The URL can be used to link to this page

R-2021-048, RM-2021-035 Approved Plans Community Development Department GENERAL NOTES: Planning Division — Cupertino CUPERTINO APPROVED A. NOT USED Case# R-2021-048, A Approva I Body Director/Staff KEYNOTES: Approva I Date 1 05/27/22 1. DEMO (E) SUN ROOM Signature �rianne Harkousha 2. DEMO (E) FIREPLACE Case Manager 3. DEMO (E) WALL 4. DEMO (E) CONC. SLAB 5. DEMO (E) WINDOW KURT HUANG ARCHITECT 6. DEMO (E) WALL FOR NEW WINDOW KURTHUANGARCHITECT.COM OPENING 15 LEGEND: � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � A5 I I � ITEMS TO BE DEMO II II ITEM TO REMAIN II II II II I I � 1 4 � I II II II II II II II II II II II 2 II II II II II I II II 3 5 6 6 O CD- N 1 C 14 0 A5 16 A5 rC II II NO. DATE REVISIONS 1/11/2022 PLANNING RESUBMITTAL , „ I I 4 PROJECT TITLE: PAO RESIDENCE ADDITION 21325 RUMFORD DR CUPERTINO, CA PROJECT NO: 210311 DATE: 09/01/2021 SHEET TITLE 13 �A5 DEMO PLAN SCALE:1/4" = 1'-0" SHEET OF All drawings and written material appearing herein constitute original and unpublished work of Kurt Huang Architect and may not be duplicated without the Al written consent of Kurt Huang Architect. 3/29/2022 10:11 :35 AM Community Development Department GENERAL NOTES: Planning Division — Cupertino CUPERTINO APPROVED A. NOT USED Case# R-2021-048, 12 16 16 KEYNOTES: Approva I Body Director/Staff A7 A7 A6 Approva I Date 05/27/22 1. RELOCATED WASHER/DRYER FROM Signature �rianne Harkousha GARAGE Case Manager 2. WINDOW SEAT BENCH 24'-1011 20'-11 " KURT HUANG ARCHITECT KURTHUANGARCHITECT.COM 4101lx3'4" 9'0"x4'10" EE 2'-6'1 MUDR OM — — — — — — — —N O U ( 1�4 _ 05 I A7 co 00 o(D CD U P M MEDIA LO 36 TO Cy) M 00 x O 101.011 I I = 36 r 1 (E) FAMILY RM 0 0 N . I . C . 13 A7 0 15 A6 NO. DATE REVISIONS 1/11/2022 PLANNING RESUBMITTAL 71.1 II 4r6nx6,811 = PROJECT TITLE: co PAO RESIDENCE �° 1_011 6'6nx4'10" 5 ADDITION (E)13'-1Oil 41 21325 RUMFORD DR CUPERTINO, CA PROJECT NO: 210311 DATE: 09/01/2021 SHEET TITLE 14 A6 FIRST FLOOR PLAN SCALE:1/4" = 1'-0" SHEET OF All drawings and written material appearing herein constitute original and unpublished work of Kurt Huang Architect and may not be duplicated without the A2 written consent of Kurt Huang Architect. 3/29/2022 10:11 :39 AM Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case# R-2021-048, 12 16 16 Approva I Body Director/Staff A7 A7 A6 Approva I Date 05/27/22 Signature �rianne Harkousha Case Manager KURT HUANG ARCHITECT KURTHUANGARCHITECT.COM 43' if 70, 5101lx3'8" 5'0110 " 1 5101lx3'8" 14 x 10'-6" 5 0" 5'-0" 4'-0" '-011 - A7 M Co N DN X 0 C-p N ;a- Cfl X I CD o El CV El /Z 1 04 � o Co01 N 5'-41/2" -- 00 CV X O IN ' " 318" 3'0"x1'6" 5-0"x3'8" 3'0°x1'6' \ / 0 0 \ / 0 13 A7 / 15 / \ / A6 NO. DATE REVISIONS 1/11/2022 PLANNING RESUBMITTAL / - - - - t, , r 4 6 x6 81 / \ PROJECT TITLE: PAO RESIDENCE � 6'611x4'10" �`� � �� \ ADDITION \ 21325 RUMFORD DR / \ CUPERTINO, CA / \ PROJECT NO: 210311 / \ DATE: 09/01/2021 / \ SHEET TITLE 14 A6 SECOND FLOOR PLAN SCALE:1/4" = 1'-0" SHEET UA3 All drawings and written material appearing herein constitute original and unpublished work of Kurt Huang Architect and may not be duplicated without the written consent of Kurt Huang Architect. 3/29/2022 10:11 :44 AM Community Development Department GENERAL NOTES: Planning Division — Cupertino CUPERTINO APPROVED A. ROOF TO MATCH (E) RED TILE ROOF Case# R-2021-048, A Approva I Body Director/Staff 271-1 011 Approva I Date 1 05/27/22 Signature �rianne Harkousha Case Manager V KURT HUANG ARCHITECT KURTHUANGARCHITECT.CW 0— N 0 J 1 1-611 � co 7:12 KEYNOTES: SLPJ E 1. ROOF CRICKET- SLOPE TO DRAIN N W 0 O U) N N W N � O J W 1 1 46'-711 00 � n � 0 J w co_ ( 0 E) 4:12 (E) 4:12 _ SLOPE N w SLOPE 0 0 � J W � NO. DATE REVISIONS 1/11/2022 PLANNING RESUBMITTAL (E) 4:12 SLOPE 1 1 CN 0- 0 if (E) 4:12 _ (E) 4:12 �" J 4'6"x6'8" SLOPE SLOPE 4:12 4:12 I PROJECT TITLE: SLOPE SLOPE � PAO RESIDENCE 6'6nx4'10" '� ADDITION 141-911 21325 RUMFORD DR n CUPERTINO, CA 0 W PROJECT NO: 210311 DATE: 09/0112021 SHEET TITLE ROOF PLAN SCALE:1/4" = 1'-0" SHEET OF All drawings and written material appearing herein constitute original and unpublished work of Kurt Huang Architect and may not be duplicated without the A4 written consent of Kurt Huang Architect. 3/29/2022 10:11 :49 AM Comm nityDevelatment GENERAL NOTES: Planning Divisi n — Cupertino A. (E) RED TILE ROOF TO REMAIN CUPERTINO APPROVED B. (E) OFF WHITE STUCCO TO REMAIN Case# R-2021- 48, A Approva I Body Director/Staff Approva l Date 05/27/22 .►111� 49 Signature 11rianne Harkou�ha Case ager KEYNOTES: 1. DEMO (E) SUN ROOM KURT HUANG ARCHITECT 2. DEMO (E) CHIMNEY KURTHUANGARCHITECT.COM i 103.49' (E) 102.12' 102.12'OL (E)GRADE (E)GRADE 13 EXISTING SOUTH ELEVATION - STREET 117.21' (E)RIDGE 1 (E)T.P. _ 0 ED 103.49' (E) 102.12' 102.31' (E)GRADE 14 EXISTING EAST ELEVATION - SIDE 117.21' (E)RIDGE 2 1 NO. DATE REVISIONS 1/11/2022 PLANNING RESUBMITTAL f 102.31' 102.39' (E)GRADE (E)GRADE 15 EXISTING NORTH ELEVATION - REAR PROJECT TITLE: PAO RESIDENCE ADDITION 117.21' Q�(E)RIDGE 21325 RUMFORD DR 1 CUPERTINO, CA PROJECT NO: 210311 - DATE 09101/2021 SHEET TITLE EXISTING ELEVATIONS '11102.39' -7 -7 E RADE 102.12' (E)GRADE = 16 EXISTING WEST ELEVATION - SIDE SCALE: 114" 1'-0"SHEET OF All drawings and written material appearing herein constitute original and unpublished work of Kurt Huang Architect and may not be duplicated without the A%j written consent of Kurt Huang Architect. 3/29/2022 10:11 :54 AM GENERAL NOTES: Commur ity Development Department 12Pla Wing Division — Cupertino A. (N) TILE ROOF TO MATCH EXISTING B. (N) OFF WHITE STUCCO TO MATCH EXISTING. UNO CUPERTINQ APPROVED Case # R-2021-048, , A IDLE KEYNOTES: Approval Body: Director/Staff 1. WOOD SIDING Approval Date 05/27/22 Signature Br anne Harkous a ilrIT.P. Case Manalter \ LU ❑ ' ❑� KURT HUANG ARCHITECT co w KURTHUANGARCHITECT.COM 115.54' \ ��p,N 0 gv❑ 4- RIDGE ❑FN� `-V .112.50- / 0 112.56' "' SUBFLR \ T.P. 111.48' T.P. M 0 — o 0 0 102.9' SUBFLR 1 . (E)F. 102.39' 102.1 ' (E)GRADE E RADE 8'-0" 6'-0" 1 14 SOUTH ELEVATION - STREET ,r 123.3' RIDGE ,.120.50' T.P. 2'-0 4'-6" 0 112.50' 111.48' T.P. OPEN OPEN NO. DATE REVISIONS 102.9' 1/11/2022 PLANNING RESUBMITTAL SUBFLR . i 102.31' 102.31' GRADE GRADE 15 EAST ELEVATION - SIDE PROJECT TITLE: 123.3',� RIDGE PAO RESIDENCE 120.50',, ADDITION T.P. / w / ❑ J 21325 RUMFORD DR w °° C 0 o�N �/ ��o, CUPERTINO, CA NG 0/ \ Fiy�Fl PROJECT NO. 210311 112.50' - DATE: 09/01/2021 ❑ SUBFLR� N SHEET TITLE 111.48' :. .. : ... ... :: � .. , .�.:: .. .: . ..: ...:: T.P. PROPOSED ELEVATIONS L-1 L SUBFLR .. :. .:... .. : . 2.39'. SCALE:1/4" = 1'-0" GRADE SHEET OF 6-0" 8'-0" All drawings and written material appearing herein constitute original and unpublished work of Kurt Huang N - Architect and may not be duplicated without the 0 RT H E L E VAT I O N REAR UA6 16 written consent of Kurt Huang Architect. CommL nity Development Department GENERAL NOTES: Planning Division — Cupertino A. (N) TILE ROOF TO MATCH EXISTING CUPERTIN4 q B. N OFF WHITE STUCCO TO MATCH EXISTING UNO Case # R-20 1-08, A Approval Body. Director/ 12 0' Approval Date 05/27/ 2 Zvi 4'-6" 2 Signature Brianne Har ousha eo Case Manager Lj —1 Lj KURT HUANG ARCHITECT KURTHUANGARCHITECT.COM 0 `V 112.50' SUBFLR 111.48' T UF T.P. 102.9' / SUBFLR 102.12'OL (E)GRADE (E)GRADE 13 WEST ELEVATION - SIDE — — — — — — — — — — — \ NO. DATE REVISIONS 1/11/2022 PLANNING RESUBMITTAL I=1II=1II=1I1= " Ed I Ed I Ed 11-1 1 I-1 I IE": L=1 I B I L=1 I E -1 I I-111 1-1 I M 11=1 I < I I 1=1 11= III=I,'•:,�__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ > : II=1II —II I ::: III—I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I � :� I I 14 (— SECTION �-�=_=1 I I-111-1 I I-111-1 I I-111-1 I I-111-1 I I-111-1 I I-111-1 I I-111-1 I I-111-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I=_-I I-1 1=III=III=III=III=III=III=III=III=III=11= _ — — — — — — — —III=III=I I I PROJECT TITLE: 123.3' ti 123.3' RIDGE RIDGE PAO RESIDENCE 5 T.P. 0 A50 T.P ADDITION 21325 RUMFORD DR CUPERTINO, CA PROJECT NO: 210311 N �112.50' N �112.50' IF—] I I SUBFLR F.F. DATE: 09/01/2021 SHEET TITLE 111.48' 111.48' T.P. T.P. ELEVATION & SECTIONS 102.9' \ / 102.9' SUBFLR SUBFLR 103.49'� (E)SUBFLR 102.39' 102.39' — — — 102.12' �(E)GRADE III-III-III-1 E RADE III-III-III-1 I. ..:..:::.:. ( ) — — — — — — II E GRADE SCALE:1/4" = 1'-0" =III=III=III =III=111=1 I I . ,. I I-1 I I-III-III-III=III=III=III=III=III=III=III=III=III=III=1 I I-III-1 I I-III-III-III-III-III-III-III-III-III-11 I-1 111=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=111=I I I=1 III _111_111_11 -------------------- — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — SHEET OF 1=III=III — _ .:;. III=III=III=III=III=III=III=III=111=111= 1=III=III �. III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=I I L—III=I I L—III=III=III 1=I I L—III=I I L—III=I I L—III=I I L—III=I I L—III=I I L—III=I I L—III=I I L—III=I I L—III=I I L—III=I I L—III=I I L—III=I I L—III=I I L—III=I I I _ _ __________________________ _ _ _ _ _ _ _ _ _ _ _ II-III-1 _ — — — — —_—_—_—_—_— — — — — — — — — — — I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III All drawings and written material appearing herein III=III :"':111=III=III=III=III=111— — —11=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= III=11 I : =III=III=III=III=111— — — - I=1 I I=III=1 I I=III=1 I I=III=1 I I=1 11=111=111=1 I I=III=1 I I=III=1 I I=III=1 I I=III=1 I I=III=1 I I=III=1 I I=III=1 I I=III=1 I I=III=1 I I=III=1 I I=III=1 I I=III=1 I I=III=1 I I=III=1 I I=III=1 I I=III=1 I I=III=1 I I=III=1 — - =III=1 I I=III=1 I I=III=1 I I=III=1 I I=III=1 I I=III=1 I I=III=1 I I=III=111=III=I I I I—��— — — — — — — --- — — — — —_ — —_—_—_—_- - III=1 =_=III=1 I I=III=1 I— _ _ = 1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=111— — — —11=III=III=III=III=III=III=III=III=III=III=III=III=III=III=11 I— — =III=III=III=III=III=III=III=11— — constitute original and unpublished work of Kurt Huang 111=111-11 —11=111=111=111=111=111=111=111-111-111-111-111-111-111-111=111 = 1= — /� — — — 1=111=11 El I El I El 111=1 I 1=1 11= — — — =1 I la I la I la I I-111-111-111—I I 1=111— Architect and may not be duplicated without the —' T I 0 N =111=111=111=111=111=111=111= — 1 T I 0 N .. — — written consent of Kurt Huang Architect. A 16 � 12 V =T1=1�11-T1- 3/29/2022 10: 12:04 AM C mmunity Development Department Planning Division - Cupertino CUPERTINQ APPROVED Case # R-2 a Approval Body: Direct /Staff Approval Date 05/2 22 LEGEND: Signature Brianne H kousha AC ASPHALT CONCRETE Ca Manager BC BUILDING CORNER pA0 AND LIN BW BACK OF WALK CB CATCH BASIN RESIDENCE CMP CORRUGATED METAL PIPE CO CLEAN OUT CRN CROWN DW DRIVEWAY EC EDGE OF CONCRETE EM ELECTRIC METER EP EDGE OF PAVEMENT FCOR FENCE CORNER 21325 RUMFORD DRIVE FD FOUND CUPERTINO, CA FF FINISHED FLOOR FL FLOW LINE APN: 326-41-044 FH FIRE HYDRANT FW FRONT OF WALK G GROUND GC GARAGE CORNER GF GARAGE FACE/FRONT POSSIBLE 5' UADOC# ENT GFC GROUND AT FENCE W E C PER ITEM 19 O50449 GM GAS METER HCR HANDICAP RAMP & A S S O C I A T E S ;N.�89-�5'55"W.�',��-' 70. 0' N'0 INV INVERT F F F o IP IRON PIPE F(, 2"ORANGE 9„ 103.25 -04"SHRUBS 38"PINE 102 71 o��„� JP JOINT POLE 2625 MIDDLEFIELD RD#658 + 5 SHRUBS 7 RUBS 3 LEMON LG LIP OF GUTTER o TW102.9 TW102.3 6 TREE -� PALO ALTO, CA 94306 _ _ _ _ _m O/H OVERHEAD �o�+ REE 3 TREES 0 LOW WALL �)� �o ' ' �� = PC PROPERTY CORNER TEL: (650) 823-6466 o FAX: 650 887-1294 � ,&' O &* I I RW RETAINING WALL ( ) o I I 0 �� SL STREET LIGHT 13 2 JACUZZI o SSCO SANITARY SEWER CLEANOUT I �,5 � a a O, ' � Goy,° I o SSMH SANITARY SEWER MANHOLE MP o-o ��a �ON�o ° N° SDMH STORM DRAIN MANHOLE N00 a �° a ° TBC TOP BACK ROLLED CURB Cb °�o�. a a °102.04 I I TICTOP OF CURB ° ° a �° a ° a I GFo OD I TOB TOP OF BANK ° �, ° 102.10 °� TOE TOE OF BANK EXISTING HOUSE Otis a 10 :*3 102.29 s� a I TP TOP OF PAVEMENT RIDGE=116.04t 102 2+ O� I v TRC TOP OF ROLLED CURB SHRUBS 4 ° �e SHED TW TOP OF WALL 01 2 89 a. �� ° a+ O I U/G UNDERGROUND N G a °� N I VCP VITRIFIED CLAY PIPE C) °1 a �°j0 0 °0. ° ° �p WV WATER VALVE m SUN ROOM �2.50 ° 4 a 102.1 7 �° ° EC WM WATER METER BOX 102,37 a -CTV- CABLE TELEVISION LINE = off. off. ��+ N a 102A9 ° �Q��a -E- ELECTRICAL LINE o; o 102.54 102.46 b 1 -G- GAS LINE w+< 0 5 10 20 1 -SS- SANITARY SEWER LINE P a -SD- STORM DRAIN LINE LICENSE STAMPS AND SIGNATURE -T- TELEPHONE LINE w -W- WATER LINE OL' FG4 �j I I o '& 1 1 W BASIS OF BEARINGS LANo THE BEARING, N89°05'55"W, OF THE CENTER ��0,•RA � o o / +� e LINE OF RIUMFORD DRIVE, AS SHOWN ON z _j < ° 21325 RUMFORD DRIVE THAT CERTAIN MAP FILED IN THE OFFICE OF V EXISTING HOUSE a 71"SHRUB THE RECORDER OF SANTA CLARA COUNTY, STATE OF CALIFORNIA, IN BOOK 232 OF FF = 103.49f ° 1 MAPS AT PAGE 19, WAS USED AS THE �' �35 GF RIDGE=117.21 f o�o� BASIS OF BEARINGS SHOWN ON THIS MAP. + < F CA4l o N° j SHED TW101.7 +�� ►-� BASIS OF ELEVATION 21335 RUMFORD DRIVE � BW100.3 � I EXISTING HOUSE � �°� �-� 1 I � TBM ELEV=100.00 (ASSUMED) TW103.2 !� a PORCH Q�+ LLJ 21315 RUMFORD DRIVE ISSUED �j RIDGE=124.5t BW102.4 LC) EXISTING HOUSE o a RIDGE=123.16f UTILITY NOTE No. Description Date `n ° �o c,+�L 1 i 1 UNDERGROUND UTILITIES. SHOWN PER O 102.18 \oT 1\19, o_1' SURFACE EVIDENCE AND RECORD MAPS. 7"TREES 1 GM +c,0�`' a �0S Nib 1 z 1 MAY BE DIFFERENT THAN AS SHOWN. o �° BEFORE EXCAVATION, CALL UNDERGROUND Q + 13"TREE SERVICE ALERT (USA) 1-800-642-2444. 13"TREES.p J M W101.1 G 9 �� ° ° 2"SHRUB 1O\ � BW100.0 1 103.50X 1 a O TW102.9 �° SHRUB F o �4 SHRUB oN. G +,�o 0 1 1 � ° a�.g''� �� ° +�° �� o � 1 LEGAL DESCRIPTION BW 102.4 o o� ° N° ,so J 0`1'� ��° L 0 T 6 3 a LOT 63, TRACT N0.4382, MAP REF: BOOK 9"TREES% a ° o G � 232 PAGE 18 AND 19 o ° a a s ,o + °AREA = 7,504±SQ.FT. 0N, 0 1 - - - - - - - - - - - - - - - - G�° - -+ a°° -�°SHRUB N o I TW100.2 - - - - - - - - - - - - - - - - - - - - _r NOTE: +� ° fie ° N° G Oho I W99.3 I DATE: FEB 27,2021 ° ° �° 6"SHRUB ° 4 a o o° �, o°. 10' P.U.E+�o 1. MEASUREMENT OF BUILDING LINE IS TO SCALE: a o� N o�' 1 THE FACE OF STUCCO OR SIDING 1"-10' a a W �° ° o° � ATT OPG&E a IV 0�1� DRAWN: BG - - - - - o - - - - -�' 70.00' - o � - - - - - - - - 1 JOB: 10078 o�. o° O N.890055 W.Oo�' �o� N �O� 4"TREE 5'-REE 4"TREE 6"TREE 11"TREEO-- o N > TE �o°� moo° Q 16"TREE 0a Sao SHEET TITLE: WME10 I O �� 101.53 100.93 100.47 00.09 99.62 99.03 98.42 97.95 �� BOUNDARY& TOPOGRAPHIC 'g7EBLM100.00 SURVEY RUMFORD DRIVE ( 601 R/W ) I � - - MHOr1 - - - - - - - - - - - - - - - - - - - - - - - - - - - � SHEET NO. MON NO' MON-MON 980.78' PER 232-M-19 MON coo WEC I I Community Development Department S H E ET I N D EX g p N 8 90 0 5' V V 7 0 o' ?10( o " (E)73 H REDWOOD FENCE ' GENERAL Pla nin Division — Cupertino CUPERTINO APPROVED— r —� _� �—„ � — — — — — —. ,~� —„ Case# , \ ° \ / 4' /b 2"ORANGE A° 5"SHRUBS GO PROJECT INFOANDSITE PLAN R-2021-048 \ \ � \ / / / / �4"SHRUBS 38"PINE 7'R' RUBS � � 3"LEMON TW 102.9 TW 102.E TRREE C.0 EXISTING TOPOGRAPHIC SURVEY m \ ° \ u / / 3"TREE BW 102.4 LO ZBW 102.8 Approval Body: Director/Staff \ \ ° \ / m x 2"TREE Vy WALL 6 5 LANDSCAPE 05/27/22 1 \ / / / / 1x w LO LANDSCAPE DOCUMENTATION Approve I Date I d' o Signature Brlanne Harkousha CO \ / \ / / / N w Case Manager o W \ \ / \ / / JACUZZI Ij L1 PLANTING PLAN CN � \ / \ / / MP CD L2 IRRIGATION PLAN z \ LAMP \ / \ / / o L3 HYDROZONE PLAN/ PERVIOUS AREA DIAL. KURT HUANG ARCHITECT cb \ \ A 4a KURTHUANGARCHITECT.COM 44'-8" / \ / / 15'-31 1 x _ L4 LANDSCAPE DETAILS 5'MIN SET L/ P 15'MIN SETBACK LAM _ L5 LANDSCAPE SPECS Ch \ n 4'0"x3'4" 9'0"x4'10" � / ING HOUSE ARCHITECTURAL 5'0"x3'8" 5'0°x3 5'0" - -1 16,04-1 — — i DEMO EXISTING I Al DEMO PLAN o I SHED II A2 FIRST FLOOR PLAN PO O 1 '` °° N N . I as MEDIA 11 A3 SECOND FLOOR PLAN O ° o o BED BED o A4 ROOF PLAN o SUN ROOM - - - - - - °' N 0 m A5 EXISTING ELEVATIONS N o " A6 ELEVATIONS ® N 0 1 , - - - - - - - - - - - - x A7 ELEVATIONS AND SECTIONS 0 1 o n '8" 3'0"x1'6" 5'0"x3'8° 30nx1 sn n n Lu 0 x LLJ \ = CD00 \ xLLI x o \ / w o \ FAMILY/ 00 00 BED � VICINITY \ \ x w LIVING / \ / 0 1 � \ / 1 Villages at Cupertmov Apartment Homes Apple Infinite Loop �' u mq v BJ&Restauram Fo — o DTCN � P.,,k �..,. �,.n,., . &Brew oue!© oC) 0 0 �O �� ^ -,•.m, z J / z / 21325 RUMFORD 9 Y x y ° x ° 7 S RUB 05[evens Creek 'vy y .•\\\�'., s •21325 Pum(ord Dr, o 1 / EXISTING HOUS FlementarySchooi/ 4 Gaplino.CA9BD,a.O,oPoa 4 N o / /N / N o FF = 103,49+ / BED BA Varian Park o, Iµe^ `S is G,len\b„r'o,ok Hp tments M '> Targe t s ®Marina oFoo"d 80 Wholl FOOde Maket UntedSlates® JrP.rk Postal5ervce Saneco ,, DININ BED BED ® « crtntl TJ MaxxBHomeGood W 101 .7 9 C Google The CupertnpCmssrneds /E W 100.3 PROJECT DESCRIPTION TW IO3.416x68 (E)1 '4' PO C 4's"x6'& W � I / \ BW 1 02 - / \ SINGLE FAMILY RESIDENCE ADDITION INCLUDES FIRST FLOOR ADDITION AS MEDIA ROOM O w °� 1 \ O WITH WET BAR AND BATHROOM, SECOND FLOOR WITH TWO BEDROOMS AND TWO s's°xa'1o° �6 I 6'6°x4'10° �6 Ln BATHROOMS. O OLn O 1 GM / \ I z A13"TREES GM GARAGEPROJECT INFORMATION 2 �HRUB 3TREE ASSESSOR'S PARCEL NUMBER: 326-41-044 - - - - - - - - 0 WIOI . I o 1 " HBllB ' RUB DWI 00.0 ZONING: R1-7.5 TW 102. 1 _ LAND USE: RES LOW 1-5 BW 102. L 0 T 6 3 9"TREES m I L O T 6 3 OCCUPANCY GROUP: R3-U AREA = 7,504±SQ T. w (E)8'-0" 1 (E)56'-2" AREA = 7 504±5 . FT. (E)6'-o" Co 5'MIN SETBAC I IN SETBACK CONSTRUCTION TYPE: VB —`^CD LOT AREA: 7,503 SF w W 0 1 SHRUB TW 1 00.2 v `_I o I N0. DATE REVISIONS o I 20'-0" 1 BW99.3 MAX FAR: 45% 1/11/2022 G , 6 S H RUB 1 OFF STREET 10' P.U.E. MAX LOT COVERAGE: 45% PLANNIN RE SUBMITTAL PARKING MAX BUILDING HT: 28' ATT =PG&E A T =PG&E I IW (E)BUILDING: 1,666 SF — 1 — — — — — — — — — — — — — — — n 1 — — — — — — — — — — (E)GARAGE: 500 SF N .8 9 0 0 5'5 5' V^I V , 7 0.0 0' N •8 9 0 0 5'5 5' V^I V , 7 0.0 0' RESERVE GARAGE AREA: 14 SF 4"TREE (E)TOTAL AREA: 2,180 SF PROPOSED o "TREE 16"TREE SL FIRST FLOOR ADDITION: 459(MEDIA RM)+ 125(FRONT PORCH)=584 SF SECOND FLOOR ADDITION: 608 SF - - - - - - - - - - - - -_ _ WM❑ SL OW - - - - - - - - - - - - - - - - - - - WM� OW TOTAL FIRST FLOOR: 2180+584 ADD =2764 SF TOTAL SECOND FLOOR: 608 SF TOTAL BUILDING: 2764+608=3372 SF PROJECT TITLE: 2ND FLR TO ST FLR RATIO: 608/2765=22% SITE PLAN - SECOND FLOOR VIEW SITE PLAN - FIRST FLOOR VIEW FAR: 3372/7503=44.9% 2 TBM LOT COVERAGE: 2764/7503=36.9% PAO RESIDENCE N EL 100.00 LOT 100.00 APPLICABLE CODES: 2019 CALIFORNIA BUILDING CODE 2019 CALIFORNIA RESIDENTIAL CODE ADDITION RUMFORD DRIVE 60' ' 2019 CALIFORNIA MECHANICAL CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 CALIFORNIA PLUMBING CODE 24'-10" 1, 2019 BUILDING ENERGY EFFICIENCY STANDARDS AREA CALCULATION 2019 CALIFORNIA FIRE N BUILDING 21325 RUMFORD DR r-------------43ti G 2019 CALIFORNIA GREEN BUILDING STANDARDS t CITY OF CUPERTINO MUNICIPAL CODE CUPERTINO, CA WALL SCONCE - DARK SKY COMPLIANT ; FIRST FLOOR: a ELEGANT LIGHTING RAINE 8 TALL OUTDOOR WALL SCONCE - t 459 SF PROJECT NO: 210311 - RECTANGULAR FIXTURE -MODEL:LDOD4041BK 608 SF ; EXISTING: 408 SF 17'-10" 1 ' 5" 22'11" 449SF PROJECT DIRECTORY DATE: 09/01/2021 t i ---------- 809 SF SHEET TITLE CLIENT: YAOKUO PAO 00 � (E) GARAGE: 80 SF 21325 RUMFORD DRIVE t 420 SF CUPERTINO, CA 95014 0 ' CN RESERVE GARAGE AREA: 14 SF SITE PLAN & O � `� 408 SF 449SF (E)HOUSE N 809 SF 9 ADDITION: 125 SF ARCHITECT: KURT HUANG N.I.c. M 459 SF PO BOX 32263 i PROJECT INFO 80 SF FIRST FLOOR TOTAL: 2764 SF SAN JOSE, CA 95152 i t 125 SF °O C0 SECOND FLOOR: LANDSCAPE ARCHITECT: GREGORY LEWIS t -------- ------------- ADDITION: 608 SF it_ i ,i 420 SF 736 PARK WAY SCALE:1/8 - 1 -0 t t N SECOND FLOOR FIRST FLOOR SANTA CRUZ, CA 95065 SHEET OF GRAND TOTAL: 3372 SF All drawings and written material appearing herein ———————————— 20'-3" IT-1 0" 22'-2" constitute original an unpublished worko Kurt Huang GO CIVIL: ED WU Architect and may not be duplicatedwithoutthe 2625 MIDDLEFIELD RD #658 written consent of Kurt Huang Architect.AREA DIAGRAM PALO ALTO, CA 94306 Revision Communi y Dev lopment De art WXTER-EFFICIENT LANDSCAPE CHECKLIST WATER BUDGET WORKSHEET i22 Planning Di isio r ino Floor Plan, rear patio CUPERTINO AP IRO. D• Community Development DepartmeW Community Development Department Shed removed 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Case # R-20 1-0 Cupertino, CA 95014 planning@cupertino.org [I Cupertino, CA 95014 lannin Qcu ertino.or http://cupertino.org/planning p p g g g Landscape Documentation Package Checklist CUP RTINO CUPERTINO http://cupertino.org/planning Approval Body: irector Approval Date05/27/ 2 PART 1: PROPERTY INFORMATION T1: CERTIFIED/LICENSED PROFESSIONAL INFORMATION LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST COMPANY&COMPANY ADDRESS PROJECT ADDRESS A.P.N. 1 - PROJECT INFORMATION Signature Briake Har o r7nry I e SIC - I andscape Architect 02 5 21325 Rumford Dr., Cupertino, CA Case M 78 N ME LIC./CERT.# a Date - 3/29/22 Gregory Lewis #2176 2�/ 22 b Applicant - Greg Lewis - Landscape Architect s� �P REFERENCE ETo TOTAL LANDSCAPE AREA NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA p p g p TF p c Project Address - 21325 Rumford Dr., Cupertino E-MAIL PHONE &F CA -�- 45.3 lewislandscape@sbcglobal.net (831 ) 359-0960 PROFESSIONALSLAL 2365 SQ.FT. 2063 SQ. SQ. d Total Landscape Area - 2365 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 Mr. Yaokuo Pao HYDROZONE PLANT IRRIGATION IRRIGATION ETAF LANDSCAPE ETAF XLAND- ETWU g Checklist of all documents in package - see this page W FACTOR(PF) METHOD EFFICIENCY(IE) (PF/IE) AREA(SQ.FT.) SCAPE AREA I--' � 21325 Rumford Dr., Cupertino, CA 408-205-6768 1 0.25 Drip 0.81 0.3086 1626 501 .85 h Contacts of Applicant - _ 14,095 Owner - Mr. Yaokuo Pao 408-205-6768 21325 Rumford Dr., Cupertino, CA 2 0.5 Dri 0.81 412 254.32 7143 i "I agree to comply with the requirements of the water efficient landscape Q PROJECTTYPE(CHECKAPPLICABLE) WATER SOuRCh. p 0.6173co � New Potable 322.13 9047 ordinance and submit a complete Landscape Documentation Package" w TOTAL LANDSCAPE AREA TURF PLANT AREA 0 8 Spray 0.75 1 302 c hRehabilitated Rec cled Q C)site captured rainwater 2365 SQ.FT FT 0 SQ 4 0.25 Drip 0.81 0.3086 25 7.72 217 0 Q Non-Residential On 0 a Grwater A.APPENDIX B - WATER EFFICIENT LANDSCAPE WORKSHEET - SEE SHEET LO 0 v 0 WATER PURVEYOR NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA Q Ni 2063 SQ.FT. 0 SQ.Fr. B.APPENDIX C - LANDSCAPE (PLANTING) PLAN - SEE SHEET L1 AND IRRIGATION PLAN - J PART 3: COMPLIANCE CHECKLIST TOTALS (A) 2365 cs> 1086 (Y)30,502 SEE SHEET L2, L3, L4 SPECIAL LANDSCAPE AREA w Landscape Parameter Requirements Compliance LU .� 1 GRADING PLAN - existing remodel - no grading being done TURF AREA Turf shall not exceed 25%of the landscape area or 1,250 sq.ft.,whichever is lesser in area. YES 1 no turf (No turf in non-residential area) � 0 ❑ Turf shall not be planted on slopes more than25%. YES TOTALS (C) 0 (D> 0 (Z) 0 Prior to Planning Inspection, the following documents must be submitted and approved w (0 tY All portions of turf areas shall be wider than ten(10)feet (unless irrigated with '*YES (7 subsurface irrigation or low volume irrigation system). '"� PART 3:WATER BUDGET CALCULATIONS DEFINITIONS • HYDROZONE:Put in hydrozone#,letter,or planting 1 . CERTIFICATE OF COMPLETION AND INSTALLATION _(Y) + (Z)30,502(ETWU) < 36,533 (MA WA) description. e 1 2,3;A,B,C;front porch,adjacent to driveway, PLANTING AREA At least 80% (100% for non-residential area)of non-turf area shall consist of �YES P ( g � P 1 Y� native or low water use plants. front lawn,etc.) PART 4: ETAF CALCULATIONS 0 PLANT FACTOR(PF):Use WUCOLStodetermine Plant Factor. 2. IRRIGATION SCHEDULE (Section 14.15.110) 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 Plants with similar water needs shall be grouped within hydrozones.Each YES for high water use plants. 3. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE (Section 14.15.120) hydrozone shall be controlled by a separate valve. •46 (ETAF) < (0.55 for residential) IRRIGATION METHOD:Overhead spray or drip • IRRIGATION EFFICIENCY(IE):0.75 for spray and 0.81 for drip SOIL MANAGEMENT Atleast4cu.yds.ofcompost,six(6)inches deep,shallbeappliedper1,000sq.ftoflandscapearea YES (ETAF) < (0.45 fornon-residential) ETAF:The maximum average EvapoTranspiration Adjustment 4. LANDSCAPE AND IRRIGATION INSTALLATION REPORT (Section 14.15.130) 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. YES new and existing Special Landscape Areas shall not exceed 1.0. p g p g pp ( g .46 ETo=evapotranspiration rate means the quantity of water 5. LANDSCAPE MAINTENANCE AGREEMENT hydro-seeding). Site-wide ETAF evaporated from adjacent soil and other surfaces and transpired by plants during a specified time Grading shall be designed to minimize soil erosion,run-off,and water waste. YES 0.62 is a conversion factor that converts acre-inches/acre/year to FORMULAS gallons/sq.ft./year. �P`N��pF IRRIGATION SYSTEM Automatic irrigation controllers are required and must use evapotranspiration or , soil moisture sensor data and utilize a rain sensor. y�YES ETWU = ETo x 0.62 x (ETAF x Landscape Area) No 2176 no irrigation 7`� y� ❑ Estimated Total Water Use r system Irrigation controllers shall be a type which does not lose programming data in YESnature the event the primary power source is interrupted. MAWA= ETo x 0.62 x [(ETAF x Landscape Area) + ((1-ETAF)x SLA)] -2024 Maximum Applied Water Allowance 3 a 22 f 0 Pag e 1 1 qTF OF CAS-�� WATER-EFFICIENT LANDSCAPE CHECKLIST Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org [is C U P S RT I N O http://cupertino.org/planning Landscape Parameter Requirements Compliance IRRIGATION SYSTEM Pressure regulators shall be installed on the irrigation system to ensure the dynamic pressure of the system is within the manufacturer's recommended �(�(ES pressure range. 01 Manual shut-off valves(such as a gate valve,ball valve,or butterfly valve) shall �i YES U 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 �J 6 standard,ASABE/ICC 802-2014"Landscape Irrigation Sprinkler and Emitter U Standard." All sprinkler heads installed in the landscape must document a YES distribution uniformity low quarter of 0.65 or higher using the protocol defined in ASABE/ICC 802-2014. Dedicated irrigation meters are required for non-residential projects with more than 1,000 sq.ft. of landscape area. this Is single family residential ❑ YES Landscape Sheet -0 U WATER FEATURES Pool and spa covers shall be installed. ❑ YES • pool Index1-1 : ❑ Recirculating water systems shall be used for all water features. ❑ YES Q ❑ other: W no water features Water features are limited to 10% of the landscaped area. Elp YES LO - Landsca e Documentation -0t-- I am aware of available informational resources regarding native and low water use plants,irrigation efficiency,and other aspects of 0 water-efficient landscaping. I certify that the information provided on this checklist is correct,and the installed landscape complies Ll Planting Plan with the requirements of Chapter 14.15 and/or the requirements of the Prescriptive Compliance Option.I also understand that any changes to the project will necessitate anew checklist. Landscaping has not been installed yet. L2 Irrigation Plan Z N rLawis 3/29/22 o L3 - Hy d rozo n e Pan/ co Impervious Area Diag . N Applicant Comments ❑ Use additional paper if necessary L 4 Landscape Details ❑ L5 - Landscape Specs Staff Evaluation Staff Comments El Approved ❑ Date 12/17/21 Scale As Noted J Not Approved ❑ Drawn Greg Permit # ❑ Job ion Sheet F-1 Landsca e DocumentatPage 1 of z of 6 0 Plant Legend Revision Communi y Development Depart,�vfi4cT@R EFFICIENT COMPLIANCE CHECKLIST NOTES - TURF, PLANTING, SOIL �J 3/29/22 Planning Division — CupertinMIANAGEMENT KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME Floor Plan, rear patio 'CUPERTINO APPROVED 1 LESS THAN 25% OF PLANTING AREA IS LIVE TURF GALLONS RATING 7-5" 1 7'-0" C 5'-2" 10'-max 8'-6" Shed removed Case # R-2021-048, 9 T OF THE EXISTING PLANTS ARE TO REMAIN TREES 38" Ex. Pine 3 PLANTS WITH SIMILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES. LI 24'' box NA LOW Lagertroemia Tuscarora Crape Myrtle _ _ © PG © 9°05' I.W. PG PG�0�1 PG Approval Body: i0r5/27�2StafF EACH HYDROZONE SHALL BE CONTROLLED BY A SEPARATE GROUP OF VALVES Required Front Yard Tree must be at least 6 feet tall when installed O © pg 0 © p9 p � Approval Date Signature Bria ine sha 4 AT LEAST 6 CUBIC YARDS OF COMPOST (BFI SUPER HUMUS) AND 16 POUNDS Order far ahead of time if necessary to make sure you can get it X % p9 �� o ; Case MaaSenager -- i 2-'2-12 FERTILIZER PER 1000 SF OF PLANTING AREA SHALL BE SCREEN SHRUBS THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL (EXCEPT UNDER PG 15 10' MED Podocarpus gracilior Fern Pine p o p9 CANOPY OF EXISTING TREES TO BE SAVED) OR FOLLOW THE AMENDMENT AND 10, Screen Shrub - Min. 6 tall when planted see notes a 1 Ex. FERTILIZER RECOMMENDATIONS OF A SOIL FERTILITY TEST AND ANALYSIS pg existing MED Podocarpus gracilior Fern Pine FROM A SOIL LAB (HIGHLY RECOMMENDED) max. Screen Shrub - Min. 6' tall Spa p9 \,,LAMP ao ° a ° l 5 INSTALL 3 INCH DEEP LAYER OF TOP DRESS MULCH ON ALL EXPOSED SOIL w �, ` ExjCbonc.. a O SURFACES OF PLANTING AREAS EXCEPT IN AREAS OF DIRECT SEEDING SHRUBS �Ex. Conc. do a . pg W CDAPPLICATION OR SOD LAWN. USE VISION RECYCLING DARK BROWN MAHOGONY pc existing LOW Prunus caroliniana Carolina Cherry co 3a� as a a ' �; a ° a ° F= ° _ O COLORED WONDER MULCH OR DARK BROWN PRO CHIP BARK OR OTHER MULCH LP 4 LOW Lomandra Platinum pg ° 30 i APPROVED BY THE OWNER PROVIDE SAMPLES =1st Stork: ° a a C� ° N � 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION RUN-OFF AND GROUND COVER © ° shed W co WATER WASTE ADDITIONAL NOTES Ex. Conc. Q C = LAWN sod HIGH Bonzai Dwarf Fescue sod A. 0 C � o a 7 SEE SHEETS L3 AND L4 FOR PLANTING AND IRRIGATION DETAILS AND use 3 ply redwood bender board or °° © o Q ' SPECIFICATIONS three sixteeths x 4 inch black steel edging ° pc ° a a .4 Q 8 DON'T TRENCH TOO CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF ° J C) THE BUILDING ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER 0 ° 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK a ° o w . MAKE SURE YOU HAVE THE MOST CURRENT SET OF APPROVED PLANS AND < � c � — MAKE SURE THERE ARE NO CHANGES TO THE PLANT CHOICES Landscape Site Legend p M O a- 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES These 2nd story windows don't require landscape screening ° v.pd Ex. Camellia a° W coco LIGHTS, AND IRRIGATION COMPONENTS. SCREEN VALVES AND UTILITIES WITH because their sills are at least 5-1" high or higher 0 14 PLANTS. DON'T PUT PLANTS TOO CLOSE TO PAVING OR BUILDINGS PRIVACY Ex: SCREENING NOTES Q ° pc Caon w �2 Privacy protection angles from 2nd story windows that determine .. 11 THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED . IF TREE, o 0 0 where landscape screening is required ° MINIMUM HEIGHT OF 8 FT MUST BE PROVIDED AT TIME OF PLANTING. IF SHRUB, z MINIMUM HEIGHT OF 6 FT SHALL BE REQUIRED AT TIME OF PLANTING. 3 2z© c ° ° 12 PRIVACY PLANTING: THE FINAL PRIVACY-PLANTING PLAN SHALL BE ❑3 Ex. Fence in good condition. v Z ° ° c REVIEWED AND APPROVED BY THE PLANNING DIVISION PRIOR TO ISSUANCE OF p ° BUILDING PERMITS. THE VARIETY, SIZE, PLANTING DISTANCE SHALL BE ® Possibly use 3 inch deep gravel mulch in this area instead of bark CONSISTENT WITH THE CITY'S REQUIREMENTS. mulch. Gravel mulch to be selected by owner. ° 1 st Story a 13 PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL ° ° RECORD A COVENANT ON THIS PROPERTY TO INFORM FUTURE PROPERTY OWNERS OF THE PRIVACY PROTECTION MEASURES AND TREE PROTECTION a Ex.Conc. L! - required front yard Addition © �pND CgpF REQUIREMENTS CONSISTENT WITH THE R-1 ORDINANCE, FOR ALL WINDOWS a tree min. 24" box size and � No. 2176ti� WITH VIEWS INTO NEIGHBORING YARDS AND A SILL HEIGHT THAT IS 5 FT OR . ' min. 6 tall when installed Ex. Tree Mallow LESS FROM THE SECOND STORY FINISHED FLOOR. THE PRECISE LANGUAGE ° 3e2/ 22 WILL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF COMMUNITY o Ex. Escallonia, OF CA�-� DEVELOPMENT, PROOF OF THE RECORDATION MUST BE SUBMITTED TO THE z 9 GM Juniper a COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE RESIDENCE. EM Ex. Privet Ex.. Ex. 13" Pine Ex. Conc. 14 PRIOR TO BUILDING FINAL, A COVENANT WILL BE RECORDED WITH THE Coric COUNTY TO PROTECT THE PRIVACY TREES AND NEW FRONT YARD TREE ° c ° Qa °. 15 NO GRADING IS BEING DONE. THIS IS AN EXISTING YARD AND THE OWNER a SAYS THERE HAVE BEEN NO PROBLEMS WITH EXCESS WATER PUDDLING OR ° Ex. Conc. ° LA^ FLOODING DURING THE RAINY SEASON a Drivewpy El a Ex. Juniper — - - - - - - -- - - - 16 80% OF NON-TURF PLANTING AREA CONSISTS OF LOW WATER USE RATED ExAne . LP Q PLANTS °n a ° � 3 ° '4 a �. �. U d ° y .� Ex. Hollywood a a . a P LP Ex. Leptospermum O O Juniper ATT PG&E c TREE PROTECTION DURING CONSTRUCTION. Ex. Pyracantha N.89°05'55"w. 70.00' Ex. Sidewalk n 1 O OL PROTECTED TREES DESIGNATED FOR PRESERVATION SHALL BE PROTECTED DURING ° . a rl D DEVELOPMENT OF A PROPERTY BY COMPLIANCE WITH THE FOLLOWING, WHICH MAY a °< SL a ° �/ U BE MODIFIED BY THE PLANNING DIRECTOR: WMW ° -------------------- ----------------- ----- ° . A. PROTECTIVE FENCING SHALL BE INSTALLED NO CLOSER TO THE TRUNK THAN 0 THE DRIPLINE, AND FAR ENOUGH FROM THE TRUNK TO PROTECT THE INTEGRITY Ex. Chinese Pistach Ex. Crape Myrtle OF THE TREE. THE FENCE SHALL BE A MINIMUM OF FOUR FEET IN HEIGHT AND O SHALL BE SET SECURELY IN PLACE. THE FENCE SHALL BE OF A STURDY BUT 41 OPEN MATERIAL (I.E., CHAINLINK), TO ALLOW VISIBILITY TO THE TRUNK FOR TBM E INSPECTIONS AND SAFETY. THERE SHALL BE NO STORAGE OF ANY KIND WITHIN EL=100.00 � THE PROTECTIVE FENCING, RUMFORD DRIVE ( 601 R/W ) LO . — B. THE EXISTING GRADE LEVEL AROUND A TREE SHALL NORMALLY BE cN MAINTAINED OUT TO THE DRIPLINE OF THE TREE. ALTERNATE GRADE LEVELS MAY Q� rl— BE APPROVED BY THE PLANNING DIRECTOR. - - - - - - - - - - - - - - - - - - - - - - - - - - - -—-—-—-— �/ N C. DRAIN WELLS SHALL BE INSTALLED WHENEVER IMPERVIOUS SURFACES WILL BE PLACED OVER THE ROOT SYSTEM OF A TREE (THE ROOT SYSTEM GENERALLY EXTENDS TO THE OUTERMOST EDGES OF THE BRANCHES). D. TREES THAT HAVE BEEN DAMAGED BY CONSTRUCTION SHALL BE REPAIRED IN ACCORDANCE WITH ACCEPTED ARBORICULTURE METHODS. "I have complied with the criteria of the Water Efficent Landscape Ordinance and applied them for E. NO SIGNS, WIRES, OR ANY OTHER OBJECT SHALL BE ATTACHED TO THE the efficient use of water in the landscape design plan" • II II TREE. (ter (pis P I a n 1 = 1 _0 tin Date 12/17/21 F. PLEASE SEE ADDITIONAL TREE PROTECTION 11.08 OF MUNICIPAL CODE IF Gregory Lewis - Landscape Architect Lic. #2176 3/29/22 NEC 0' 8' 1 6' Scale As Noted Drawn Greg Job Sheet L I of 6 Revision Communi y Development Department WATER EFFICIENT LANDSCAPE CHECKLIST - IRRIGATION Irrigation Legend 3/29/22 Planning Division - Cupertino KEY MANUF. MANUF. # DESCRIPTION Floor Plan, rear patio CuFLRTINO APPROVED Shed removed 1 THE AUTOMATIC IRRIGATION CONTROLLER USES EVAPOTRANSPIRATION DATA Case # R-2021-048, AND UTILIZES A RAIN SENSOR [C] Rachio Existing WiFi controller that receives current weather information 38" Ex. Pine and changes valve run times based on current weather 9°05'55"W. 70.00' Approval Body: Director/ Staff 2 THE IRRIGATION CONTROLLER DOES NOT LOSE PROGRAMMING DATA IN THE Installed in garage - - - ® p P9 - - - Approval Date 05/27/22 EVENT THE PRIMARY POWER SOURCE IS INTERRUPTED Existing 1" remote control globe valve in valve box with X O Signature Bria�ne Harkousha pressure regulator, and adaptor to drip tubing pg o Case Manager 3 PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO Existing 1" remote control globe valve in valve box ENSURE THE DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S for sprinklers p pg RECOMMENDED PRESSURE RANGE A d' L4 3/4" manual brass ball valves a Ex. 4 MANUAL SHUT-OFF VALVES ARE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT ,� . rr Spa a OF CONNECTION OF THE WATER SUPPLY L4 0 Febco 825YA 3/4" Reduced pressure backflow preventer pg aLAMP ao ° a ° � Ex. Cbonc.. � replaces existing pressure type backflow preventer ° . . . a ° U 5 ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI a Ex. Conc. do pg w 15 Toro 0-15 15 Precision Series Nozzle on Hunter 6 pop up 30 psi ° a. a °: ( CD — STANDARD, ASABE/ICC 802-2014 "LANDSCAPE IRRIGATION SPRINKLER AND F 4v c a ° a — co o, L4 pressure compensating body a a _ EMITTER STANDARD''. ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST p9 c ° U 1st Stor a _ a a � DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER 12 Toro 0-12 12' Precision Series Nozzle on Hunter 6" pop up 30 psi a a. . Imov Ex, o Q21 USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 3/4" 4 pressure compensating body ° a ° ° � / " shed B Nonpressure line - Sch 40 PVC 3/4" unless noted for larger Ex. Cone. Q 5 6 IRRIGATION SUBMETERS ARE REQUIRED FOR RESIDENTIAL PROJECTS WITH MORE L4 ° 4 d0 U LO THAN 5000 SQ.FT. OF LANDSCAPE AREA - THEY ARE NOT REQUIRED ON THIS size - 12" of cover a lun lirdes. Q at bese of fence PROJECT WITH LESS THAN 5000 SQ.FT. Pressure line - Sch 40 PVC : 3/4" unless noted for ° pc ° a Q .a Q N L smaller size - 18" of cover- pressure line already exists ° J 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. PL LINES UNDER PAVING - 24" deep with sand backfill a ° a 8 SEE SHEET L3 AND L4 FOR DETAILS AND SPECIFICATIONS —•' 1" Sch 40 PVC pressure line in 1-1/2 " sleeve J _ WI 1-1/4 " gray elec PVC sleeve c HYD 1 4 35 P• c 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 5 GPM AT MINIMUM 55 •• p 0.8 dri NP 0 IM P.S.I. AT THE POINT OF CONNECTION UPSTREAM FROM THE BACKFLOW ,• NP• _••� " Sch 40 PVC nonpressure line in 1-1/4 " sleeve °. Existing remote control valves a° U co PREVENTER. IF THIS CONDITION IS NOT MET CONTACT THE LANDSCAPE PC ARCHITECT FOR POSSIBLE REDESIGN. (YOU CAN ADD SOME VALVES TO REDUCE .. HYD 2 3 35 1 (D 1 .5 drip Ex: THE FLOW THRU THE VALVES WITH MORE FLOW). THERE IS 65 STATIC PSI IN THIS D E 3/4" PE drip tubing with compression fittings - see drip notes Q pc Caon IJ; AREA. IF PRESSURE EXCEEDS 75 PSI AT POINT OF CONNECTION INSTALL A L4 L4 .. WILKINS 600 3/4'' PRESSURE REGULATOR It might be necessary to use 1" PE drip line for low water use o 0 0 plants on valve in rear yard that extend all the way to z o 10 THE ROUTING OF SPRINKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT front yard 3 Q c °a co z VALVES TOO CLOSE TO TREES. STAY 8 TO 10 AWAY IF POSSIBLE. DO NOT PUT w � a PRESSURE LINES UNDER TREES. INSTALL LINE IN PLANTING AREAS INSTEAD OF Drip Irrigation on trees ° UNDER PAVING WHENEVER POSSIBLE. 3/4" PE drip tubing with compression fittings - see drip notes pc' ° 1 35 1 st Story a 1.0 dri 11 POINT OF CONNECTION WILL TYPICALLY BE JUST BEFORE WATER ENTERS HOUSE. Valve ID 5 35 in. dynamic INSTALL 3/4" TEE AND A BALL VALVE AND RUN 3/4"SCH 40 PVC TO VALVE p� GPM flow 0- dri psi at valve 2 35 ° LOCATIONS. KEEP ANTISIPHON VALVES IN INCONSPICUOUS PLACES, INSTALLED a Ex. HYD 1_Hydrozone 4.3 dri 6"TO 12" ABOVE HIGHEST SPRINKLER OR DRIP EMITTER ON THE CIRCUIT. KEEP Conc. Addition HYD 3 D VALVES OUT OF PATHS. d No. 2176 y Existing remote control valves � &� Lewis 12 MAKE PROVISIONS TO ADD AN EXTRA CONTROL WIRE TO THE LOCATIONS OFLO ° 3e2/ 22 THE VALVES WITH LARGE GPM FLOWS SO THAT EXTRA VALVES CAN BE ADDED IF o P N �qT -�- THERE ISN'T ENOUGH WATER VOLUME AVAILABLE AT THE NECESSARY PRESSURE z Replace existing pressure type •• FOF CA�� 9 GM, backflow prev. with Febco a 13 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HAVE 3/4" 825YA reduced pressure A LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE EM backflow preventer Ev. CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF Ex. A NO Conc. 0 INSTALLATION. THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN C3� Conc ° ° Existing Controller a ° IRRIGATION SCHEDULE FOR NEW PLANTINGS AND MATURE PLANTINGS AND A ° LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. ° READ A COPY OF THE CUPERTINO WELO COMPLIANCE CERTIFICATE AND WATER ° Ex. Conc. ° EFFICIENT LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT a Driveway a 12 a. ° - - - - - - - - - - — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - — — — — — - - - - - - - - - a o a ° 15 Drip Irrigation Notes a U a ° 1 ) SECURE LARGER 3/4'' DRIP TUBING 1" BELOW GRADE WITH 7" OR 11'' a ° a 0 0 U-SHAPED STAKES 3 FEET ON CENTER OR CLOSER SO THAT THE TUBING CAN BE ATT OPG&E a a °. 12 FOUND EASILY BUT DOES NOT SHOW IF THE MULCH GETS BRUSHED AWAY. COVER TUBING WITH SOIL AND MULCH AND INSTALL MANUAL FLUSH VALVES ZN.89°05'55"W. 70.00' Ex. Sidewalk OL n 1 0 AT ENDS OF TUBING AND MARK THEM SO THEY CAN BE FOUND EASILY. 2) RUN LARGE TUBING OVER AND NEXT TOROOTBALL OF PLANTS TO as °4 SL a ° U MINIMIZE LENGTH OF SMALLER 1 /4 TUBING. SECURE EMITTERS ON 3/4 TUBING _ AT PLANT ROOT BALLS. WHEN NECESSARY RUN SHORT LENGTHS OF 1 /4" TUBING FROM EMITTERS TO PLANT ROOT BALLS. INSTALL STAKES ON 1/4" TUBING AT 12'' ON CENTER AND COVER TUBING WITH 1" OF SOIL PLUS MULCH. 3) AS THE PLANT AND PLANT ROOTBALL INCREASE IN SIZE, THE LOCATIONS OF 40 THE EMITTERS MAY NEED TO BE ADJUSTED SO THEY ARE EVENLY SPACED OVER n 1 THE ROOTBALL. EBLM 100.00 W 4) INSTALL PRESSURE COMPENSATING EMITTERS (WITH MINIMAL DIFFERENCE IN �FLOW BETWEEN 10 PSI AND 40 PSI) AT EACH PLANT ON ROOT BALL (NOT RIGHT RUMF0RD DRIVE ( 601R/W ) • - LO AT STEM). USE AGRIFIM PC PLUS (PRESSURE COMPENSATING EMITTERS). USE n�1 cN THE ONES THAT 1/4 TUBING CAN BE CONNECTED TO. OTHER EMITTERS MAY rl HAVE A HIGHER DISCHARGE RATE AT STARTUP REQUIRING LARGER PIPE SIZES. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -— N EMITTER SCHEDULE: TWO 1 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) THREE 1 GPH EMITTERS AT MEDIUM SHRUBS LP FOUR 1 GPH EMITTERS AT LARGE SHRUBS PG, pc,pg WITH SHRUBS THAT HAVE MULTIPLE EMITTERS, PUT SOME OVER ROOT BALL (NOT RIGHT ON STEM) AND SOME OUT UNDER FUTURE CANOPY. SPACE EMITTERS EVENLY IN 1 /S"_ 1 .0" ROOT ZONE AREA. "I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for Irrigat*ion Date 12/17/21 FOR TREES INSTALL FIVE 1 GPH EMITTERS ON AND AT EDGE OF ROOTBALL AND the efficient use of water in the irrigation design plan" oI 8, 1 6, AS Noted AN ADDITIONAL fifteen 1 GPH EMITTERS AT 2 FOOT GRID UNDER FUTURE C�r�Lewis I Scale CANOPY Gregory Lewis - Landscape Architect Lic. #2176 3/29/22 Drawn Greg Job Sheet L2 of 6 Revision Communi y Development Department 3/29/22 Planning Division - Cupertino Floor Plan, rear patio 'CUPERTINQ APPROVED Shed removed Case # R-2021-048, 369 HYD 2 38" Ex. Pine 9°05'55"W. 70.00' Approva I Body: Cirector/ Staff O gib g Approva I Date 05/27/22 Signature Bria ine Harkousha Case Manager P C o P9 Ex. co a N Spa pg aLAMP ao ° a ° w X. Cbonc.. °.a Ex. Conc. do ° . a P9 W CD da ° .a d a 4 ev: CD Pg 1'St Stork . v a a 4a v• f ernov�-& Ex. o Q co ° shed N w a. a a. . Ex. Conc. Q o A. c :o a C o ° U Z PC v a Q .c Q J Ni ° c C CL a v d U) o LV T ° Hydrozone Summary PC oFa- HYDROZONE - DESCRIPTION GPM SQ.FT. % OF TOTAL ° v.p� av w M VALVES o 43 HYD 2 d ° Ex: a HYD 1 - 1 ,4 DRIP, LOW WATER SHRUBS 1 .8 1626 69.0% pc Caon w v 3 � 0 77 HYD 2 - 3 DRIP, MED WATER SHRUBS 1 .5 412 17.5% Q ° 32 C o 0 HYD 3 - 2 SPRAY, HIGH WATER LAWN 4.3 302 12.5% w z ° � c Y W Y PC v LLL HYD 4 - 5 DRIP, LOW WATER TREE 0.4 25 1 .0% 1st Story a LLLLL TOTALS 2365 100.0% 282 HYD 1 a Ex. AREAS ARE CALCULATED USING AUTOCAD SOFTWARE Conc. Addition 76 rr Da 25 HYD 4pis L 4/30/2024 v 120 HYD 1 3 2 22 LP t GM Q z ° 791 HYD 9TFOF'cA�� a 9 a M Ek. Paving In Front and Setback i � Ex. 20' frontyardsetback Co nc. LL-L-L 17 IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK 28 sf. ° 38 sf fysb CANNOT EXCEED 40% �ysb ° : a 75$ y : W W W W W W sf f sb W W W W W W front property line is more than 60 feet � . 30� HYD 3� p p Y � Ex. Conc. TOTAL AREA IN FRONT YARD SETBACK = 20X70=1400 sq.ft. ° d Dri°vewpy — — — — — — — — — — - - - — — — — — — � —� � -- - —� — - - - - - - - - - — — — — 355 SQ a°. 'k -k — — — •Y W •Y W •Y TOTAL IMPERVIOUS PAVING A fyss Driveway = 355 sf a W W W O Driveway = 38 sf ATT c 4 0 Walk left = 28sf - - - - - - - - - - - - - - - - Front Walk = 58 sf N.89°05'55"W. 70.00' Q� Ex. Sidewalk Q- Total = 479 sf= 479/1400 = 34.2% of TOTAL AREA ° a 0 wM s� ° U ------------- ----------------- ----- ° ❑ W -------------- ------------------ ------ Areas were measured using autocad software 0 O EBLM 100.00 �✓ RUMFORD DRIVE ( 601 R/W ) • - LO � � 014 1 /8 1"= 1 -0" rozone 1 Dote 12/17/21 01 8' 1 LU Scale As Noted • vious Drawn Greg Area Job Sheet • in of Revision Communi y Development Department 3/29/22 Planning Division — Cupertino Use bolt on lid Floor Plan, rear patio N4 Mark lid with "Irrig. Gate Valve" Use bolt on lid Mulch 3"deep) pulled 2 inches away from stems Shed removed CCase APPROVED Gate valve or water meter Mark lid with "Drip Flush Valve" Temporary Case # R-2021-048, same size as pressure line Flush Valve 4"high berm for water basin at edge of root ball Approval Body: irector/ StafF PVC Male Adapter Slow release Agriform plant tablets MI t X SII <1111 1 gal plant-2 tablets per plant Approva I Date 05/27/22 I I L p p II III — 5 gal plant-3 tablets per plant Signature Bria ne Harkousha Sch 40 PVC pressure line M 15 gal plant-b tablets per plant Z� Case Manager Backfill-native soil . . . . . . . . . . . . . . Native soil dug out 2 times depth of container CD I I I I PE drip tubing buried 1" deep I Plant pit at least 3 times diameter of container — III � IIII_ Run next to rootball of each plant = — p � � � 1) 8- 12 hours before installation,water all plants while still in containers sufficiently � Bricks under valve See drip irrig. notes to thoroughly wet root balls 3" deep gravel box corners Space emitters evenly around plant 6" deep gravel 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 o 2" clearance on top of and at edge of root ball U such that when the plant is installed and settled it will be slightly above grade of existing W Use as little 1/4 o tubing as possible soil. Fill hole with water. 9 Manual Gate Valve A 4) Remove rootball carefully from container by tapping out,not pulling out by the stem. = M NO Scale Drip Emitter and Flush Valve Scarify rootball walls in 3 vertical cuts and bottom to 1/2"deep,or by cutting roots of U co --(::D 1/2"or larger with shears. Do not pull roots apart. 00 No Scale 5) Install fertilizer packets under rootball of plant. Set rootball on prepared surface and W LO c fill hole to 1/2 the depth,tamping soil around rootball. Fill hole with water. 0- 0 LO Mulch 6) Fill the remainder of the hole with Backfill and pack it but do not tamp rootball. Q Q 0 7) Make the water basin. U C) � Lateral - nonpressure line 8) Water shrub thoroughly within 1 hour of planting by filling the basin and allowing the Q 12 cover water to percolate in,doing this 3 times or more until root ball and Backfill is wet z �j Q 9) Install mulch J 12" Main - pressure line - 18" cover 3/4" Drip Tubing next 1811 p to rootball of each plant Shrub PlantingU) OF direct burial wire 24 V - toe - Emitters and bundle wire every 10 feet __0 IIII .: IIII 2 emitter No Scale J _ Use 6" deep sand bedding and 6" plant 0- IIII deep sand backfill in rocky soils short 1/4" tubing O ti Snake lines in all trenches 4 emitter (D • plant W Vehicle paving 1 emitter U All lines to have min. 24" cover plant 24" IIII under vehicle paving with 6" When plants are installed on a ArborTie nailed to stake ................... .............7. compacted sand bedding and slope locate most of emitters 2"dia.Lodge Pole or equivalent- 18" compacted sand backfill on the up slope side of the plant in solid ground placed outside rootball A:�:�� Provide minimum 3" clearance and plumb 6" between lines FOLLOW DRIP IRRIG. NOTES ArborTie nailed to stake .. .. IIII IIII Drip Emitter Placement at Shrubs/ E Mulch (Y deep) pulled 3 inches away No Scale Ground Covers from trunk Top of rootball to be 2 inches above Trenches/Lines p surrounding soil level NO Scale D Temporary 4"high berm for water basin at edge of root ball �NDSCgpF ?� No 2'6 y✓� (rP,W is gnaturo A riform Plant Tablets 21 ram 4i3o 12`0& Include freeze blanket g g Reewa oar e Approved reduced pressure backflow preventor with ball SPRAY SPRINKLERS MUST BE LOCATED AT LEAST 2 FEET FROM NONPERVIOUS PAVING = Backfill-native soil u^T 3 2 valves - Location and method of installation to be a roved — — Plant pit to be 3 times wider than the plant qT � by water company and/or health dept. prior to installation - See plan for distance from paving and building III II container-it's not shown to scale on dwg F�F CA�-�� Install wire enclosure if required by water company and Top of head flush with grade = — protect from damage due to freezing weather — - - -- - - -- - --I Ball valves I Galy. fittings and nipples or use l other material such as brass or I I I I IIII IIII— I I I II I— copper if required by water I I company 1) 8-12 hours before installation,water all plants while still in containers sufficiently to Unions I Sch 80 nipple thoroughly wet root balls I 12" min Wrap all metal pipe below PVC tee or ell on 2) Dig hole at least 2"less deep than the container and 3 times wider than the grade with 10 mil scotchwrap tape Hunter 12" swing joi-r� lateral line diameter of the container the plants were delivered in. height 3) Gouge holes in the side of the plant pit-2 holes per sq.ft.of wall surface to allow heht Of sprinkler to ig adjusted 4) Remove rootball carefully from container with support from below. Sever any circling Main line - PVC male adaptor and to protect lateral line roots (3/16"dia.or greater)with sharp knife. Do not pull roots apart. The severing of large Q TU- roots will encourage new roots at the cuts. Install enough backfill under root ball so top of —I I — I •:.d from metal to PVC pipe U rootball ends up 2"above grade of surrounding soil when it settles. Install some of fertilizer Conc. thrust blocks typ. packets under root ball. 5) Fill around rootball with backfill mix to 1/2 its height and pack soil as you fill with shovel Conc. slab as required by water company Pop-Up Sprinkler handle or feet being careful not to disturb root ball r , b) Put Agriform Plant Tablet fertilizer at this level adjacent to rootball and at bottom of hole �•/ When necessary, due to high water pressure, install pressure F NO Scale (5 tablets per 15 gal.or 5 tablets per 1 inch of caliper width. Fill the remainder of the hole regulator downstream from backflow prevent unless noted for with backfill and pack it. other location on plans 7) Water tree thoroughly by filling the basin and allowing the water to percolate in,doing Reduced Pressure this 3 times or more until root ball and backfill is wet C8) Install stakes such that the stakes and the tree ties won't damage the tree and the U Backflow Preventor 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 No Scale lean in to each other n l Q W Tree Planting No Scale 0 E n1 � W lid Z 1_0 N Date 12/17/21 Scale As Noted Drawn Greg Job SheetDeta *11s cf 6 Revision Communil y Development PH-AAtmiUNbITIONS - SOIL PREPARATION, PLANTING, AND IRRIGATION PART 2 - PRODUCTS 3/29/22 C. Contaminated Soil - Do not perform any soil preparation work in areas where Planning Division - Cupertino 3.6 TESTING 1.4 GUARANTEE Floor Plan, rear patio 1.1 QUALITY ASSURANCE: soil is contaminated with cement, plaster, paint or other construction debris. Shed removed CUPeRTIN4 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-2021-048 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 05/27/22 asphalt paving. Use Sch 40 PVC for lateral lines in planting areas unless stronger P P the plans and specifications and to notify the Architect of any discrepancy prior P.S.1. If available static water pressure is under 100 P.S.I., provide suitable reasonable measures for protection of the plants. necessary, to bring soil to an optimum moisture content for tilling and planting. Signature Bria�ne Harkousha pipe is specified in the irrigation legend. For joining, use a solvent complying P P P +^ ^�^'^�'�^ products or commencing with the work. um for tests. Fill pipelines slow) to avoid pipe damage, and bleed all air from Case Manager with ASTM D2466 and recommended by the manufacturer of the approved pipe. Pipe is pump P�P Y P�P 9 3.2 ROUGH GRADING AND TOPSOIL PLACEMENT C. Check and verify dimensions, reporting any variations to the Architect before to be continuously and permanently marked with the manufacturer's name, pipe size, lines as they are being filled. After closing valve at water source, mains shall 1.5 PRODUCT HANDLING A. Request a review by the Owner's Representative to verify specified limits and proceeding with the work. schedule number, type of material, and code number. hold 100 P.S.I. gauge pressure for two hours with no leaks. Laterals are expected A. Protect plants before and during installation, maintaining them in a healthy grades of work completed to date before starting soil preparation work. Place B. Galvanized steel pipe is to comply with ASTM A120 or ASTM A53, galvanized, to have minor seepage at multiple swing joint assemblies. Major leaks are not condition. Application(s) of anti-dessicant may be required to minimize damage. topsoil as required to obtain an 12" minimum depth of topsoil or as noted otherwise co 1.2 CONTRACTOR COORDINATION Schedule 40, threaded, coupled, and hot-di galvanized. Use 150 lb. rated acceptable. Laterals shall be tested for one hour at 65 P.S.I. solely to reveal The Contractor is responsible for vandalism, theft, or damage to plant material N P P 9 on the Plans. (Topsoil may already exist in the planting areas). Integrate � A. It is the responsibility of the Landscape Contractor to familiarize himself galvanized malleable iron, banded pattern fittings. Wrap all galvanized pipe below any piping or assembly flaws. The laterals are not expected to hold gauge until commencement of the maintenance period. topsoil layer into subsoil or existing compacted topsoil layer b ripping. P Y 9 P P Y Y PP g• with all grade differences, location of walls, retaining walls, etc., and to grade with 2" wide, 10 mil. plastic wrapping toe 50 Scotch wrap or equal). pressure. For testing laterals, cap risers or turn adjusting screws on nozzles to 9 9 9 P PP 9 P (# PComplete rough grading as necessary to round top and toe of all slopes, providing � coordinate work with the General Contractor. C. Drip tubing is to be as noted on plans. Use compression fittings. the "off" position, as appropriate. Repair any flaws discovered in mains or 1.6 REVIEWS naturalized contouringto integrate newt graded area with the existing topography. 9 Y9 9 U laterals, then retest in same fashion as outlined in presence of the Landscape A. Request the following reviews by the Owner's Representative at least three (3) Verify that rough grading is completed in accordance with civil engineering LLl 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 = � 1.3 DIMENSIONS AND SCALE A. Use t e OF direct burial wire minimum size 14, copper, U.L. approved for and personnel. test (3) Verification of incorporation depths (4) Finish grade (5) Plant M YP # PP PP of subgrade material (sometimes left from building or paving pad compaction) that U o A. Dimensions are to take precedence over scale at all times. Large scale details irrigation control use for runs of 1000 feet or less. For longer runs consult with material quality approval (6) Plant material layout (7) Plant pit sizes (prior will not allow water in planting areas to percolate through, causing a boggy, over LO are to take precedence over those at small scale. Dimensions shown on plans shall 3.7 SYSTEM ADJUSTMENT to planting lants 8 Preliminary inspection 9 Final inspection 5 day Q co Landscape Architect. Use 3M DBY Direct Bury Wire Splice Kits or dry splice type P 9 plants) ( ) Y P ( ) P ( y saturated soil condition. You may have to use a backhoe or rotohammers to break up --� � be adhered to insofar as it is possible, and no deviation from such dimensions A. The entire sprinkler system shall be properly ad justed before final acceptance. advance notice required) LLI wire connectors at splices. No underground splices will be allowed without a P Y P P Y J P q ) and turn soil to a minimum depth of 12". If proposed planters are in areas of M co shall be made except with the consent of the Architect. The Contractor shall slice box. Adjustments shall include but not necessarily be limited to: (1) Adjustment of o P existing paving or baserock, remove at least 12" of material and bring in top soil Q U-) verify all dimensions at the site and shall be solely responsible for some or arc and distance control devices on sprinklers, including changing nozzle sizes if PART 2 - PRODUCTS U (.0 °' up to grade required by grading plan. Rough grading in planting areas is to be co o -0 deviations from same. 2.3 OTHER MATERIALS necessary to assure proper coverage of planted areas. (2) Relocation or addition M 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 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 CZ top 6" to 8" of soil until they are thoroughly mixed in. Hand work areas u: v7 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. >_ co 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 ti 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. 9 P P Y 9 Contractor of a less expensive substitution shall be credited to the Owner's b. Sodium: Sodium Adsorption Ration (SAR) Less than 9.0 unless otherwise noted on Plans. All finish grades (top of mulch) are 1" below distribution lines. 4. Twenty-four (24) inches, minimum cover, with 6" sand c. Boron: Saturation Extract Concentration Less than 1.0 PPM finish grade of walks, pavements, curbs, and valve boxes unless otherwise noted. bedding and 6" sand cover for any pipe or wire sleeve under A.C. paving. SOIL PREPARATION AND PLANTING d. Reaction: pH of Saturated Paste: 5.5 - 7.5 C. Under existing paving, piping may be installed by jacking, boring, or hydraulic e. Lime: less than at by weight 3.5 MULCHING 1.8 ERRORS AND OMISSIONS driving except that no hydraulic driving will be permitted under asphalt concrete PART 1 - GENERAL 9 P Y 9 P P A. Recultivate soils compacted by planting or other operations and smooth the A. The Contractor shall not take advantage of any unintentional error or omission pavement most pipes and sleeves under A.C. paving are to be installed prior to 4. PESTS: P ( P P P 9 P soil areas prior to applying mulch. Mulch all planting areas to a depth as noted �pNDSCAPF in the drawings or specifications. He will be expected to furnish all necessary 1.1 DESCRIPTION a. The population of any single species of plant pathogenic nematode: fewer than installation of the paving). Where cutting or breaking of existing pavement is on plans. This depth should be as per the plans even after being settled and c,� materials and labor that are necessary to make a complete job to the true intent A. The work includes, but is not necessarily limited to, the furnishing of all 500 per pint of soil. � no 1'6 y�necessary, secure permission from the Architect before cutting or breaking the y g stepped on 30 days after installation. Water lightly to settle mulch. Do not and meaning of these specifications. Should there be discrepancies in the drawings pavement, and then make necessary repairs and replacements to the approval of the materials, equipment, and labor required to do the installation and complete 5. ORGANIC MATTER or specifications, the contractor shall 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. e Architect to some and shall receive the complete instructions in writing. Soil is to have less than 30% organic matter at 0 to 18 inches in depth 3 2 2 Q Organic matter to be less than 1" did. Do not use mushroom compost. Pat 3.3 INSTALLATION OF PIPE 3.6 WEED CONTROL �T 1.9 INSPECTIONS/REVIEWS DEFINITION 1.2 QUALITY ASSURANCE No noxious weeds are allowed. OF - A. Handling and assembly of pipe, fittings, and accessories shall be by skilled A. The Contractor is responsible for pre-emergent weed control. Follow the CA A. Inspection or observation as used in these specifications means visual A. Plant Identification and Quality 6. FERTILITY CONSIDERATIONS: tradesmen using methods and tools approved by the manufacturers of the pipe and manufacturer's directions. The Contractor is responsible for the replacement of observation of materials, f t Pl equipment, or construction work on an intermittent basis . Plants are to be true to name, with one o each bundle or lot tagged with the a. Soil is to contain sufficient quantities of available nitrogen, phosphorous, equipment and exercising care to prevent damage to the materials or equipment. 1 any plants (other than weeds) that are hurt or killed due to the misuse of weed to determine that the work is in substantial conformance with the contract name of the plants in accordance with standards of practice of the American potassium, calcium, and magnesium to support normal plant growth. In the event of documents and the design intent. Such inspection or observation does not B. Metal pipe threads shall be sound, clean cut, and cored to full inside Association of Nurserymen. In all cases, botanical names take precedence over control products or use of the wrong product. Clay soils can increase the affect g p Y P nutrient inadequacies, provisions shall be made to add required materials to diameter. Threaded joints shall be made up with the best quality pure joint of certain pre-emergents. Adjust the application rate accordingly. Some owners constitute acceptance of the work nor shall it be construed to relieve the common names. overcome inadequacies prior to planting. contractor in any way from his responsibility for the means and methods of compound carefully and smoothly placed on the male threads only 2. Plants shall be vigorous, of normal growth habit, free of diseases, insects, 7. COMPACTION may prefer hand weeding to chemical weed control although it is usually more construction or for safety on the construction site. Inspection or observation throughout the system. eggs, larvae, excessive abrasions, sun scalds, or other objectionable a. Compact the soil enough so it doesn't settle more when walked on and not expensive. C. On plastic threaded connections use the sealer recommended by the manufacturer will be done by the Landscape Architect only if requested by the owner in writing. disfigurements, and shall conform to the standards as outlined by the California significantly over time where the flow of drainage will be affected or soil needs to be of the plastic valve or fitting. Do not use paste sealer products on plastic 3.7 MAINTENANCE This service will require a written contract for additional fees. Association of Nurserymen. Tree trunks shall be sturdy and well "hardened off". added. Don't over compact or work soil when it has too much moisture. valves. Tighten plastic threaded connections with light wrench pressure only. All plants shall have normal well developed branch system, and vigorous, fibrous Dig bottom layer of import soil into existing soil. Compact in 6 inch lifts. A. Maintenance shall begin immediately after each plant is installed. D. Connections and controls shall be functionally as shown on the drawings, but B. Maintenance will include: root systems which are not root bound. Ground cover plants (rooted cuttings) shall 2.4 ORGANIC SOIL AMENDMENT physically shall be the most direct and convenient method while imposing the least 1. Continuous operations of watering, weeding, cultivating, fertilizing, hydraulic friction. Install lines in planting areas whenever possible. have well developed root systems and be kept moist prior to and during A. Redwood sawdust, 0-1/4" in diameter, that is nitrogen stabilized by the ( , spraying, insect, pest, fungus, and rodent control, and any other operations to v LANDSCAPE IRRIGATION installation. Plants shall be nursery grown and of size indicated on Drawings. supplier, and contains a wetting agent. Also see note on planting plan E. Thread male PVC connections into metal female connections rather than the assure good normal growth. All plants not conforming to those requirements will be considered defective, O 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, A. See Planting Plan herein specified, furnish and apply any additional fertilizers necessary to expense. ' V 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 otherwise as necessary to prevent the entry of foreign materials. Bending of maintenance period. dried, or pest infested sod shall be rejected. Sod is to be cleanly mowed within A. See Planting Plan and Details. galvanized steel pipe will not be permitted. Install plastic pipe with the 3. Weeding, Cultivating and Clean Up: Planting areas shall be kept neat and free A. The work includes but is not necessarily limited to the furnishing of all 72 hours of delivery to the site. Sod is to be delivered to the site within 24 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 n l q p g ys 9 Y 9 2.7 BACKFILL FOR PLANT PITS �J pipe in the trenches so that there will be a small amount of excess length in the intervals. V shall not be stored on the site overnight. Any sod delivered to the site that A. For native soils with 50% or more clay content - 75% topsoil and 25% organic line to compensate for contraction and expansion of the pipe. 4. Insect, Pest and Disease Control: Insects and diseases shall be controlled by 1.2 GUARANTEE. The entire sprinkler system shall be guaranteed by the Contractor cannot be installed the same day shall be removed and not used on the site. amendment thoroughly mixed and incorporated together with no topsoil clods larger in writingto 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 grown in the use of approved insecticides and fungicides. Moles, gophers, and other i p p P 9 9 than 1/2" diameter. In heavy clay soils or other soils with large clods this will ' ^ Q 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 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 O 3.4 INSTALLATION OF EQUIPMENT soils and imported soils to be used for the top 12" or more of landscape area. repaired at no additional expense to the Owner. 1.3 REVIEWS Tests are to be done by a reputable soils lab (i.e., Perry Lab, Watsonville or 2.8 FERTILIZER A. Flush lines clean prior to installation of valves, sprinkler heads, or hose 6. Replacements: Immediately replace any plant materials that die or are of system (2) Depth of lines prior to backfilling (3) Coverage adjustment of all personnel. Soil samples are to be tested for: A. Request the following reviews prior to progressing with the work: (1) Layout Santa Clara Soil and Plant Lab). Samples to be tested are to be collected by lab A. Fertilizer needs and amounts will be based on the results of the soil test bibs. Install valves, sprinkler heads, controllers, backflow preventors, hose damaged. Replacements shall be made to the Specifications as required for 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 W LO 2. Agricultural suitability including any excess problems; i.e., salinity 3.5 ELECTRICAL WORK irrigation, the soil surrounding the plant pits can be moist while the 1.4 WATER PRESSURE (calcium, magnesium), boron, sodium, pH level. � M A. The line voltage work shall consist of connecting the controller to the nearest 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. N opportunity, re ortin 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 reporting / P P 4. Chemicals and/or poisons that would hinder plant growth. The owner is to plugged into outlets. The low voltage work shall include all necessary wiring from and Owner. surrounding soil. Architect. Contractor is responsible for cost of installation of pressure regulator decide if tests for poisons will be done since there is a small chance that any if pressure exceeds 80 psi. the controller to the automatic sprinkler valves, installed in accordance with the P P exist and the cost of testing for them is expensive and difficult. manufacturer's recommendations. A loop of extra wire, a minimum of eighteen (18) 2.10 OTHER MATERIALS 3.8 PRELIMINARY INSPECTION An interpretation of the test results and their affect on plant performance done by 1.5 UTILITIES inches long shall be provided at each automatic valve. Appropriate expansion loops A. Provide other materials, not specifically described but required for a complete A. As soon as all the planting is installed, the Contractor will request the he lab staff or an approved horticultural consultant should be included in the t shall be provided throughout the system to assure that no wiring will be under and proper installation, as selected by the Contractor subject to the approval of Owner's Representative (in writing) to make a preliminary inspection. The 30 A. Verify the location of all existing utilities and services in the line of work report. The Owner is responsible for the cost of initial testing and for any stress. the Landscape Architect. calendar day maintenance period will start when the work is approved. Replacement before excavating. Take all precautionary measures necessary to avoid damaging additional chemicals and amendments that are required that are not already included B. All splices and connections on the 24 volt system shall be made using 3M DBY and/or repairs may be required for approval. The Contractor is to notify the Direct Bury Splice Kits, Rain Bird Pentite connector, or equal. in the Specifications or Drawings. Soils tests must be done as soon as possible Owner and the Owner's Representative in writing when the 30 day maintenance period and prior to ordering or installing soil amendments or plant materials. Plant PART 3 - EXECUTION 1.6 ELECTRICAL CONNECTION C. Wiring, wherever possible, shall be placed in the same trench with, and begins. alongside of, the irrigation main water line. Tape and bundle wire every ten feet. selections and soil amendment specifications are subject to change depending on the A. Verify existence of 110 Volt 20 Amp. circuit for irrigation controller (by .results of the soil tests 3.1 SURFACE CONDITIONS All wiring placed under paving shall be put in adequately sized Sch 40 PVC pipe 3.9 FINAL INSPECTION others) at location noted on plan for installation of controller. 5. If bidding is done prior to soil fertility tests, bid 6 cu yds. of nitrolized A. Examine the areas and conditions under which the work of this Section will be sleeves prior to paving operations. A. At least 5 days prior to the anticipated end of the maintenance period, the RWD sawdust and 16 lbs. of 12-12-12 fertilizer per 1000 sq.ft. tilled or dug into performed. Correct conditions detrimental to timely and proper completion of the D. Wire for 24 volt control lines shall be size #14 OF direct burial irrigation Contractor shall submit a written request for final inspection. The planting the top 6" to 8" of soil in all planting areas for bidding purposes only. Revise work. Do not proceed until unsatisfactory conditions are corrected. wire. Unless noted differently on the plan, common grounds shall be white, size areas shall be weeded, neat and clean. The work shall be accepted by the Owner Date 12/17/21 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 Landscape Spec *ificat 'ions of 10/11/21,9:40 PM Elegant Lighting LDOD4041 BK Raine 8"Tall I Build.com u W1 Q ` ° WITH FERGUSON Account Call Projects What are you shopping for? 4 Shipping to: San Francisco, CA Item # bci4167715 Elegant Lighting Raine 8" Tall Outdoor Wall Sconce - Rectangular Fixture Model:LDOD4041 BK Write a Review Was $70.00 A $59.50 15% off Exp. 11-01-2021 Free Shipping! Leaves the Warehouse in 1 to 2 business days - Shipping to 94112 Finish: Black - 149 In Stock Black 1 + Add to Cart https://www.build.com/elegant-lighting-ldod404l/sl764885?uid=4167715 1/7 10/11/21,9:40 PM Elegant Lighting LDOD4041 BK Raine 8"Tall I Build.com Save to Project O Compare Buy Now, Special Financing Available! On purchases of $500 for 6 months, or $1,000 for 12 months made with your Build.com Credit Card' Click Here for Details Customers Also Viewed Elegant Lighting Raine 12"Tall Outdoor Wall Elegant Lighting Raine 13"Tall LED Outdoor Elegant Lighting Raine 1, Sconce- Rectangular Fixture Wall Sconce Wall Sconce $85.00 $76.50 $112.20 — Overview Product Overview Features • (1) 40 watt maximum medium (E26) bulb required • Intended for outdoor use • UL rated for wet locations • Energy Star certified Dimensions https://www.build.com/elegant-lighting-ldod404l/sl764885?uid=4167715 2/7