixture in bottom half of hole and walk on it. The level of it should be Sch 40 PVC pressure line and OF direct Pop-Up Sprinkler such that when the plant is installed and settled it will be slightly above grade of existing To sprinklers pG soil. Fill hole with water. burial control wires as per specs. No Scale 4) Remove rootball carefully from container by tapping out,not pulling out by the stem. U Scarify rootball walls in 3 vertical cuts and bottom to 1/2"deep,or by cutting roots of 1/2"or larger with shears. Do not pull roots apart. I 5) Install fertilizer packets under rootball of plant. Set rootball on prepared surface and Q Auto. Antisiphon Valve fill hole to 1/2 the depth,tamping soil around rootball. Fill hole with water. OC 6) Fill the remainder of the hole with backfill and pack it but do not tamp rootball. with Filter and Regulator for Drip 7) Make the water basin. No Scale 8) Water shrub thoroughly within 1 hour of planting by filling the basin and allowing the water to percolate in,doing this 3 times or more until root ball and backfill is wet -— 9) Install mulch 0 U Install as per local code and manuf. instructions -Secure Shrub Planting controller to wall with suitable anchors as approved by No Scale Inspector N Controller- see legend on irrig. plan z LO LO Weather proof 120 V junction box O Electrical conduit and wire from source of power Electrical conduit for 24 volt conductors Paint exterior conduit to match building wall. Minimize appearance of conduit visible on wall. Sweep ells OF direct burial wires This controller will be installed outside 7 Wall Mount Controller LANDSCAPE � DETAILS No Scale Date 11/18/22 Scale As Noted Drawn Greg Job Sheet L4 of 6 Revision Communil y Development PH-AAtmiUNIbITIONS - SOIL PREPARATION, PLANTING, AND IRRIGATION PART 2 - PRODUCTS Planning Division - Cupertino 3.6 TESTING 1.4 GUARANTEE C. Contaminated Soil - Do not perform any soil preparation work in areas where 11 QUALITY ASSURANCE: soil is contaminated with cement, plaster, paint or other construction debris. . CuPERTINQ APPROVED 2.1 PIPE A. All testing shall be done in the presence of the Owner's Representative. A. Trees shall be guaranteed 1 year - all other plant material 120 days following A. Use adequate numbers of skilled workmen who are thoroughly trained and Bring such areas to the attention of the Owner's Representative and do not proceed R-2022-048 A. Plastic pipe is to be polyvinyl chloride, marked 1120-1220, and bearing the Center-load all pipelines with clean soil approximately every four feet to resist final acceptance. Any plant material needing replacement because of weakness or Case # the necessary crafts and who are completely familiar with the until the contaminated soil is removed and replaced. seal of the National Sanitation Foundation. Use Schedule 40 polyvinyl chloride, hydraulic pressures, but leave fittings exposed for inspection. Piping under probability of dying will be replaced with material of similar type and size to specified requirements and the methods needed for proper performance of the work of D. Moisture Content - Soil shall not be worked when moisture content is so great type 1-11 fittings bearing the seal of the National Sanitation Foundation, and paving shall be tested before paving is in place. Install a 0 to 160 P.S.I. gauge that of the surrounding area. The replacement plants will have the same guarantee this section. that excessive compaction will occur, nor when it is so dry that dust will form in Approval Body: Director/ Staff complying with ASTM D2466 for pressure line and also for any water lines under on lines to be tested. All valves shown on Plans shall be in place and shall be in as the original plants or trees, starting the day of their replacement. The B. It is the Contractor's responsibility to verify all information contained in the closed position. Mains shall be tested at 100 P.S.I., and laterals at 65 Contractor is not responsible for losses due to vandalism if he has taken the air or that clods will not break readily. Water shall be applied, if Approva I Date 12/13/22 asphalt paving. Use Sch 40 PVC for lateral lines in planting areas unless stronger P P the plans and specifications and to notify the Architect of any discrepancy prior P.S.1. If available static water pressure is under 100 P.S.I., provide suitable reasonable measures for protection of the plants. necessary, to bring soil to an optimum moisture content for tilling and planting. Signature PhillipTruon pipe is specified in the irrigation legend. For joining, use a solvent complying P P P +^ ^�^'^�'�^ Caseducts or commencing with the work. um for tests. Fill pipelines slow) to avoid pipe damage, and bleed all air from nna�,age� with ASTM D2466 and recommended by the manufacturer of the approved pipe. Pipe is pump P�P Y P�P 9 3.2 ROUGH GRADING AND TOPSOIL PLACEMENT C. Check and verify dimensions, reporting any variations to the Architect before to be continuously and permanently marked with the manufacturer's name, pipe size, lines as they are being filled. After closing valve at water source, mains shall 1.5 PRODUCT HANDLING A. Request a review by the Owner's Representative to verify specified limits and proceeding with the work. schedule number, type of material, and code number. hold 100 P.S.I. gauge pressure for two hours with no leaks. Laterals are expected A. Protect plants before and during installation, maintaining them in a healthy grades of work completed to date before starting soil preparation work. Place B. Galvanized steel pipe is to comply with ASTM A120 or ASTM A53, galvanized, to have minor seepage at multiple swing joint assemblies. Major leaks are not condition. Application(s) of anti-dessicant may be required to minimize damage. topsoil as required to obtain an 12" minimum depth of topsoil or as noted otherwise co 1.2 CONTRACTOR COORDINATION Schedule 40, threaded, coupled, and hot-di galvanized. Use 150 lb. rated acceptable. Laterals shall be tested for one hour at 65 P.S.I. solely to reveal The Contractor is responsible for vandalism, theft, or damage to plant material N P P 9 on the Plans. (Topsoil may already exist in the planting areas). Integrate � A. It is the responsibility of the Landscape Contractor to familiarize himself galvanized malleable iron, banded pattern fittings. Wrap all galvanized pipe below any piping or assembly flaws. The laterals are not expected to hold gauge until commencement of the maintenance period. topsoil layer into subsoil or existing compacted topsoil layer b ripping. P Y 9 P P Y Y PP g• with all grade differences, location of walls, retaining walls, etc., and to grade with 2" wide, 10 mil. plastic wrapping toe 50 Scotch wrap or equal). pressure. For testing laterals, cap risers or turn adjusting screws on nozzles to 9 9 9 P PP 9 P (# PComplete rough grading as necessary to round top and toe of all slopes, providing � coordinate work with the General Contractor. C. Drip tubing is to be as noted on plans. Use compression fittings. the "off" position, as appropriate. Repair any flaws discovered in mains or 1.6 REVIEWS naturalized contouringto integrate newt graded area with the existing topography. 9 Y9 9 U laterals, then retest in same fashion as outlined in presence of the Landscape A. Request the following reviews by the Owner's Representative at least three (3) Verify that rough grading is completed in accordance with civil engineering LLI 2.2 CONTROL WIRE Architect until all lines have been approved. Provide required testing equipment days in advance (in writing): (1) Rough grading (of landscape area) (2) Soil drawings and/or any landscape grading drawings. Break through any compacted layers = co 1.3 DIMENSIONS AND SCALE A. Use type OF direct burial wire minimum size 14, copper, U.L. approved for and personnel. test (3) Verification of incorporation depths (4) Finish grade (5) Plant M YP # PP PP of subgrade material (sometimes left from building or paving pad compaction) that 0 o A. Dimensions are to take precedence over scale at all times. Large scale details irrigation control use for runs of 1000 feet or less. For longer runs consult with material quality approval (6) Plant material layout (7) Plant pit sizes (prior will not allow water in planting areas to percolate through, causing a boggy, over LO are to take precedence over those at small scale. Dimensions shown on plans shall 3.7 SYSTEM ADJUSTMENT to planting lants 8 Preliminary inspection 9 Final inspection 5 day Q c`"> Landscape Architect. Use 3M DBY Direct Bury Wire Splice Kits or dry splice type P 9 plants) ( ) Y P ( ) P ( y saturated soil condition. You may have to use a backhoe or rotohammers to break up --� � be adhered to insofar as it is possible, and no deviation from such dimensions A. The entire sprinkler system shall be properly ad justed before final acceptance. advance notice required) LLI wire connectors at splices. No underground splices will be allowed without a P Y P P Y J P q ) and turn soil to a minimum depth of 12". If proposed planters are in areas of 0- co shall be made except with the consent of the Architect. The Contractor shall slice box. Adjustments shall include but not necessarily be limited to: (1) Adjustment of o P existing paving or baserock, remove at least 12" of material and bring in top soil Q U-) verify all dimensions at the site and shall be solely responsible for some or arc and distance control devices on sprinklers, including changing nozzle sizes if PART 2 - PRODUCTS U (.0 °' up to grade required by grading plan. Rough grading in planting areas is to be co o -0 deviations from same. 2.3 OTHER MATERIALS necessary to assure proper coverage of planted areas. (2) Relocation or addition rn� such that when amendment is incorporated and the mulch is installed, the grade will � � A. Provide other materials, not specifically described but required for a complete of sprinkler heads if necessary to properly cover planted areas, without causing 2.1 TOPSOIL z P Y q P be +- 1" to finish grade. U fl 1.4 LAWS AND REGULATIONS and proper installation, as selected b the Contractor subject to the approval of excessive water to be thrown onto building, walks, paving, etc. (3) Throttling of A. Native topsoil or import landscape soil Q N cC6i P P Y J PP B. Soil Preparation: (1) Distribute soil (organic) amendment and fertilizer in J A. The Contractor shall conform to and abide by all city, county, state and the Architect. automatic valves as necessary to operate sprinklers at manufacturer's recommended 0the amounts recommended by the soils lab over all planting areas unless noted w federal building, labor and sanitary laws, ordinances, rules, and regulations. pressure. (4) Adjustment and testing of all automatic control devices to assure 2.2 NATIVE TOPSOIL otherwise on the Plans. (2) Rip and/or till the amendment and fertilizer into the their proper function, both automatically and manually. (5) Installation of A. Native soil on site without admixture of subsoil, free from rocks over two top 6" to 8" of soil until they are thoroughly mixed in. Hand work areas u: CZ 1.5 LICENSES AND PERMITS pop-up heads anywhere there is a chance of pedestrians or vehicles hitting heads cubic inches, debris, and other deleterious material. Native topsoil is to be J inaccessible to mechanical equipment. (3) Moisten to uniform depth for settlement A. The Contractor shall give all notices and procure and pay for all permits and PART 3 - EXECUTION even if pop-ups are not shown on the plan. (6) Installation of check valves to stripped, stockpiled, and reinstalled. and regrade to establish elevations and slopes indicated on Drawings. licenses that may be required to complete the work. keep sprinkler head drainage from eroding landscape areas, wasting water, or 0 � 3.1 SURFACE CONDITIONS creating soggy spots in the landscaping. 2.3 IMPORT LANDSCAPE SOIL (,r 1.6 SUBMITTALS A. Examine the areas and conditions under which the work of this Section will be A. Import landscape soil must be tested and meet the following specification: 3.3 FINISH GRADING LJJ M A. At the request of the owner or the Landscape Architect, submit manufacturer's 3.8 AS-BUILT DRAWINGS AND INSTRUCTION 1. TEXTURE: A. The Contractor shall make himself familiar with the site and grading plans and r` performed. Correct conditions detrimental to timely and proper completion of the (� and/or supplier's specifications and other data needed to rove compliance with the Sandy loam to loam do finished grading in conformance with said Plans and as herein specified. / PP P P P work. Do not proceed until unsatisfactory conditions are corrected. A. Regularly update a print of the system noting any changes which are made by points between es l l l if shall b h d t sa e uniform eves or so di i i th t d otherwise indicated Grades no specified requirements including certificates stating quantity, type, composition, dimensioning features below grade from surface features with at least two 2. GRADING: B. P P weight, and origin of all amendments, chemicals, import soil, planter mix, plants, SEIVE SIZE PERCENT PASSING SIEVE where elevations are given or between points established by walks, paving, curbs, 9P P P 3.2 EXCAVATION dimensions. Prior to final approval, give the Owner 2 copies of clean blueprints and irrigation equipment used on the site. 25.4 mm (1") 95 - 100 or catch basins. Finish grades shall be smooth, even, and on a uniform plane with gA. Trenches may be excavated either by hand or machine, but shall not be wider marked to show changes during construction. The most important features to mark on than is necessary to lay the pipes. Care should be taken to avoid damage to the plan are valves, pressure lines, wires, and hose bibs. 9.51 mm (3/8") 85 - 100 no abrupt changes of surface. Minor adjustments of finish grades shall be made at 53 Micron (270 mesh) 10 - 30 the direction of the Landscape Architect, if required. 1.7 PRODUCT SUBSTITUTIONS B. After the system has been completed, inspected, and approved, instruct the P q existing water lines, utility lines, and roots of plants to be saved. Y P P PP 3. CHEMISTRY - SUITABILITY CONSIDERATIONS: C. All grades shall provide for natural runoff of water without low spots or A. Any product substitutions shall be requested in writing. The Landscape B. Minimum depth of cover for buried pipelines shall be: 1. Eighteen (18) inches Owner's maintenance personnel in the operation and maintenance of the system. Give g P P Architect must approve or refuse any substitutions in writing. Lack of written the Owner completed warrant cards for the irrigation equipment and ke s to a. Salinity: Saturation Extract Conductivity (ECe x 103 @ 25 degree C.) Less pockets. Flowline grades shall be accurately set and shall be not less than 2% for mainline pressure piping. 2. Eighteen (18) inches for 24 volt wiring from P y gy than 4.0 gradient wherever possible. Grades shall slope away from building foundations approval will mean the substitution is not approved. Any difference in cost to the controllers to remote control valves. 3. Twelve (12) inches for lateral controllers and hose bibs. g P P y g Contractor of a less expensive substitution shall be credited to the Owner's b. Sodium: Sodium Adsorption Ration (SAR) Less than 9.0 unless otherwise noted on Plans. All finish grades (top of mulch) are 1" below distribution lines. 4. Twenty-four (24) inches, minimum cover, with 6" sand c. Boron: Saturation Extract Concentration Less than 1.0 PPM finish grade of walks, pavements, curbs, and valve boxes unless otherwise noted. bedding and 6" sand cover for any pipe or wire sleeve under A.C. paving. SOIL PREPARATION AND PLANTING d. Reaction: pH of Saturated Paste: 5.5 - 7.5 C. Under existing paving, piping may be installed by jacking, boring, or hydraulic e. Lime: less than at by weight 3.5 MULCHING 1.8 ERRORS AND OMISSIONS driving except that no hydraulic driving will be permitted under asphalt concrete PART 1 - GENERAL 9 P Y 9 P P A. Recultivate soils compacted by planting or other operations and smooth the A. The Contractor shall not take advantage of any unintentional error or omission pavement most pipes and sleeves under A.C. paving are to be installed riot to 4. PESTS: P ( P P P 9 P soil areas prior to applying mulch. Mulch all planting areas to a depth as noted �pNDSCAPF in the drawings or specifications. He will be expected to furnish all necessary 1.1 DESCRIPTION a. The population of any single species of plant pathogenic nematode: fewer than installation of the paving). Where cutting or breaking of existing pavement is on plans. This depth should be as per the plans even after being settled and c,� materials and labor that are necessary to make a complete job to the true intent A. The work includes, but is not necessarily limited to, the furnishing of all 500 per pint of soil. � no 1'6 y�necessary, secure permission from the Architect before cutting or breaking the y g stepped on 30 days after installation. Water lightly to settle mulch. Do not and meaning of these specifications. Should there be discrepancies in the drawings pavement, and then make necessary repairs and replacements to the approval of the materials, equipment, and labor required to do the installation and complete 5. ORGANIC MATTER or specifications, the contractor shall immediately call the attention of the bury ground cover with mulch. Place and settle mulch in such a way that it does P Y Architect and at no additional cost to the Owner. placement of topsoil, fine grading, soil conditioning, and planting. a. Soil is to have 5% to 10% organic matter at below 18 inches in depth. 4 /2024 not get washed onto paving or block drain swales or inlets. 1, Architect to some and shall receive the complete instructions in writing. Soil is to have less than 30% organic matter at 0 to 18 inches in depth /�n%B 22 Organic matter to be less than 1" did. Do not use mushroom compost. 3.3 INSTALLATION OF PIPE 3.6 WEED CONTROL 1.9 INSPECTIONS/REVIEWS DEFINITION 1.2 QUALITY ASSURANCE No noxious weeds are allowed. OF - A. Handling and assembly of pipe, fittings, and accessories shall be by skilled A. The Contractor is responsible for pre-emergent weed control. Follow the CA A. Inspection or observation as used in these specifications means visual A. Plant Identification and Quality 6. FERTILITY CONSIDERATIONS: tradesmen using methods and tools approved by the manufacturers of the pipe and manufacturer's directions. The Contractor is responsible for the replacement of observation of materials, f t Pl equipment, or construction work on an intermittent basis . Plants are to be true to name, with one o each bundle or lot tagged with the a. Soil is to contain sufficient quantities of available nitrogen, phosphorous, equipment and exercising care to prevent damage to the materials or equipment. 1 any plants (other than weeds) that are hurt or killed due to the misuse of weed to determine that the work is in substantial conformance with the contract name of the plants in accordance with standards of practice of the American potassium, calcium, and magnesium to support normal plant growth. In the event of documents and the design intent. Such inspection or observation does not B. Metal pipe threads shall be sound, clean cut, and cored to full inside Association of Nurserymen. In all cases, botanical names take precedence over control products or use of the wrong product. Clay soils can increase the affect g p Y P nutrient inadequacies, provisions shall be made to add required materials to diameter. Threaded joints shall be made up with the best quality pure joint of certain pre-emergents. Adjust the application rate accordingly. Some owners ' ` constitute acceptance of the work nor shall it be construed to relieve the common names. overcome inadequacies prior to planting. v contractor in any way from his responsibility for the means and methods of compound carefully and smoothly placed on the male threads only 2. Plants shall be vigorous, of normal growth habit, free of diseases, insects, 7. COMPACTION may prefer hand weeding to chemical weed control although it is usually more throughout the system. expensive. O larvae, excessive i n I r r I a. Compact the soil enough so it doesn't settle more when walked on and not construction or for safety on the construction site. Inspection or observation eggs, a vae, a cess ve abrasions, sun scalds, o other objectionable p g C. On plastic threaded connections use the sealer recommended by the manufacturer will be done by the Landscape Architect only if requested by the owner in writing. disfigurements, and shall conform to the standards as outlined by the California significantly over time where the flow of drainage will be affected or soil needs to be 3.7 MAINTENANCE of the plastic valve or fitting. Do not use paste sealer products on plastic This service will require a written contract for additional fees. Association of Nurserymen. Tree trunks shall be sturdy and well "hardened off". added. Don't over compact or work soil when it has too much moisture. valves. Tighten plastic threaded connections with light wrench pressure only. A.A Maintenance shall begin immediately after each plant is installed. All plants shall have normal well developed branch system, and vigorous, fibrous Dig bottom layer of import soil into existing soil. Compact in 6 inch lifts. n, D. Connections and controls shall be functionally as shown on the drawings, but B. Maintenance will include: u! root systems which are not root bound. Ground cover plants (rooted cuttings) shall 2.4 ORGANIC SOIL AMENDMENT physically shall be the most direct and convenient method while imposing the least 1. Continuous operations of watering, weeding, cultivating, fertilizing, Q have well developed root systems and be kept moist prior to and during A. Redwood sawdust, 0-1/4" in diameter, that is nitrogen stabilized by the hydraulic friction. Install lines in planting areas whenever possible. spraying, insect, pest, fungus, and rodent control, and any other operations to LANDSCAPE IRRIGATION installation. Plants shall be nursery grown and of size indicated on Drawings. supplier, and contains a wetting agent. Also see note on planting plan � / 1 E. Thread male PVC connections into metal female connections rather than the All plants not conforming to those requirements will be considered defective, `J assure good normal growth. PART 1 - GENERAL opposite. removed from the site and replaced with acceptable new plants at the Contractor's 2.5 ORGANIC MULCH 2. Fertilizing: In addition to fertilizing of trees, shrubs and ground covers, F. Interior of pipe fittings, and accessories shall be kept clean at all times, expense. A. See Planting Plan herein specified, furnish and apply any additional fertilizers necessary to • L 1.1 WORK INCLUDED and all openings in piping runs shall be closed at the end of each days work or 3. Sod shall have a well developed root system. Yellowing, brown, diseased, 2.6 PLANTER SOIL MIX maintain plantings in a healthy, green vigorous growing condition during the Q otherwise as necessary to prevent the entry of foreign materials. Bending of maintenance period. dried, or pest infested sod shall be rejected. Sod is to be cleanly mowed within A. See Planting Plan and Details. A. The work includes but is not necessarily limited to the furnishing of all galvanized steel pipe will not be permitted. Install plastic pipe with the 72 hours of delivery to the site. Sod is to be delivered to the site within 24 3. Weeding, Cultivating and Clean Up: Planting areas shall be kept neat and free materials, equipments, and labor required to install a complete irrigation system. markings turned up to be seen from above until the pipe is buried. "Snake" the hours after being harvested and installed immediately after being delivered. Sod from debris at all times and shall be cultivated and weeded at no more than 10-day q p g ys 9 Y 9 2.7 BACKFILL FOR PLANT PITS pipe in the trenches so that there will be a small amount of excess length in the intervals. - shall not be stored on the site overnight. Any sod delivered to the site that A. For native soils with 50% or more clay content - 75% topsoil and 25% organic line to compensate for contraction and expansion of the pipe. 4. Insect, Pest and Disease Control: Insects and diseases shall be controlled by O 1.2 GUARANTEE. The entire sprinkler system shall be guaranteed by the Contractor cannot be installed the same day shall be removed and not used on the site. amendment thoroughly mixed and incorporated together with no topsoil clods larger U in writing to be free from defects in material and workmanship for period of one G. Place backfill in 6" layers such that there will be no settling. The top 6" of 4. Ground cover is to have well developed roots and foliage. It is to be town in the use of approved insecticides and fungicides. Moles, gophers, and other g p p P 9 9 than 1/2" diameter. In heavy clay soils or other soils with large clods this will C/) year from acceptance of the work. The guarantee shall include repair of an trench soil is to be the top soil and soil amendment mixture. All backfill shall be free and delivered to the site in flats. rodents shall be controlled by traps, approved pellets inserted by probe gun, or y p g p y require mixing the backfill in a stockpile at the site or at the supplier. For of rock and debris. Test pipe for leaks prior to backfilling joints. Obtain other approved means. ' ^ settlement occurring within the guarantee period, including related damage to 1.3 SUBMITTALS soils with less clay content amend only the top 8" of the plant pit backfill as per v approval of the owner's representative before backfilling joints. 5. Protection: Work under this Section shall include complete responsibility for paving, landscaping, or improvements of any kind. A. Provide the results of lab tests done on representative samples of existing the soils lab recommendations. maintaining adequate protection for all areas. Any damaged areas shall be N soils and imported soils to be used for the top 12" or more of landscape area. 3.4 INSTALLATION OF EQUIPMENT repaired at no additional expense to the Owner. L0 1.3 REVIEWS A. Flush lines clean prior to installation of valves, sprinkler heads, or hose Tests are to be done by a reputable soils lab (i.e., Perry Lab, Watsonville or 2.8 FERTILIZER 6. Replacements: Immediately replace any plant materials that die or are LO A. Request the following reviews prior to progressing with the work: (1) Layout bibs. Install valves, sprinkler heads, controllers, backflow preventors, hose Santa Clara Soil and Plant Lab). Samples to be tested are to be collected by lab A. Fertilizer needs and amounts will be based on the results of the soil test damaged. Replacements shall be made to the Specifications as required for C)of system (2) Depth of lines prior to backfilling (3) Coverage adjustment of all personnel. Soil samples are to be tested for: bibs, and other equipment as per the Irrigation Plan and details. original plantings. heads, valve boxes and operation of system. 1. Particle size distribution (clay, silt, sand). B. Sod lawn areas (there is no lawn on the plan) 7. Hand Watering: Even when planting areas are watered with automatic 2. Agricultural suitability including any excess problems; i.e., salinity 1.4 WATER PRESSURE 3.5 ELECTRICAL WORK irrigation, the soil surrounding the plant pits can be moist while the pH level sodium boron, , , . A. The line voltage work shall consist of connecting the controller to the nearest (calcium, 2.9 PLANT MATERIAL SUBSTITUTES sawdust/sand root ball is dry. This can cause the plants to deteriorate or not A. Verify the existence of the minimum acceptable volume of water at the minimum 3. Fertility - amounts of available nitrogen, potassium, phosphorous, iron, available 115 volt supply. The line voltage connection shall be in conduit, in A. Substitutes will not be permitted except when proof is submitted that plants grow (even during the winter). The plants will do best (especially during the hot acceptable dynamic pressure as per plan at the point of connection at the earliest magnesium, copper, zinc, and boron. opportunity,, reporting insufficient volume and/or pressure to the Landscape accordance with local electrical code. Controllers mounted inside buildings can be specified are not available and then only upon approval of the Landscape Architect season) if they are hand watered deeply until their roots grow out into the PP Y P 9 / P P 4. Chemicals and/or poisons that would hinder plant growth. The owner is to plugged into outlets. The low voltage work shall include all necessary wiring from and Owner. surrounding soil. Architect. Contractor is responsible for cost of installation of pressure regulator decide if tests for poisons will be done since there is a small chance that any if pressure exceeds 80 psi. the controller to the automatic sprinkler valves, installed in accordance with the P P exist and the cost of testing for them is expensive and difficult. manufacturer's recommendations. A loop of extra wire, a minimum of eighteen (18) 2.10 OTHER MATERIALS 3.8 PRELIMINARY INSPECTION An interpretation of the test results and their affect on plant performance done by 1.5 UTILITIES inches long shall be provided at each automatic valve. Appropriate expansion loops A. Provide other materials, not specifically described but required for a complete A. As soon as all the planting is installed, the Contractor will request the he lab staff or an approved horticultural consultant should be included in the t shall be provided throughout the system to assure that no wiring will be under and proper installation, as selected by the Contractor subject to the approval of Owner's Representative (in writing) to make a preliminary inspection. The 30 A. Verify the location of all existing utilities and services in the line of work report. The Owner is responsible for the cost of initial testing and for any stress. the Landscape Architect. calendar day maintenance period will start when the work is approved. Replacement before excavating. Take all precautionary measures necessary to avoid damaging P y g additional chemicals and amendments that are required that are not already included / p y q pp y LANDSCAPE B. All slices and connections on the 24 volt system shall be made using 3M DBY and/or repairs may be required for royal. The Contractor is to notify the in the Specifications or Drawings. Soils tests must be done as soon as possible Direct Bury Splice Kits, Rain Bird Pentite connector, or equal. PART 3 - EXECUTION Owner and the Owner's Representative in writing when the 30 day maintenance period SPECIFICATIONS and prior to ordering or installing soil amendments or plant materials. Plant 1.6 ELECTRICAL CONNECTION C. Wiring, wherever possible, shall be placed in the same trench with, and begins. alongside of, the irrigation main water line. Tape and bundle wire every ten feet. selections and soil amendment specifications are subject to change depending on the A. Verify existence of 110 Volt 20 Amp. circuit for irrigation controller (by .results of the soil tests 3.1 SURFACE CONDITIONS All wiring placed under paving shall be put in adequately sized Sch 40 PVC pipe 3.9 FINAL INSPECTION others) at location noted on plan for installation of controller. 5. If bidding is done prior to soil fertility tests, bid 6 cu yds. of nitrolized A. Examine the areas and conditions under which the work of this Section will be sleeves prior to paving operations. A. At least 5 days prior to the anticipated end of the maintenance period, the RWD sawdust and 16 lbs. of 12-12-12 fertilizer per 1000 sq.ft. tilled or dug into performed. Correct conditions detrimental to timely and proper completion of the D. Wire for 24 volt control lines shall be size #14 OF direct burial irrigation Contractor shall submit a written request for final inspection. The planting the top 6" to 8" of soil in all planting areas for bidding purposes only. Revise work. Do not proceed until unsatisfactory conditions are corrected. 11/18/22 wire. Unless noted differently on the plan, common grounds shall be white, size areas shall be weeded, neat and clean. The work shall be accepted by the Owner Date bid when results of soil fertility tests are obtained. B. Weed and Debris Removal - All ground areas to be planted shall be cleaned of #14 OF direct burial wire. For wire runs over 1000 feet consult with Landscape exclusive of the plant materials upon written approval of the work by the Owner's As Noted Scale Architect for wire size. Under no circumstances, on multiple controller all weeds and debris prior to any soil preparation or grading work. Weeds and Representative. installations, will a single common ground, shared by each controller, be debris shall be disposed of off the site. Drawn Greg permitted. Each controller shall have its own separate common ground wire. Job Sheet L5 of 6