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R-2021-023 - Approval Plan Set (Stamped) J z H w w Comm nity Development Department w b m o 0 PI Wing Division — Cupertino � _11 Qw z Y Uj CUPERTINO APPROVED 0 U HOMESTEAD RD Case # R- 021 -023 �O Application Number(s) 0 Approval B� Planning Commission m Approva I DRtp 07/07/22 9�k z +9 2so Signature zY riannekz U) arkou&hV&ager z O O W N LL- STEVENS CREEK BL VD w o: J 85 CLIFFOR q�E r7� / JOHN DR ���$b CLIFFORD DRIVE SS SS SS SS 5� -- SS 8'SS SS -- SS SS SS --- SS SS SS --- SS S +� SS �0 0^450 g`�� `cz" Q �$o� 6$ �� N BOLLINGER SITE RD a wQ 10.67'f °9$g N58°49'47"W 9gg� 0 361 .46' �0°11 �o° ° \\` Z m + +— +1 + + °° o W Q � °� �LQ o� g�9 SID SD --- SID --- SD SD G 6 O Q S 9 \ I/ SD O 12" SD \� ° - S --- SD --- SD -_ VICINITY MAP N N SD cj:�w ti1 16 ,k �9 �� �� s / N.T.S. N 7 9 g• CONC. CURB GUTTER M 9• 0 g. D o 9 A9 9� 96 9� 0� 0 9°�k1 _ S S� .E C O OU \�G+ 9 BRICK g ���5 99�j gg. 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SIDEWALK NO g 65 /SD 0 D9 O w 9 — — — — 9' S5 49 47 E 9. _ o0 00N1 g9 / _, 1 100 0 0006 y� g9 6� / o / N co SITE BENCH MARK �!` O SDMH RIM LEGEND ca 00 �Q � ro `� O 9 ¢� o 06� colvc. oo� �° 06 J ELEV.=100.49 (ASSUMED) w o 1ti goo$ +�° IN �� N° 10 99'►° / ———— PROPERTY LINE W + + ,�00• ,�00 __ ` �y o013 / �o BUILDING FOOTPRINT p\- �9 0. z 10, S Oe 35 013 1° 0=115`51,'10 TREE 0Q R=20.09 oo9°c L=40.4/'-' �o�o / 06� n FIRE HYDRANT �AT o $9 �� °1 / 4b O�� WA TER VAL VE 4D^ ❑�� WA TER METER W O U —101 o1(O �/ Q Q GFF oo�° oo�k o�� / �/ ` 0 �� JOINT POLE Z LLJ +� 00 G�00 0 0 / o o oeR/ �g / O AKI� D�Go SANITARY MANHOLE 0 O z o 1°1UL �° CONC. +�o16`L \ �� Ck �° ggbq �� O� SANITARY CLEANOUT Qo LOT 140 o � Q 6 0`� oo G J �� O IRRIGATION CONTROL VALVE Q z o TRACT NO. 2077 \� 10� �° z 30, �, / O U ° 94 MAPS 46 F-�6 CIO5 �,� ����� CONTOUR LINE ° o�•�6 p6 o LL :73° ��� ® �°1 1°� Oo S\�Q CONC. CURB & GUTTER L,L z o LOT T 13 9 S�� 5 �0 1oti 65 SAP 1 J Z 0 STEP 2 01' BRICK W L 6° o� 01. S / CA TCH BASIN Lu cr_ N °�� P TER 1 6`L o MILE 01' ATE 0� p 6W00 FENCE o 9 w WATER LINE (APPROX. LOCATION) W N a W 1 1 F 1 11 1°1 SHED SD— STORM DRAIN LINE (APPROX. LOCATION)or� N U Ln o O EXISTING BUILDING J 01�� ��°° $ / ss SANITARY SEWER LINE (APPROX. LOCATION) ww NET LOT AREA=7,303± S.F. 16g 1°1 m� + RETAINING WALL Z Q �ti G�F��� o\o 0 —x—x—x— FENCE LINE �01b9�01n 1A- rco EDGE OF PAVEMENT cr) 10160 9 k 00 0`L$ 01�0 ,, 0°�� / 1lb CONC. WALK1°1 o ��v�f 100165 S} 0 z 0 WOOD DECK 0� Z � �010b �f 01 9 �� 10 oa CO c�z Uj LU z o`L 0�09 1o�5ti 0 / > Li Y +101. Z O r`88 0AGG. CONC. BLOCKSON. c3 5' WIRE CLEARANCE EASEMENT o :� 5' PUBLIC SERVICE EASEMENT — — — — 6' OD FENCE LIJ W x / N58°49'47"W NO\11 46.89 ON p0+ 010 / V �w 1°o°c6 1° �� GRAPHIC SCALE LAND O °� n sjj,, a / P�\� / 10 0 5 10 20 40 1J � A. IZi Qfy� v�G m cn ° 0 1`L�O ( IN FEET ) N0. L7999 Qv o° 1° 1 inch = 10 ft. * EXP. 12-31-22 z z o06 fill �?q 4 � SHEET oo CO �� OF CAO Wco 30 O o c> OF 1 N w co v 01 DATE 12/4/20 N O N L OB NO. N0123 04 Community Develo meat De artment Planning Division — Cupertino CUPERTINO APPROVED Case #- R-2021 -023 Application Number(s) KC Approva Body: Planning Commission Approva Date 07/07/22 Signatur Brianne ���chan A R C H I T E C T Harkoush is -ger o 1416 SARATOGGA�vr 6522 CLIFFORD DRIVESUITE 120, SAN JOSE,CA 95129 669-244-3111 CA 95014www.kylechan.com CUPERTINO , kyLe@kylechon.com PLANNING SET NEVV 2 - STORY SINGLE FAMILY RESIDENCE 6.22.2021 PRELIM PLANNING SUBMISSION SET. Sheet Revisions: APLANNING COMMENTS 9.29.2021 WL w o � IJ w - z U o Q w �.i w w oc U oC -- - - - -.._......... ....... ... l� N w z � Nn D w L, D = zLOU PROJECT TEAM VICINITY MAP ENVIRONMENTAL NOTES ZONING INFORMATION PROJECT INFORMATION DRAWING INDEX -11--l"a West Velley Chln— QNorthpolnl HOA K_ar Permenen[e Sen[e M "=me"e ge Q OTC OWNER ARCHITECT o —9°as`"°°I Cla.Madipal°enrer_ PER CUPERTINO MUNICIPAL CODE: DUNG NGO DO Et WEN-HSIU HUNG KYLE CHAN,ARCHITECT Appleln J°"i"efOS",.. AppI,P,,kViait°roe"le,p THE USE OF COPPER METAL ROOFING,COPPER GRANULE PROJECT DESCRIPTION: 1. DEMOLISH EXISTING RESIDENCE finIe LoopQ ZONE: R1-6 PROJECT INFO 1035 LAS PALMAS DR 1416 SARATOGA AVE,#120 CONTAINING ASPHALT SHINGLES,COPPER GUTTERS AND 2. DEMOLISH EXISTING SHEDS AO.1 PROJECT INFO SANTA CLARA,CA 95051 SAN JOSE,CA 95129 _ DOWNSPOUTS,AND/OR OTHER EXTERIOR ORNAMENTAL LAND USE: (1-5 DU/AC) 3.CONSTRUCTION NEW 2-STORY SINGLE COPPER IS STRONGLY DISCOURAGED FOR ALL RESIDENTIAL (408)921-7896 PH:408-780-8030 Marina Food FAMILY RESIDENCE ©®LaeyD°9 CIVIL BUILDING PROJECTS. THE AFOREMENTIONED COPPER Mee,Freah CRISTINA9988@GMAIL.COM CELL: 669-244-3111 e Whole Food,M,,ke 9 0 r �Reata°,a°r&Bar LOT SIZE: 7,303 SF 4.CONSTRUCTION OF ATTACHED ADU AT 1 OF 1 BOUNDARY 8t TOPOGRAPHIC SURVEY •••�6GC APPLICATIONS ARE NOT PERMITTED FOR USE ON ANY THE BACK. kyle@kylechan.com �� r..al.a D. a C0pef11no MarukaiMarketo aya CALVERT D LOMA COMMERCIAL OR INDUSTRIAL BUILDINGS DUE TO THE College a TOTAL C1 CIVIL NOTES CupertinoLibrary RANCHO POTENTIAL FOR WATER POLLUTION FROM COPPER EXPOSED 1ST FLOOR AREA(R3): 2,067 SF CZ CIVIL DETAILS eaz,^=•°� RINCONADA M„w STORM WATER RUNOFF. 2ND FLOOR AREA(R3): 725 SF APN: 369-24-037 C3 CIVIL GRADING PLAN C4 CIVIL DETAILS SURVEYOR LANDSCAPE ARCHITECT MM'"'""° MITTY COVER SHEET GARAGE(U): 441 SF CONSTRUCTION TYPE: V-B C5 CIVIL EROSION PLAN GUILIANI Et KULL 1937 CONCOURSE DR. LANDSCAPE COUfSe© The HomeDepotv:as„ ^tl 5 TOTAL AREA: 3,233 SF 4880 STEVENS CREEK BLVD#100 . 9 as SAN JOSE,CA 95131 a a a— (R3+U) (SEE A0.5) C6 CIVIL DETAILS SAN DOSE,CA 95129 TEL.408.890.6289, o CANORTHAS 408-615-4000 JOAQUIN MILLER RG ADU AREA 797 SF OCCUPANCY: R-3/U C7 BLUEPRINT FOR A CLEAN BAY .k y RODD ROWALT FAX.408.886-7229 LYNBROOK Lynbrook High School© WEST SAN JOSE 2019 CBC BASED ON 2018 IBC rrowalt@ ken ineers.com CELL 408-375-3676 " COUNTRY ZONING ANALYSIS REQUIRED PROPOSED BUILDING CODES: ( ) ARCHITECTURAL g g HEEYOUNG PYEN  - MAX.LOT COVERAGE 45%+5% 43.3% 3,131 SF 2019 CRC(BASED ON 2018 IRC) BROOKVAL n RAINBOW o o ( ) 2019 CEC(BASED ON 2017 NEC) A0.5 SITE PLANS HEEYOUNG@ENV2INC.COM °"ANTE SA RA TOGA CREEK F.A.R.(MAIN HOUSE) 45/0 44.3%(3,233 SF) A1.1 DEMOLITION SITE PLAN ELECTRONIC PLAN REVIEW a< F.A.R.(MAIN HOUSE+ADU) 55.2 /o(4,030 SF) 2019 CMC(BASED ON 2018 UMC) A2.1 FIRST FLOOR PROPOSED PLAN 2019 CPC(BASED ON 2018 UPC) A2.2 PROPOSED SECOND FLOOR PLAN/ROOF PLAN TITLE-24 ENERGY CONSULTANT GENERAL CONTRACTOR Fran,—Old., 7i 2019 CALIFORNIA ENERGY CODE PfPSe've A3.1 PROPOSED ELEVATIONS CARSTAIRS ENERGY CALCULATIONS T.B.D. BLUE HILLS GOLDEN SARA^06A SEE A05 FOR FLOOR AREA CALCULATIONS 2019 CFC (BASED ON 2018 IFC) A3.2 PROPOSED ELEVATIONS PO BOX4736 TRIANGLE SAN OBISPO,CA 93403 ° ° 2019 CALIFORNIA GREEN BUILDING A8.0 BUILDING SECTIONS 2ND:1ST FLOOR RATIO (66/o MAX.) 22.4/o STANDARDS CODE(CALGREEN) PH:805-904-9048 title24@yahoo.com CITY MUNICIPAL CODE REQUIRED PROPOSED ALL APPLICABLE LOCAL,COUNTY, LANDSCAPE SITE MINIMUM 1ST FLOOR SETBACK 12' 12'-10" STATE AND FEDERAL CODES, LAWS LOO MATERIAL REFE ENCE a LAYOUT PLAN LEFT SIDE STREET FRONT a REGULATIONS L2.0 PLANTING PLAN CIVIL ENGINEER RIGHT SIDE INTERIOR 5' 5'-0" L3.0 IRRIGATION PLAN BAY LAND CONSULTING REAR INTERIOR 20' 36'-7" FIRE SPRINKLER: A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED L4.0 PLANTING a IRRIGATION DETAILS 2315 SOUTH BASCOM AVE#200 CAMPBELL,CA 95008 ADU REAR 4' S' IN ACCORDANCE WITH NFPA 13D AND STATE AND 408-786-6700 SCOTT HOFFMAN MINIMUM ZND FLOOR SETBACK LOCAL REQUIREMENTS REQUIRED PROPOSED FIRE SPRINKLER SYSTEM TO BE APPROVED UNDER A Scott@blceng.com FRONT 25' 25'-0" SEPARATE PERMIT ALLORAWINGSANO WRITTEN MATERIALS CONTAINED HEREIN CONSTITUTE THE ORIGINAL a UNPUBLISHED WORK OF THE ARCHITECT HTTP://BAYLANDCONSULTING.COM/ SIDEYARDS COMBINED 25' 39'-10" WITHOUBHEWRTN°T BE DU ONSENTATHEARCHTECT.DISCLOSED WITHOUT THE WRITTEN CONSENTCA THE ARCHITECT. LEFT SIDE STREET 12' 14'-4" 0 KYLE CHAN ARCHITECT'INC. N.T.S. RIGHT SIDE YARD 10, 25'-6" REAR YARD 25' 46'-1" MAXIMUM HEIGHT 28' 25'-21/2" A011 #BEDROOMS 4 #BATHROOMS 3 ADU PROJECT NUMBER:2023 #BEDROOMS 1 6522 CLIFFORD DRIVE C mmunity Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2021 -023 Application Number(s) KC / Approval ody: Planning Commission Approval ate 07/07/22 j , FLOOR AREA CALCULATION ' kyLecha n LABEL DIMENSIONS AREA A a c H i T E c T Signature Brianne 1ST FLOOR 1416SARAT(06AAVE H a rkoushr&agP1 A 3713 X 13'6.8 503 SF / SMOTE 120, B 16'9.4 X 2910.2/Z 251 SF /" SAN 10SE,CA 95129 C 26'8.9 X 2910.2 798 SF 669 Z44-3111 D 65 X 13'6.8/2 44 SF E 21'X 225 471 SF www.kyLechan.com hyde@kydechanoc®m 2ND FLOOR % H 18'4.75"X 6'4.5" 117SF PLANNING SET 1 30'9.75"X 161.5" 497 SF / 6.22.2021 K 173.5"X 65" 111 SF O ADU L 21'1"X 16'6" 348 SF / 12' M 29'9"X 15'1" 449 SF -0 5/8" 29'-10" ADU 5'-0" Sheet Revisions: ------------ % 46.89 N58°49'47"W CONDITIONED AREA / —_ —_ —_ —_ PROPERTY LINE PLANNING COMMENTS - - - - - - ----- -------- - - - - - - - ------ 1ST FLOOR(A-E) 2,067 SF u 1 9.29.2021 / o D o 1U' PLANNING COMMENTS 2ND FLOOR(H-K) 725 SF %' �Q o Q m TOTAL 2,792 SF / ® Q� U in o 2 12.1.2021 GARAGE 21'X 21' 441 i ` NIGH W/D W/D LU TOTAL MAIN HOUSE 2792+441 E LTER ELE�3,233 SF Q�Q 'n 3: 2ND:1ST RATIO 725/3,233 / z / \ K =22.4% / J A/C UNIT o ROOFL NES SHOWN FLOOR AREA RATIO / a � / / DPISHE ,TYP LOT SIZE 7,303 SF v M D.CABI F.A.R.(MAIN HOUSE) 3233/7303 % w =44.30/6 /\ o /Qc) Ln 1ST FLOOR ®® o ADU(L+M) 797 SF / \\ /'Q0 ISETBAC — t ——— I Q TOTAL BUILDING INCLUDING ADU 3233+797 /" m ® N o / NLIGH Cr IT 4,030 SF \ / Lo a / 0) I m F.A.R.(MAIN HOUSE+ADU) 4030/7303 / \ J- % CO Co mo /_ 2ND FL OR 55.2% / \\ /'' �j � � b SETBA -------�-- ---- - - - - - - � OUTDOOR PORCHES \ 0 o I — 3F, MI .WALKWAY, / a z SEF LANDSCAPE. AA 10'8.75"X 2'6" 27 SF / \ ^ / N � I ;uj o BB 4'0"X 16'6" 66 SF \ cow % / I o z \ TOTAL 93 SFLLJ \ \ F -"0000000 OVERHANG=265 LINEAR FT X Z FT=530 SF % \E 1 \ % /' I a \ I D "H" %• �NLGH II Ia D.S. \ I / LOT COVERAGE \ =1ST FLOOR+GARAGE+PORCHES+OVERHANG ;/ ��� � W" w \ I =2067+441 +93+530 \ I /o.,=3131 SF(433 )<3618 SF(50 COVERAGE) o , o/o 9 I� • / �z \ F e- EESTA \ �SKYUGHTABOV ' ° \ FREESTAN C� I , 2ND FLOOR - °S 'I / w % I I o A C I II o / I R / \ °'OOS` KYLIGHT ABOV ', WATER METER ' FO I 15TFLOOR w 0 Ln -61/2' I SE BACK 25' Q - - - - - - - - - - - - - - - - - - - - - - 1 / \ // / ZNDFLOOR�. U LJJ I ' I < w W/D W/D I / ~ LL U 27"x32" 27"x32 61 J Q LU IO o /% \\ �/ I/ 2ND FLOOR BUILDING o Io C:) �. — L 0 \ OUTLINE DASHED / I L z ND HATCHED I - o �� w I I / \D I W - M D.CASI -- ----- ®® FFNT��C FkTFiv \ 72, X + + ZZ \\ 10 011 N w I o I S/ON % SFT / 2ND- LO R RF�o7egok SET B C I W Ln RED IRED i = z L.0 U / SEE AB.0 FOR PORTION OF \I I THE FRONT PORCH ROOF ZNDFLOORSETRACK\� ----- - - — - - - - - - - o — --- NOT CONSIDERED A2ND �x I j BACK I STORY Ix i ►---- - 5 = TFLOOR = i ROOF OVERHANG LENGTH =265 FT I /• � CENTER SETBACK� � THICKNESS=2 FT0 - - - - - - - - - - - - - I / y,- / \ o o z z o Y t o o I Q / I \ a ou I Q L=40.44 / \ o o J- m / ® ® wH o Q u N Jj f Ln I 20'X20'PARKING U- m Q0 Cr oN � w O I r4 L/ / I - I I'x30" KYLIGHTABOV o FREE5TAN G ' , 20'-0°MAXIMUM I SITE PLAN / "E" I PROPERTY LINVLIGHTA ROOF PLAN E — — — — / „ o i // \ 68.98' S58°49'47"E C„ EXISTING SIDEWALK /; // EXISTING SIDEWALK B' \ 16'-11/2" ELECTRONIC PLAN REVIEW BI ET DRIVEWAY FRONTYARD \\ \ I / •� / PRIVACY PLANTING PLAN IMPERVIOUS AREA \ AND 2ND FLOOR CALCULATION: \ WINDOWS: \ O R D DRIVE SEE LANDSCAPE \ "A" I / �._\ / SEE LANDSCAPE DRAWINGS FOR \ DRAWING T.B.D.. IMPERVIOUS AREA \ \ �• \ / CALCULATIONS \ rO ALL DRAWINGS AND WRITTEN MATERIALS CONTAINED HEREIN CO ITUTE THE ANDTHESAME MAY ORIGINAL NOTBEDUPLICATEDH UDS DORK OF THE ARCHITECT OISCLOSED UT THE HAN RCHTEN ER,NCENTOFTHEARCHITECT. 0KVE 0 \- - - L-6 - - - - 1ST FLOOR A015 PROPOSED ROOF PLAN2- PROPOSED SITE PLAN PROJECT NUMBER:2023 SCALE 1/8" =T-0" SCALE 1/8" =1'-0" 6522 CLIFFORD DRIVE C mmunity Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2021 -023 % Application Number(s) ��-') / KC / Approval ody: Planning Commission kyLechan Approval ate 07/07/22 / A R C H I T E C T Signature Brianne ; 1416SARATOGAAVE Harkou&hT&ager SUo1rE 120a SAN JOSE,GA 9E129 / 669-244-3111 kydL-@kydechan.com j PLANNING SET % 6.22.2021 � Sheet Revisions: % 46.89' N58°49'47"W / TREE TO REMAIN PROPERTY LINE PLANNING COMMENTS ------------------------------------------- - --- 1 9.29.2021 % / Q�Q / 1ti Q I I / I I EXISTING FRUIT TREE TO BE REMOVED j/ TREE TO REMAIN DEMOLISH EXISTING DEC� DEMOLISH EXISTING 1 I ) ,I �<b WALKWAY ` DEMOLISH EXISTING WALKWAYUj , LU • cow % � � '� � �� --- ---- ---- ---- -- -- I I I o / TREE TO REMAIN o I I DEMOLISH I I i i Iz EXISTING SHED ------ ;- --L--- ---- __-- ---- I w I I I O i I i DEMOLISH EXISTING HOUSE I I W � TTLn �\ i V tXISTING TREE TO BE REMOVED U w 0 J U 0 Q LU C) w 0 j� ' n 0 LL 0 ILL z \ I O DEMOLISH �- I I� Uj — / EXISTING I I I w ' CONCRETE /• Sn' /, �� ��� � � U DRIVEWAY j I 0 a— I ' t_0 U I I I / EXISTING PALM TREE TO BE REMOVED j / L=40.44,E \l 3 J � DEMOLISH O i R=20.00' `� r EXISTING 115°51'10 DRIVEWAY ' DEMOLITION —..—.PROPERTY LINE ..— .—..—..—..—..—..—. —..—.. SITE PLAN -------------------------------- -------------------------— i 68.98' S58°49'47"E EXISTING SIDEWALK ____________ ----------------- , ELECTRONIC PLAN REVIEW DEMOLISH I I EXISTING ' --------__-- CURBCUT 3. I ----------------- �. REPLACE WITH CURB Et GUTTER Et SIDEWALK LPER CITY STANDARD, -� SEE CIVIL SHEET CZ AND C3. TREE TO REMAIN ORD DRIVE � z � AlIH--GS AND-EITTFNMA1-1SI.HT11 FD MFRrN '•�- fTl EDN,11 DIE[HE 0-1-UUNVDD 1-DWDRI<0 [HEAP 11-1 AND HL,A EMAVN0ID -N-AILD,USEDOHDSE0- -Nou THE wHi rN mvsrvi of THE AH1HHKI KVE E'HAN AeENn Eu,w� �'7 A] I ] DEMOLITION SITE PLAN PROJECT NUMBER:2023 SCALE 1/8" =T-0" 6522 CLIFFORD DRIVE Co munity Development Department Planning Division — Cupertino 29'-10° CUPERTINO APPROVED Case # -2021 -023 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2'0x2'o(T - - - - 7 Application Number(s) A3.2 I AWNING / I I I ApprovalBody: Planning Commission I NICH Approval E ate 07/07/22 w/D w/D Lathan / Signature B ri a n n e 1 27"x32" z7"x32" / ° 1 1416 SARATOGA AVE /..- H a rkoushi&ag- I \ 1 SU7E 120, 1 \ 6'S X 7' 6'x4' � 1 \ LAUNDRY SAN JOSE,(CA 95129 1 I 669-244-3111 1 UEE�: OX80 / 2 mwww.kyLechan.com 1 0 \\ / CA] a kyle@kydechan.c®m 1 Ln \ 6'X12'6 � PLANNING SET KC E 1 U / 13'4 X 14' / N I � / BEDROOM BATH 1 6.22.2021 <r / 1 I � // 4' 1 ADU NOTES: I I / \ / M D.CABIrIE Sheet Revisions: I PLANNING COMMENTS "ACCESSORY DWELLING UNIT"MEANS AN ATTACHED OR A 1 / I 2'6X4' 0® I 1 9.29.2021 LID DETACHED RESIDENTIAL DWELLING UNIT WHICH PROVIDES 1 / / I PANTRY 0 I PLANNING COMMENTS COMPLETE INDEPENDENT LIVING FACILITIES FOR ONE OR MORE 1 / 1 ®® 1 2 12.1.2021 PERSONS.IT SHALL INCLUDE PERMANENT PROVISIONS FOR LIVING, 1 I PLANNING COMMENTS SLEEPING,EATING,COOKING AND SANITATION ON THE SAME / > I Z' I 3 1.18.2022 PARCELAS THE PRIMARY DWELLING UNIT IS SITUATED.AN 1 / / > ACCESSORY DWELLING UNIT ALSO INCLUDES THE FOLLOWING: 6'X 11' 1 "' 1.AN EFFICIENCY UNIT,AS DEFINED IN SECTION 17958.1 OF HEALTH 8'-9" I ADU KITCHEN J AND SAFETY CODE. 1 Z'6 O° Cn 0 1 2.A MANUFACTURED HOME,AS DEFINED IN SECTION 18007 OF THE 1 1 0 1 HEALTH AND SAFETY CODE. I I 1 i9 I I N 2 DV� PLEASE REFERENCE CHAPTER 19.112 ACCESSORY DWELLING UNITS 1 1 FOR ADDITIONAL DEVELOPMENT REGULATIONS. I 1 1 I 1 14'XLD 16'6 I a 1 ADU LIVING I m x 1 � I 1 N 1 1 a 1 1 1 1 1 I I I 1 1 TX4'6 I 1 1 I 1 1 1 1 FOYER X I ADq ENTRY 26'-7 7/8" 1 I I I I 4'x3'_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 I /\ 3'6X5'0 SLIDER 4'OX3'0 SLIDER(T) 12'OxB'O DR. \ TX Z' 1 \ T SILL(T) 5'1 SILL \ I O \\ ---Q.w ® NO ------------------------ TOILET WH ----------- 1 / \ 4' \ 2' 13' Z' 2" 3' I ee IN / \ \ 1 5' x 9' C 1 LA N D RY Uj / \ J / \ 17'3X9'6 — X \\ 1 o / \ BATH N \\ 1 o Ln // \\ FREESTAN G 0 I SKYLIGHT ABOVE I T 1 w Q 11 I w / \ Uj� N I I I b'6' I U // \\ o Q 11 11 1 z U 0 Q Ln/ 3'OX8'0 z —o — — L LJ z DC U / o BARN 5'X � %�i--, -1 3'X1'SHELF Q w O A 1 W Ln J l.7 W J 99 �fl '-n Q I I O } ® Ln \ SKYLIGHTABOVE I U z o o _ \ 1 1 1 ' w Ln 52 x 12'6 N w KING:76XE w o. I 0 11 11 m PANTRY = 1 Z N �— / L, N L — — — — — — — — — — — — I L _ I Ln I W Ll-1 _�—� x 1 = Z lD lU / l6 20'8 X z1'11 \ I 11'x 22' 1 / FAMILY \\ 1 KITCHEN 1 /� 5'6 x 8'2 \ 1 //�=�o`S BATH � 1 �� �•`� 4'DESK � WIN 4'REFRIGERATOR 2' 2' (7r- k OJA:�Bl ------—------------- -------- 24"x48" --- --- MASTER BEDROOM ET / 3'X1'SHELF i O(s O� / 6'SHOE STORAGE / I / 7 L-j : o \\ 8'X 9'4Ln \. . Z'8X8'0 1 I / 12'X5'6 HALL o MUD ROOM911 \\ 1 I / HALL Fn 3'CL S€� C�-OSET 1 \ 6"RISER \ I FIRST FLOOR / \\\ i PROPOSED 12'0 x 1310 \ \ BEDROOM alz + + w \ \ o'zxzo'z PLAN \\ IIIU 36, \ GARAGE o w \ D \ \ o N Ln Lr Ln ELECTRONIC PLAN REVIEW X I � / I \'O' / 12'X10' 9'3X8'9 Q 1 \\ I BEDROOM i FOYER U Y 1 \ I o \ 0 m 1 \ I Ln Ln o o Q 1 \\ 1 IUi \\ Ln M /9'3x4' 1 I \\ I \ /�NALK-IN 1 1 v 1 81'9X6' v 1 I \ PORCH — — — — — — I / 6 Ox4'0 SLIDER(+) 1 / 1 I \\ 1 1610 x 910 \\ I ALL DRAWINGS AND WRITTEN MATERIALS CONTAINED HEREIN 3 Ox5'6 ARCH CONSTITUTE THE ORIGINAL&UNPUBLISHED WORK OF THE ARCHITECT o \L W/6'0XT6 TRANSOM— — — 1 — — — � ANDTHC THE WRITTEN CONS THE ARCHITECT. 0 2.5 5 7.5 10 12.5 15' O 0 — — — — — — — — — — — — _ I!T I I fl — — — — — — — — — — — — — — — — — — — — — _ _ W ITHOUT THE W RI EN CONSENT O F THE ARCHITECT. .-J O I I I �f l7 fC ®KYLE CHAN ARCHITECT,INC L — - - - - - -I- - - - - - - - - J 18'-81/2" 10'-8 3/4" 28'-8" FIRST FLOOR PROPOSED PLAN NORTHA2 , 1 SCALE 1/4" =1'-0" 1 A3.1 PROJECT NUMBER:2023 6522 CLIFFORD DRIVE Co munity Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # -2021 -023 Application Number(s) I �Lc�Chan A R C H I T E C T KC Approval dy: Planning Commission - - - - - - - - - - - - - - - - - - - - - - AVE — A rova I ate 07/07/22 a y/ 141�SARATOOA I SUITE��®, pP o o I SANI JOSE,EA 95129 Signature Brianne I N I 669-2,44-3111 Harkou�lager I Q � �`e I�yde@iFydecf�au�oc®u� A I RIDGE PLAI � j 6 ZN OIZ1G E 4:12 SLOPE o I I I Sheet Revisions: �x� N Q a I PLANNING COMMENTS w JP Z` I ��� I 1 9.29.2021 u I JP I PLANNING COMMENTS I I I 2 12.1.2021 I 4:1Z SLOPE I PLANNING COMMENTS 3 1.18.2022 II RIDGE i 1 -------- I I A3.2 I I T-6"OVERHANG,TYPICAL U.O.N. I I I I I I I I \Q w LU o ��J 4:12 SLOPE I I I JP� I z 4'-0° I I o75 OVERHANG I � I Q ADU ONLY I I I I U I I I I 4:12 SLOPE I z I 4:12 SLOPE 4:12 SLOPE Uj - - - - - - - - - - - - - - - - I I Uj � I o I o LU a_ I 20'-61/2" u I 17'-31/2" 13'-6114" N 13'-21/8" I I I I I I I I — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - -------- -- -- I / I / I 0' 2.5' 5' 7.5' 10, 12.5' 15, I / o ��� I Uj / A u �FY I PROPOSED ROOF PLAN2 / CD SCALE 1/4" =T-0" / w U W 61 / / - - U C) / - - - - - - /\\ 2'6x4'0 CASE NT 2' 4'0 CASEMENT // I - w w U - - - - - Q Q 2 I U) — L Z / I LU Ln — w �/OLLj N2-/, I r — O Ln U ��Q ILLJ \ X I Z N v - - - - - - - - - - — 2 o x A3.2 i/ I I U II73- ILw z\ — 6'oX4'0 SLIDER Lj o w Ln o Q0 U , u/ 12'X4' 2'x4'j / I 14'X1Z�5 / �— (—I CD / BEDROOM X o 51 N l 5' 4' \ / / 13'2 X 15'9 — — — — — — — — / / I RAIN SHOWER / /~\ / LOUNGE RIDGq I I / I Q /Z / I ' / / I L /LINEN 2' I 5 I m N I / I � � II I / I w 2° B'7X9'� ° I z I PROPOSED i Uj BATH m �, I SECOND FLOOR 5' 2' w / N / HIP I -rn LA NDRYm z x X / ROOF PLAN CABINET< / \ I N / o x / / L / 2'ox2'0(T) 2'ox-��,r \ OQ� I / CASEMENT CAJPJI T �. / �" Q _ // I ELECTRONIC PLAN REVIEW � — — —6'SILL— — — 6' LL A o OF`LOW Ln m I _ I \ / ' 4:12 � Q �o \\ 4:12 // .�' �\ u= w z Q o I \ a_ c \V\ oN_ _ � ox2'0(T) 2'ox2'0(T) 2'ox2'o w Uj > > PICTURE PICTURE o III - \ o _ I 6'SILL 'SILL 6'SILL I o \\ I o \ w N LD AUDu---SAND wH 11N.AiEeA—D -INIUHrHLN LOXI I UI L I HL O WOINALEi UNP U B I—D-1<0'IHL AHLHIILLI AVU Hr SnnnF1Av N.111 JUNi ILni rLl USED off D IC[ OSrD -Ho' t t HL'FI II tN LO"'V-01IHLA HIIFLL ��I(VLL CHAN ANLHI I LCI,INL. 4:12 SLOPE 4:12 SLOPE 0' 2.5' S' 7.5' 10' 1 Z.5' 15' z � 0 0 � � 20'-61/2" NORTH I 13'-21/8" I 12'-5" 18'-4 3/4" A202 SECOND FLOOR PROPOSED PLAN SCALE 1/4" =T-0" 1 PROJECT NUMBER:Z023 A3.1 6522 CLIFFORD DRIVE o•••on- Planning uwrit-y-D��e lo•p• nt-DFe�p a•rtr�rn e n•t Division - Cupertino EXTERIOR FINISH SCHEDULE CUPERTINO APPROVED Case # R-2021 -023 SYMBOL MATERIAL MFR./DEALER MODEL#/DESCRIPTION/LOCATION COLOR Application Number(s) KC Approv I Body: Planning Commission O STAMP CONCRETE SIM. (N)CONC.LANDING W/FLAG STONE OVERLAY: Sl STONE OVERLAY/OR U-SAVE ROCKERY OR pENNSYLVANIA LILAC PATIO BY U-SAVE ROCKERY OR SIM.www.usaverockerysj.com Approv I Date 07/07/22 STACKED STONE: BLACK RIVER COLOR FINISH kyLechan 52 LIGHTWEIGHT CLAD ELDORADO STONE OR PROVIDE STONE CAP AT TOP,TYPICAL.STONE TO - Signatu Brianne STONE VENEER PANEL(**) SIM. WRAP TO BOTH SIDES OF WALL,TYPICAL.ICC ESR-1215 A R C H I T E C T H a rkoushi&agP1 11416 SAGRATOGA AVE TILE ROOF BY EAGLE OR SIM.ROOF TO BE R1 LIGHT WEIGHT TILE _ CLASS'A',COOL ROOF PER CALGREEN,MAX TAN SUITE 120, ROOF (*) WEIGHT: 5PSF(PROVIDE BIRD STOP @ END OF TILE) SAN JOSE,CA 95129 669-244-3111 R2 ROLL ROOFING OR _ CRICKET ROOFING PER CRC R905.5 a 905.9.ROOF LIGHT GRAY www.kylechan.com BUILT-UP ROOF (*) TO BE CLASS W OR BETTER. kyle@kyLechan.com G GUTTER ALUM. - GRAPHITE PLANNING SET j 6.22.2021 FRON FINISH FLOOR MATCH RI O CEMENT PLASTER - EXTERIOR SMOOTH HARD STEEL TOWEL FINISH — — — — — — — — — — — — — — — — — — — — — — — — -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-— RIDGE CPl ACRYLIC STUCCO FIN.SIMILAR) P1 Sheet Revisions: P1 EXTERIOR PAINT _ MATCH EXISTING PAINT GRAPHITE PLANNING COMMENTS AT CEMENT PLASTER 1 9,29.2021 PLANNING COMMENTS 512 2ND FLOOR CEIL.__ p2 TRIM PAINT - MATCH EXISTING WHITE WHITE 2 12.1.2021 +19'-3" PAINT PLANNING COMMENTS 3 1.18.2022 P2 CP1 P1 NEW WINDOW DECORATIVE TILE R1 WINDOW SASH AND TRIM FINISH WINDOW GRAPHITE i (SEE A2.1 SPEC FOR FINISH MATERIALS) 0 0 (*) PER TITLE-24:COOL ROOF REQUIRED. ROOF REFLECTANCE:0.2 OR BETTER.ROOF EMITTANCE:0.85 OR BETTER. I I `o (**)STONE PANEL TO BE ADHERED PER CRC R703.12.SEE ICC-REPORT FOR INSTALLATION SPECIFICATIONS. N m 1. PAINT ALL EXTERIOR WINDOW TRIM,SILLS,NON-VINYL SASH,MUTTINS,DECK RAILINGS,DECK FASCIA, m BEAMS AND TRELLISES,RAFTER TAILS AND EAVE SHEATHING BOARDS. 2ND FLOOR N PROTECTANYAND ALL VINES/PLANTINGS FROM DAMAGE. ^I 2. CONTRACTOR TO CONFIRM ALL FINISH WITH OWNER BEFORE ORDERING. in L--= — — — — — — — 3. PROVIDE COEFFICIENT OF FRICTION OF 0.6 OR HIGHER FOR ALL FLOOR TILE Et EXTERIOR FLAG STONE SURFACE. 77r 4. FOR ALL WALL FINISHES,SEE WALL SCHEDULE ON A2.1 FOR UNDERLAYMENT REQUIREMENTS. I ]UT THE LIGHT FIXTURES WILL BE IN COMPLIANCE WITH CIVIC SECTION 19.102.040 OUTDOOR LIGHTING REQUIREMENTS. LELE111 I i C_') o � Stratum LED Outdoor Wall Sconce L] L U M E N S By Hubbardton Forge LIGHT A ^' n ' VIN1r, Call Us 877.445.4486 I Stratum LED Outdoor Wall Sconce 1ST FLOOR By Hubbardton Forge rL_ — — — — — NATURAL GRADE:+101195' — +0'-0"(+102.95') Product Options - - _ - Color:Coastal Black,Coastal Natural Iron,Coastal Mahogany,Coastal Bronze,Coastal Dark Smoke,Coastal Burnished Steel,Coastal Gold NATURAL GRADE:+101.06' i Finish:Coastal Black,Coastal Natural Iron,Coastal Mahogany,Coastal W Bronze,Coastal Dark Smoke,Coastal Burnished Steel,Coastal Gold Details /� Q w Ln • Designed U W Q • Material:Aluminum m • Dimmable When Used With a Electronic low voltage(ELV)dimmer Dimmer U Q (Not Included) � U • ADA compliant,Dark Sky compliant --- �=„�,�� C PROPOSED RIGHT (NORTH) ELEVATION2 ' UL Warranty:Lifetime 0 LJJ O - • Warranty:Lifetime Limited Warranty when Installed in residential setting SCALE 1/4" =1'-0" • Made In USA � _ LL O Dimensions w n - Fixture:Width 9.5",Height 7.4",Depth 3.7",Weight 4.7Lbs UJ Lighting w Notes: z N• 16 Watt(975 Lumens)120 Volt Integrated LED:CRI:90 Color Temp: a- 3000K 1 uJ L^1 D Additional Details = Z 1-0 U I Product URL: https://www.lumens.com/stratum-led-outdoor-wa I I-sconce-by-h ubba rdton-forg R1 e-HBFP283478.html Rating:UL Listed Wet - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RIDGE +23'-3 3/4" Product ID: HBFP283478Pt 12 Prepared by: Prepared for: , I• � �� 4 Project: �i• • Room: J 3e •,�- O O Placement: 'T�l.� j — — — —_—_—_—_—_—_—_—_—_— — 2ND FLOOR CEIL._—___4,_ Approval: +19'-3" O P2 Created December 2nd,2021 I Iz J CP1 P1 R1 LIJ i � PROPOSED CD I � i ELEVATIONS Gl 2ND FLOOR — +10'-3' — — — u, _ CEILING N f`^ +9,-0, — — — — —4— ELECTRONIC PLAN REVIEW 6 ii LIGHT AS SCHD. 2 wtt i 2 0 mQ LL C-D _ _ H o w = _ I +0-0"(+1+102.95') ALLDRAWINDS AND WRITTEN MATERIALS CONTAINED HEREIN r r r r r r r r r CONSTITUTE THE ORIGINAL&UNPUBLISHED WORK OFTHE ARCHITECT NATURAL GRADE:+1 .061 FANOTHE SAME MAY NOT BE DUPLICATED,USED OR DISCLOSED ®KYLE C WIH N WRITTEN CONSENT OF THE ARCHITECT. AN ARCHITECT,INC. I S1 36'-7" 52 21'-61/4" A3 , 1 0' 2.5' 5' 7.5' 10, 12.5' 15' PROPOSED FRONT (EAST) ELEVATION PROJECT NUMBER:2023 SCALE 1/4" =T-0" 6522 CLIFFORD DRIVE o•••on- Planning uwrit-y-D��e lo•p• nt-D e�p a•rtr�rn e n•t Division — Cupertino EXTERIOR FINISH SCHEDULE CUPERTINO APPROVED SEE A3.1 FOR ALL EXTERIOR FINSIH SCHEDULE, Case # R-2021 -023 KETNOTES AND LEGENDS. KC Application Number(s) Approv I Body: Planning Commission Approv I Date 07 07 22 kyLechan Signatu Brianne ❑ DODO n-pc A R C H I T E C T a e 1 OOOO o o 0 [[] 0 ILE 1416 SAGRATOo GA AVE H a rkous DODO - SUOTE 120, SAN JOSE,CA 95129 3111 863 E. ESTATES DRIVE PROJECT: 6522 CLIFFORD DRIVE PROJECT: 6522 CLIFFORD DRIVE 6544 CLIFFORD DRIVE 66.kylec www.kylechan.com .��a��h��.�®m STREETSCAPE ON E ESTATES DRIVE4 STREETSCAPE ON CLIFFORD DRIVE3 kyo,e@ky:echan.c®m PLANNING SET SCALE 1/15" -T-0" SCALE 1/16" -T-0" 6.22.2021 j Sheet Revisions: PLANNING COMMENTS 1 i ------------------ — — — — — — — — ----------------- — R1 --------------- RIDGE 9,29.2021 ------ MEASURED FROM FINISH FLOOR +23'-3 3/4" PLANNING COMMENTS 2 12.1.2021 PLANNING COMMENTS 3 1.18.2022 - - - - - - - - 2ND FLOOR CEIL. — I +19'-3" I CPI PI P2 I z rr In I J w I m 00 I L' ig 2ND FLOOR /N- — — — +10'-3" — — Ln CEILING +g'-0" —L JL —1L —I--- TEE :]E:IE :]E:IE I :1E I I o jL11 ZZE]EIE] I IEIE]"El I I 11LILIE Dr 1ST FLOOR----- w v +0'-0"(+102.95') > NATURAL GRADE:+101.80' w NATURAL GRADE:+101.28' NATURAL GRADE:+101.10' U w 0 On i z U 0 Q w z oc U w 0 0 O � LL PROPOSED LEFT (EAST) ELEVATION2- w Ln U— z DC SCALE 1/4" =1'-0" w —i [-- Q�- U z � N a- D w L, D = z UD U i SEE LANDSCAPE DRAWING FOR PRIVACY DIAGRAM MEASURED FROM FINISH FLOOR _ RIDGE_ _ j Nt MEASURED FROM FINISH FLOOR I QUO �O - - - - - - - - - - - - - - - 2NDFLOORCEIL. — ` O� CP1 P] +19'-3" 1 z RZ PZ DECORATIVE TILE w NEW WINDOW R1 a LILI la PROPOSED I o 0 0 _ ELEVATIONS i 11 ,- - - - - 2NDFLOOR - - Ln +10'-3" ---/- — CEILING — — — +g'-0" ELECTRONIC PLAN REVIEW I IJL :1 HE Ld [B I I i I ii j o j I I I I I I I 1ST FLOOR_ TNATIURAL GRADE:+171.95' ALL OTITUTE THE ORIGINAL WRITTEN MATERIALS CONTAINEDWORK HEREIN CO NATURAL GRADE:+101.80' ANDTHESAM MAYN NOT UNPUBLISHED WORK OF CLOSEDHE ARCHITECT ANOTHE SAME MAY NOT BE DUPLICATED,USED OR DISCLOSED WI WRITTEN CONSENT OF THE ARCHITECT. KYLE CH ®KYLE CHAN ARCHITECT,INC. I I 0' 2.5' 5' 7.5' 10, 12.5' 15, A382 PROPOSED BACK (SOUTH) ELEVATION PROJECT NUMBER:2023 SCALE 1/4" =T-O" 6522 CLIFFORD DRIVE C mmunity Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2021 -023 Application Number(s) KC Approva Body: Planning Commission kyLechan Approva Date 07 07 22 A R C H I T E C T Signatur Brianne 14165ARATOCAAVE Harkoush is -ger SAN JOSE,CA 95129 669-244-3111 www.kyLechan.com kyle@kydechan.com PLANNING SET 6.22.2021 Sheet Revisions: PLANNING COMMENTS 1 9.29.2021 PLANNING COMMENTS i 2 12.1.2021 I 3 PLANNING COMMENTS 1.18.2022 I RIDGE_ I I I I I - - - - - - - - - - - - 2NDFLOORCEIL. — j +19'-3" I 0 � I I i LOUNGE SUPPORT BEAM I I I I m - - - - - - — 2ND FLOOR - - m N ------ ° ' — — — — — — — — — — ---- -------- — I L _ I L I I I _1L _1L JL _1L < I I I jEEDROONI i FAMILY IUD ROO i STAIR W O SUITECA SE STO W LIl U LU �1 15T FLOOR— -----*— W z ry U NA URAL GRADE:+101.80 ♦� r; I in — 0 Ywy4 NATURAL GRADE L ILL z I @ SECTION:+101.28 I W Li — I 1. j J AREA WITH LESS THAN 16FT CEILING U SEE A0.5 AREA CALCULATION N W SECTION 2 r,,, a— SCALE 1/4" =1'-0" W Ln D = z ILD U i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RIDGE I Q`<::—000, — — — — — — — — — — — — — — —I 2ND FLOOR CEIL._—__0,_ `O +19'-3" I I I BATH LOU N GE EXTERIOR I i DETAILS / i SECTIONS I N ZND_FLOOR I I N ELECTRONIC PLAN REVIEW I I I WALK-IN HALL HALL MUD ROOM GARAGE j I I o i I a I I I — — — ----- — — — — — — —� 1ST FLOOR— — +0 0"(+102.95) ALL DRAWINGS AND WRITTEN MATERIALS CONTAINED HEREIN CONSTITUTE THE ORIGINAL&UNPUBLISHED WORK OF THE ARCHITECT :.i..w..i:,.�. ...,..,t.A.i` i.::....�+'.t:.t';.il;':...:'.`:y;:.`::...`.•..s'.:'`1.y..:•c:.:.-S•...�r.::�..n ww.:.u�::: :;'•'. .� ... ..«....:.,..:.`:•:'' MAY CONSENT OF ARCDORDISCLO SED NATURAL GRADE+101.10 r. �:;,: &w:''e'a a„ '.'....' ....a •^ ia.. C .• ?`'.•`'w,<•>,-wi `• IN WITHOUT THE WRI EN CONSENT OF THE ARCHITECT. NATURAL GRADE:+1 W 1.0 6 ®KYLE CHAN ARCHITECT,INC. I I 0' 2.5' S' 7.5' 10' 12.5' 15' A810 SECTION PROJECT NUMBER:2023 SCALE 1/4" =T-0" 6522 CLIFFORD DRIVE C y Development Department Planning Division - Cupertino GRADING �c DRAINAGE AND STREET IMPROVEMENT PLANS 1. ALL WORK q i I PP- N ACCORDANCE WITH THE STATE OF 22. DROP INLETS SHALL BE CONSTRUCTED CONFORMING TO CITY 2 CUPERTINO P E C�VEd STANDARD DETAILS UNLESS OTHERWISE NOTED ON THE PLANS. DROP rn CALIFORNI� DErH fiv1ENT OF TRANSPORTATION STANDARD INLETS SHALL BE INSTALLED CONCURRENT WITH THE CONSTRUCTION FOR Ur L0 Case # R�V2020Afl23 (LATEST EDITION, AS AMENDED), AND STANDARD HOMESTEAD RD PLANS� �/d�T� STv ,E{3�Ti^N, AS AMENDED), AND CITY OF CUPERTINO OF THE CURB AND GUTTER NO DUMPING FLOWS TO THE BAY. 6522 C LI FFO R D D R . z v� PLAQUE SHALL BE INSTALLED ON THE CURB ADJACENT TO ALL INLETS. STANDARD DETAILS. THE CONTRACTOR SHALL PERFORM THE WORK ADDITIONAL NOTES o w N O Approval Bo[dGTgf4&WH CT�irfiK�dHCATION, AND AS SHOWN ON THE 23. A MINIMUM THICKNESS OF FIVE (5) INCHES OF CONCRETE SHALL BE z � -t Q Approval DateAWlf �, p, 0 THE SATISFACTION OF THE CITY ENGINEER. REQUIRED FOR COMMERCIAL DRIVEWAY APPROACHES AND FOUR (4) 1. APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER ABBREVIATIONS m ¢ o CD Ln o ^ W pp U lI llllll111JJ1 ��'��' SILL AND/ OR CONTRACTOR OF THE RESPONSIBILITY FOR THE 3 z a� 00 INCHES FOR RESIDENTIAL. THE DRIVEWAY APPROACH SHALL BE 280 w o Q Signatur 2. AFBk2mn®F THESE PLANS SHALL NOT RELEASE THE OWNER OR INSTALLED CONCURRENT WITH THE CONSTRUCTION OF THE CURB AND CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CC�W { ,aTgWE RESPONSIBILITY FOR CORRECTIONS OF GUTTER. CONTAINED THEREIN. IF DURING THE COURSE OF z MI S OR OMISSIONS CONTAINED THEREIN. IF DURING CONSTRUCTION IMPROVEMENTS, PUBLIC INTEREST REQUIRES A AC ASPHALT CONCRETE j Q THE COURSE OF CONSTRUCTION OF IMPROVEMENTS, PUBLIC MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF APN ASSESSORS PARCEL NUMBER 0 - N o Q m 24. ONE POUND OF DISPERSING BLACK SHALL BE MIXED WITH EACH CUBIC YARD OF CONCRETE AT THE BATCH PLANT. Of BFP BACK FLOW PREVENTER STEVENS CREEK eLw U � x 0 � W INTEREST REQUIRES A MODIFICATION OF/OR A DEPARTURE FROM CUPERTINO SPECIFICATION OF THESE IMPROVEMENT PLANS THE CITY OF CUPERTINO STANDARD DETAILS OR THESE THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE BLD BUILDING O O u m ^ o F-- IMPROVEMENTS PLANS, THE CITY ENGINEER SHALL HAVE THE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE BOW BACK OF WALK o� >- 0 u o AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND 25. CITY STANDARD STREET LIGHTS SHALL BE INSTALLED AS REQUIRED BY MANNER IN WHICH THE SAME IS TO BE COMPLETED , AT THE CB CATCH BASIN CLIFFOR > C) 0 TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE THE DIRECTOR OF PUBLIC WORKS, AND SHALL CONFORM TO THE CITY SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR. CO CLEAN OUT 85 Aw z > v I Z COMPLETED, AT THE SOLE EXPENSE OF THE OWNER OR STANDARD DETAILS AND NOTES. DURING CONSTRUCTION OPERATIONS, CONC CONCRETE Q co > CONTRACTOR. TEMPORARY STREET LIGHTING SHALL BE PROVIDED AS NECESSARY TO 2. CONTACT PUBLIC WORKS, (408)777-3104, FOR INSPECTION OF CID CONTROL POINT JOHN oR � � rn 0✓ ENSURE THE PUBLIC SAFETY. TEMPORARY STREET LIGHTS SHALL BE GRADING, STORM DRAINAGE, AND PUBLIC IMPROVEMENT. DS DOWN SPOUT Q ¢ N W 3. APPROVAL OF THESE PLANS BY THE CITY ENGINEER IS ONLY FOR INSTALLED AT THE DISCRETION OF, AND TO THE SATISFACTION OF, DWY DRIVEWAY W o C/) 0 THE DIRECTOR OF PUBLIC WORKS. 3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO EX EXISTING C Q Q O PUBLIC RIGHT-OF-WAY IMPROVEMENTS (INCLUDING STORM DRAIN IN z_ THE RIGHT OF WAY), AND NOT FOR WATER, SEWER OR DRY OCCUPANCY. EM ELECTRICAL METER 26. CITY STANDARD STREET MONUMENTS SHALL BE CONSTRUCTED AT THE FC FACE OF CURB N BOLLINGER RD UTILITIES. IT IS THE DEVELOPER'S/OWNER'S RESPONSIBILITY TO LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE CITY 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND FF FINISH FLOOR Q -E COORDINATE REVIEWS AND APPROVAL FROM EACH OF THE UTILITY ENGINEER. INSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A W a_ COMPANIES, AND TO PROVIDE APPROVAL LETTERS AS REQUESTED. FG FINISH GRADE o W CLEAN CONDITION. FH FIRE HYDRANT J W 27. NEW CITY STANDARD STREET MONUMENTS AND OTHER PERMANENT GAS/GROUND m 4. IT SHALL BE THE RESPONSIBILITY LATEST THE CONTRACTOR ARE ENSURE MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED 5. CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE FL FLOW LINE THE APPROVED PLANS OR THE LATEST REVISED PLANS ARE BEFORE ACCEPTANCE OF THE IMPROVEMENTS BY THE CITY ENGINEER. PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR FURNISHED TO ITS SUBCONTRACTORS, AND TO ENSURE THE LATEST ATTENTION IS DIRECTED TO SECTION 8771 OF THE CALIFORNIA REMOVING ANY TREES. GM GAS METER APPROVED PLANS ARE ONSITE AT ALL TIMES DURING BUSINESS AND PROFESSIONS CODE FOR THE REQUIREMENTS INV PIPE INVERT CONSTRUCTION. CONCERNING SURVEY MONUMENTS. EXISTING SURVEY MONUMENTS 6• UTILIZE BEST MANAGEMENT PRACTICES (BMP'S)., AS REQUIRED JP JOINT POLE VICINITY MAP o LW LIGHT WELL NTS [� u SHALL BE LOCATED AND REFERENCED BY OR UNDER THE DIRECTION BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY MH MAN HOLE i; ) 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CUPERTINO PUBLIC OF A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER ACTIVITY WHICH DISTURBS THE SOIL. MON MONUMENT WORKS INSPECTOR TWO (2) WORKING DAYS PRIOR TO REQUIRING PRIOR TO CONSTRUCTION OPERATIONS, AND A CORNER RECORD OR NEW EXISTING PROPOSED DESCRIPTION AN INSPECTION. CALL 408 777-3104 TO SCHEDULE PUBLIC RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY SURVEYOR OF 7. A WORK SCHEDULE OF GRADING AND EROSION & SEDIMENT ( ) PL PROPERTY LINE WORKS INSPECTIONS. THE COUNTY OF SANTA CLARA. EXISTING SURVEY MONUMENTS SHALL CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER PM PARCEL MAP - - PROPERTY LINE Q o BE RESET TO FINISH GRADE, AND A CORNER RECORD OR RECORD OF BY AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED PVMT PAVEMENT u SURVEY SHALL BE FILED WITH THE COUNTY SURVEYOR OF THE BETWEEN OCTOBER 1 TO APRIL 15. 6. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL BE RD ROOF DRAIN CENTER LINE COUNTY OF SANTA CLARA PRIOR TO THE RECORDING OF THERIM a INSTALLED PRIOR TO BEGINNING OF WORK. CERTIFICATE OF COMPLETION FOR THE PROJECT. 8. ALL NEW ELECTRICAL SERVICE(POWER,PHONE, AND/OR CABLE) SD STORM DRAINGRATE FENCE LINE Q NOTIFY CITY OF CUPERTINO TRAFFIC SIGNAL MAINTENANCE FOR SHALL BE UNDERGROUNDED. SDMH STORM DRAIN MANHOLE 7' INSPECTION OF TRAFFIC SIGNAL FACILITY FOUNDATION EXCAVATIONS ( STAKES 28. CONSTRUCTION SURVEY STAKES OR MARKS CONTROL SS SANITARY SEWER ) TO GAS G GAS LINE � AT (408) 777-1366, TWO (2) WORKING DAYS PRIOR TO POURING ESTABLISH LINES AND GRADES SHALL BE SET BY THE CONTRACTOR'S 9• TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS SSCO SANITARY SEWER CLEANOUT. Im SURVEYOR OR ENGINEER INSPECTOR FOR FINAL INSPECTION. S/W SIDEWALK ANY CABINET OR SIGNAL FOUNDATIONS RELATING TO THE JOB. M TEMPORARTY BENCH MARK W W WATER LINE TB 10. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, TB VALLEY GUTTER 8. THE CONTRACTOR SHALL LOCATE UNDERGROUND FACILITIES IN THE 29. NOTIFY THE CITY INSPECTOR TWO (2) WORKING DAYS IN ADVANCE OF DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED VG WATER SS SS SANITARY SEWER LINE AREA OF WORK. THE CONTRACTOR SHALL CONTACT UNDERGROUND REQUIRING SERVICES FOR CHECKING FIELD STAKING. THREE (3) TO LANDSCAPED AREAS. WDF WOOD FENCE SERVICE ALERT (USA) AT 811 TWO (2) WORKING DAYS IN ADVANCE COPIES OF THE CUT SHEETS SHALL BE FURNISHED TO THE CITY OF ANY WORK FOR LOCATION OF THE UNDERGROUND FACILITIES. INSPECTOR. 11. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WM WATER METER SD STORM DRAIN, PVC SCH. 40 WAY, THE CONTRACTOR WILL RESPONSIBLE FOR PULLING AN WV WATER VALVE 9. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED AND BACKFILLED 30. GRADING OF LOTS SHALL BE COMPLETED AS DETERMINED BY THE CITY ENCROACHMENT PERMIT FORM THE PUBLIC WORKS UTILITY BOX-AS NOTED BEFORE PLACEMENT OF THE BASE MATERIAL AND SURFACE ENGINEER, AS SHOWN ON THE PLANS, AND SHALL FOLLOW DEPARTMENT. STRUCTURES. IF UTILITIES ARE TO BE INSTALLED SUBSEQUENTLY, A REQUIREMENTS AND STANDARDS AS SET FORTH IN THE CITY xG WRITTEN NOTIFICATION FROM THE AFFECTED UTILITY COMPANY STANDARD GRADING AND DRAINAGE NOTES. 9� 44 SPOT ELEVATION INDICATING ITS COMMITMENT TO BORE OR TUNNEL SHALL BE SUBMITTED TO THE CITY ENGINEER BEFORE PROCEEDING WITH THE DEMOLITION OF SEPTIC TANKS SHALL CONFORM TO SANTA CLARA WORK. UNDERGROUND UTILITIES, EXCEPT STORM DRAINS AND COUNTY ENVIRONMENTAL HEALTH DEPARTMENT REGULATIONS. WORK 1� g8• FINISH GRADE SANITARY SEWERS, SHALL NOT BE PERMITTED IN PAVEMENT AREA, SHALL BE DONE PRIOR TO CONSTRUCTION. � L i WITH THE EXCEPTION OF STREET CROSSINGS, UNLESS APPROVED BY THE CITY ENGINEER. � � eC0 CLEAN OUT TO GRADE Q - 0 10.ALL WATER LINES, VALVES, HYDRANTS, AND APPURTENANCES z ro Ln THERETO INSTALLED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE GRADING NOTES - Q 0 (:7) THE PROPERTY OF THE WATER UTILITY COMPANY. • • ' CONCRETE Q 1. DATE OF SURVEY: DECEMBER, 2020. I Q 11. STORM DRAIN LINES INSTALLED AS PART OF THE WORK ON THESE (/) PLANS SHALL BE CLEARED OF ALL DEBRIS AND OBSTRUCTIONS 2. FINISHED GRADES ALONG THE PERIMETER OF THE FOUNDATION 00 DOWNSPOUT WITH SPLASH BLOCK LLI (� U PRIOR TO FINAL ACCEPTANCE. TO BE SLOPED AT A MINIMUM OF 5% FOR A MINIMUM OF 5 FEET. Q I-_ 0 3. ON-SITE UTILITY TRENCHES SHALL BE BACKFILLED WITH COMPACTED 0 AREA DRAIN 0 Li- 12.ALL TRENCH BACKFILL, FILL AREAS, AND BASE MATERIAL SHALL ENGINEERED FILL. THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT z z Li- u) 0 ATTAIN A MINIMUM 95% RELATIVE COMPACTION. FOR TYPICAL TO EXCEED EIGHT (8) INCHES IN UNCOMPACTED THICKNESS AND Q Q0 z TRENCH SECTIONS, EXCEPT FOR SANITARY SEWERS, REFER TO THE pFESSIO CITY STANDARD DETAILS. SHALL BE MECHANICALLY COMPACTED TO AT LEAST 90% RELATIVE Q� �ql 0 COMPACTION. �`� �cp1S HOFFti� 13.THE DEVELOPER SHALL PAY ALL COSTS FOR MOISTURE-DENSITY z CURVES (CALIF. TEST NO. 216E) AND ANY OTHER TESTS REQUIRED 4. LOCATION OF TREES SHOWN HEREON ARE TAKEN AT A POINT THAT THE z N W BY THE CITY ENGINEER DURING STREET CONSTRUCTION. TREE ENTERS THE GROUND. SIZES OF TREES SHOWN HEREON ARE * C58998 * Q N 0- a- TAKEN AT DBH (DIAMETER AT BREAST HEIGHT) LO Q s�9 CIVIC- Q 14.TREES, ROOTS, AND FOREIGN MATTER IN EXISTING OR PROPOSED 5. ALL UTILITIES SHALL BE UNDERGROUND FROM THE PROPERTY LINES IN. TF 0 CA`\F U RIGHT-OF-WAY SHALL BE REMOVED TO A DEPTH OF TWO (2) FEET LOCATION OF METERS ARE AS NOTED. BELOW SUBGRADE AND DISPOSED OF PER CALTRANS STANDARDS. COORDINATE ALL SUCH WORK WITH THE UTILITY COMPANY HAVING IN THE CASE OF LIVE TREE ROOTS FROM CITY STREET TREES, JURISDICTION. CONTRACTOR SHALL CONTACT THE CITY FOR FIELD OBSERVATION 6. CONTRACTOR SHALL BARRICADE AND PROTECT ALL EXISTING SITE FEATURES CALL UNDERGROUND SERVICE ALERT PRIOR TO REMOVING TREE ROOTS. INCLUDING TREES, FENCES, GATES, UTILITIES, ETC. 15.TRENCH PLATES IN THE TRAVELED WAY SHALL BE TRAFFIC RATED, 7. ALL ON-SITE STORM DRAINAGE AND SANITARY TO MARK ALL UTILITIES PRIOR TO PROPERTY SECURED AND SHALL BE RECESSED UPON THE REQUEST SEWER PIPE TO BE PVC SCHEDULE 40 SDR-26 MIN. OF THE DIRECTOR OF PUBLIC WORKS. SLOPE AT 1.5% MIN. EXCAVATION 16.ALL TRENCHES LOCATED WITHIN 5' OF THE EDGE OF PAVEMENT (IE. CURB, LIP OF GUTTER, EDGE OF PAVEMENT, ETC.) SHALL BE REPAVED TO THE EDGE OF PAVEMENT. rT�E: WOONS 17.ALL NEW PAVEMENT SHALL MATCH THE EXISTING PAVEMENT DATE DESCRIPTION SECTION. A MINIMUM PAVEMENT SECTION OF 3" AC/6" CLASS 2 AB IS REQUIRED. CITY ENGINEER ' S SIGNATURE � 18.EXISTING PAVEMENT THAT IS REMOVED OR DAMAGED SHALL BE TOPOGRAPHIC BOUNDARY SURVEY INFORMATION SOILS REPORT REPLACED AS REQUIRED BY THE CITY ENGINEER. TOPOGRAPHIC BOUNDARY SURVEY COMPLETED BY GIULIANI & KULL 19.MANHOLE FRAMES AND COVERS SHALL BE BROUGHT TO FINISH UNDER THE DIRECTION OF RODD A. ROWALT, LICENSED SURVEYOR, L7999 ALL WORK TO BE COMPLETED IN ACCORDANCE WITH APPROVED BY: GRADE PRIOR To FINAL sIGNOFF. THE SOILS REPORT PREPARED BY. . . ..... DIRECTTIMM DOR OFDPUBUCEWORKIS EXP DATE JOB No. 21029 20.FIVE (5) WORKING DAYS PRIOR TO INSTALLING PERMANENT SITE BENCHMARK LOT AREA STRIPING, THE CONTRACTOR SHALL CAT TRACK THE STRIPING AND SDMH RIM ELEV.=100.49 (ASSUMED) 7,303 SQ. FT f SCALE: AS SHOWN REQUEST REVIEW OF THE CAT TRACKS BY THE CITY TRAFFIC DRAWN BY: YC ENGINEER. THE CITY ENGINEER SHALL HAVE THE RIGHT TO MAKE SHEET INDEX CHANGES IN THE LOCATION OF THE ALIGNMENT OF TRAFFIC CHECKED BY: SH STRIPES, PAVEMENT MARKINGS, AND PAVEMENT MARKERS. C1 NOTES 21.CONCRETE FOR USE IN ALL CONCRETE STRUCTURES SHALL C2 DETAILS DATE: 09/23/21 CONFORM TO CALIFORNIA DEPARTMENT OF TRANSPORTATION C3 GRADING & DRAINAGE & STREET IMPROVEMENT PLANS STANDARD SPECIFICATIONS SECTION 90. DROP INLETS, SIDEWALKS, SURVEYOR'S STATEMENT SHEET CURBS AND GUTTERS SHALL CONTAIN 590 LBS. OF CEMENT PER C4 DETAILS-CUPERTINO SANITARY DISTRICT CUBIC YARD AND SHALL ATTAIN A MINIMUM STRENGTH OF 3,000 PSI IN 28 DAYS. 1, RODD A. ROWALT, CERTIFY THAT I AM LICENSED AS A PROFESSIONAL C5 EROSION CONTROL PLAN LAND SURVEYOR IN THE STATE OF CALIFORNIA (REF. NO. L7999) C6 EROSION CONTROL NOTES AND DETAILS I FURTHER CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS OF A TOPOGRAPHIC SURVEY CONDUCTED UNDER MY SUPERVISION. C 7 BLUE PRINT FOR A CLEAN B A Y T1 TOPOGRAPHIC SITE PLAN OF 8 SHEETS C y Development Planning Division — Cupertino CUPERTINO APPROVED Case # R-2021 -023 Z in � Application Number 2' Is} DRAIN BOX W/ w O Approval Body: Planning Commission FF STRIP FF SWALE 18" X 19.5" GRATE SWALE z W o Approval Date 07/07/22 rianne8" MIN. X 2" MIN. R '��������� �����/�` w o Q -ADSlgnatur Ha kou&hra-�age1 FROM SOIL FROMCLEARCONC. 5' EAST / / ��/�\ '• e �\��\��\/�\/�` / z J � � � � 5% MIN 2.45 SOUTH VARIES �/ >_ rn Q v 2' WEST 4" PVC SCH. 40 INV 97.26 • FINISHED GRADE � Q U N o Q m 5% MIN _ ° ° PERFORATED PIPE W/ X 0 U o �` LIJ FINISHED GRADE I I I _ I I J HOLES FACING DOWN PVC�1 5q, 00 m _ o CAP (TYP.) 1' 6" w O � o <D Lu _ _ _ _ _ _ _ ELEV 97.85 z > — co NEWZ � HOUSE 0 °T 0 � 0 o SO o ° ° 3/4" DRAIN ROCK Q � � � > I v' FF ' 0� o 00 O O 0 0 0 0 0 0 0 0 ° 4-1 N Lv 2% GEo—TEXTILE FABRIC o 111 MIN '`� 5 To ENCLOSE ALL z � � ' 0 p 0 ° 0 0° 0 0 0 000 ° 0 O o 0 0 DRAIN ROCK Q o 0 0 0 o O o 0 00 0 0 0 AT CB BASIN Q � � ELEV 94.85 m 11.5'x10' RAISED WITH CRAWL SPACE RAISED WITH CRAWL SPACE PVC cRoss 2" cLR VOLUME OF GRAVEL BED NOTE: WATER RETENTION CAPACITY OF BED IS 5' WIDE X 23' LONG X 3' HIGH CONCEPTUAL PERIMETER FOOTING CONCEPTUAL PERIMETER FOOTING LIMITED TO 32% OF TOTAL BED VOLUME. 115 CUBIC FEET O CLEARANCE FROM ADJACENT SOIL CLEARANCE FROM ADJACENT CONCRETE a SHALLOW GRAVEL BASIN SEE STR. & ARCH. PLANS SCALE N.T.S SEE STR. & ARCH. PLANS SCALE N.T.s 2 GRASS SWALE DETAIL(SIDE YARD) SCALE N.T.S 3 SCALE N.T.s 4 Q � — Q 2 4„ �6' 1" I TABLE "A" 1 - w- VARIES EHg ential 12' - 18' Max(10' TYPICAL)Paver-nent TIU5il �� IE Density 24' - 32' Max SIDEWALK 6" i-2" ar varlab{e witlh gutter 6" 4 -6 dential R=1/2 6 R-12 ° � STANDARD 4"P.C.C.RESIDENTIAL ° 12- ',�T CURB&GUTTER 5"P.C.C.COMMERCIAL&INDUSTRIAL / d d p (" ) SCORE MARK /2/ c,p o f-1.5%cross sloe 1%Max I� / a d d a C)� - ° o° a o 00 o° //7,\7/ 1V'� d ° °O Q��p -�o p Q o Q O� _ aoo o Opoo oO000 op0�r��o PARK STRIP 4" Class II Agg, base o°• o� 0 A55 II AGGREGATE BASE A 1-6 A2-6 ITH A 90%RELATIVE \ 4" CLASS II AGGREGATE BA COMPACTION WITH A 95%RELATIVE CON JOINT CONSTRUCTION \ 6 — 6" 1 1 24" I COMPACTION00 MONOLITHIC SIDEWALK \ / Li 8" 'Y aR=1/ a d VARIES ( � W g" (10' TYPICAL) / O > t�2a ° _ or variable / — 1 4" A 6" c r WEAKENED PLANE %4 - t ° ° / PARK STRIP 4 P.C.C.RESIDENTIAL ARIE5 JOINT OR CUTd 4Rq 1 2° 4o STANDARD 5"P.C.C.COMMERCIAL&INDUSTRIA pJOINT 1/8" WIDE, � �d R=1 ° d a CURB&GUTTER f-1.5% cross slope(2%Max)� 'L 2" DEEP ON 8' O.C. , n V 1d0 a.o ° o 04`oQo 11\\��\��I \\/�\\�1/�\�° o d / / �� _l 0 � Q i�l 1-C) O a" .< O:a• o0oQ4" Class II Agg. base o • \4" CLA55 II AGGREGATE BASE NOTES: O o AZ-$ ° ��Q 1NITH A 90%RELATIVE •:; 1. All driveway widths are subject to City approval. Q L—hOMPACTION2. Score marks not to exceed 4'-0" o.C. Use LLBO.0. 12" 24" 4" CLA55 II AGGREGATE BASE mechanical separator at every other score mark. Il t/R=0.08 =0.0+'3 � WITH A 95%RELATIVE3 COMPACTION 3. Finish to be light broom. Q � 0.33' 4. Sidewalk to be replaced when new driveway is , Level e _ _ 2 placed. /TABLE �'' SDETACHED SIDEWALK 5. Edge of driveway shall be a minimum of 4'R=1/2'd 12 - from property line.� zII ° ° 0 T NOTES: 6. Cross slope shall be 1.5%. In no case shall crossW1CYPE DIKE) o o ° _ w Width slope exceed 2%,. Q LO Q " 1. Cross slope shall be 1.5% (in no case shall cross slope exceed 2%) 2' Q ass Il Agg. base p p 6" W/2 � W/�2 4.5' or greater 6" commercial or industrial w/ e Pavement to be ~' 2. Driveway concrete thickness: Residential - 5". Commercial and Industrial - 6" w/ #1 p p p ° #4 Rebar 18" o.h both ways y Dee score Dee score Cross slope: 1.5% - �� E 6" rebar 18" O.C. both ways. flush with lip of or cold ��2% Max v 3. One pound of dispersing black shall be mixed with each cubic and of concrete at the gutter joint 5" residential CD 6 _ _.,. p p 9 Y -5/8 " Lip - -, batch plant. , a _ �r- " R=1 C' .' T o 0 0 0 6' 3�4" C ry 4. Sidewalk_, curbs and gutters shall be Class "A" (6 sacks per cubic yard) as per Standard o� ono ���o0 6" R=1/ " —1 �/4" ° Specification and shall attain a strength 3,000 p.s.i. in 28 days. a o o a a 0 0 * 4" Class II Agg. 5. Sidewalk finish shall be light broom. a o - �, o00 0 //� base material / I I x to 1 2'" r/�/�\%�\�'�� with a 195% relative Epoxy to p. y /�� %//.✓' compaction Ex. Surface U Ex. Surface 2" longitudinal bar RUDED CURB /2" dowel, minimum A.C. DIKE 8" length, 4' spacin SIDEVIIALIK DETAILS 143-fiR A3tl6i® SECTIION A - A A3-6 -- — REVISED 6/2016 STANDARD CURB SECTIONS — C DRIVE-MAY DETAIL - IDETACHEED ,SIDIEWALK CITY OF CUPERTINO RtV c_U 3 j1 APPROVED BY: DATE: la 2`�' G� 1-19 REVISED 2/2020 STANDARD DETAILS DATE DESCRIPTION Ciily Engineer CITY OF CUPERTINO APPROVED BYE ATE: -1� CITY OF CUPERTINO APPROVED BY: �' _ DATE: 5/1/2020 1--20 STANDARD DETAILS CIT SIN `.� �ARD DETAILS �TY ��— JOB No. 21029 SCALE: AS SHOWN DRAWN BY: YC CHECKED BY: SH '*pF SSIONq� DATE: 09/23/21 A HOFF SHEET * C58998 C 2 qTF OF CAS-\F OF 8 SHEETS C mm.u.na_�.lapm-en-.LDLe.pa_r_tm.e-n• Planning Division - Cupertino CUPERTINO APPROVED Case # R-2021 -023 NOTATIONS z Application Number(s) w COORDINATE WITH PG&E, CABLE, TELEPHONE � LiN � Q UTILITIES FOR NEW SERVICES. UNDERGROUND ALL o ^o Ld Approval Body: Planning Commission 1 J z � pp UTILITIES. ADJUST EXISTING UTILITY BOXES TO z CD rn Q A royal Date 07 07 22 GRADE. (n w SignaturE Brianne / Harkoushi&agP1 SLOPE GROUND AWAY FROM FOUNDATION ® 5% MIN z j rn Q ON SOIL AND © 2% MIN ON CONCRETE FOR FIRST Q U N Q m 5 FEET. U Cn XO u Li- _ INSTALL SPLASH BLOCKS AT ALL DOWNSPOUTS O m _ o F 6ti�o O WHICH DO NOT DISCHARGE TO HARDSCAPE OR ARE 0 O ° o NOT CONNECTED TO THE DRAINAGE SYSTEM. z > coo z COORDINATE WITH WATER COMPANY FOR NEW Q Co rn CD > 5 WATER SERVICE AND METER REPLACEMENT IF C N W 5 REQUIRED PER ARCH. AND PLUMBING PLANS. (n -� Q ��°oo0 5o REMOVE EXISTING TREE Q J y g O SEWER SERVICE m � . 0 6 gti`°� ono °o NEW 4" PVC SCH 40 (SDR 35 OR BETTER) SEWER o° LATERAL ® 2%MIN. EXISTING CLEAN OUT NOT FOUND AT TIME OF SURVEY. CONTRACTOR TO LOCATE EXISTING LATERAL AND CLEAN-OUT AND EXTEND LATERAL FROM PROPERTY LINE TO HOUSE PER O C� ` 44 / SCALE 1 =1 O' CUPERTINO SANITARY SEWER DISTRICT REQUIREMENTS AND DETAILS. O E 0 A o`°° +ova° INSTALL NEW CLEAN-OUT AT PROPERTY LINE PER CUPERTINO SANITARY o �/ y0 � FG 101.90 RIM 101.85 DISTRICT REQUIREMENTS. OBTAIN SEPARATE PERMIT FROM CUPERTINO O` o`' ``�FG 101.55 ,6g'9� �� M„Lt,6V.9SN SANITARY SEWER DISTRICT FOR ALL SEWER WORK. INV 99.10 - - � �o`Z1�4 30N3SWALE9 SWALE qq, 00 � �c� qq atiy Cn 2 W3Sb3 301T�'� cnl a 8 ,S z ° CUPERTINO SANITARY DISTRICT FINAL (CCTV) INSPECTION AND APPROVAL OO ` 5%� z � z � FL 101.85 o FL 101.50-6 g OF THE NEW PROPERTY LINE CLEANOUT, POINT OF CONNECTION, AND U o��o� / c� �`� /,,�° \���� MIN" FG 101.95 FL 101.80 DISTRICT LATERAL IS REQUIRED PRIOR TO CLEARANCE FOR CITY OF FG 101.80 NEW ELECTRIC METE �° 2% CUPERTINO 71 _b ^�� �d O MIN MIN Q c, o Q \° } o� o O7 NEW ON-SITE RETENTION BASIN SEE DETAIL❑4 ON Q SHEET C2 m 8 SWALE SEE DETAIL EON ON SHEET C2 9O PROTECT EXISTING STREET TREE ALONG EAST 28 N4 SD CAS=1.0% ESTATES DRIVE o\FG 101yj,.28,6 oti°� 8 �u °° `° ati°� FG 101.88 0 f 4� �o\ AD 6� 9 °6 �1, O 2 O ti RIM 101.30 O 9 5%; Qp wINV 98.8 °o�+ C �MIN DOOR 2 FG 101.28 MIN 2%� ° W z Li o MINA � NI FG 101.35 O3 FL 101.20 0 Q > OiF,�' 4.1 O 30N33 OOM,9 I Q J o NEW HOUSE D z LC) �' I Q � � o � � I Q + / EX. WATER METER 4+ C, o "� 0 1P ,S S SSC0 32'N6"SD OS=1.0% LW °�' � O U �� '` �2g'OVA, REAR F 100.93 N /N SS FS 101.95 o .. e6 6 2 STEPS 1 STEP -AD z Lt_ a� o 6 ��i�g 5% ao 5% in RIM 100.78 tp / 96�0�� 66 �'°° MIN MIN >< INV 98.50 Q U � z 41 63 + r - U �` ° o oo` FG 101.00 mHIGH POINT �`'AFL o 00.91 0 � z 61 ,I, z c� W FRONT Ln Q MIN FS 102.90 a FS 101.55 �o rn °4o° Q + + + D cn 2 Q$ N VFS 101.51� . "FS 101.510° 5� FL 100.67 0 U p 0Z=� ° FG 101.10 z Ol Q I� U, MIN 2% 0 oo` °�o� lot z1� IN °* �"o ` ji, :' : ' ;;:.1b) 27'N6"SD CAS=1.5% AD oo °o` SHALLOW GRAVEL BASIN \ ° :2'.� ,5 -3%' RIM 100.40 (a�wnssV) 6� oo L- n��3 / 0 9 d ` o � N6 SD INV 98.10 WI�J HAGS �� t 10 x11.5 X3 : 28 . 6 RIM 100.00 /� FS 99.94f• �i2�b'W HON18 IlIS o� /� g66 oy 0000� INV 97.20001 '•MATCH EX. BOW 111ZOATCH S 99.86f EX. BOW- FS100.Ot 96 «L. ' ' N' C.4 JIS 'ONO �6 : 2� X y., �66 Z(r' .D 04: ..... 6e 1i�dM3aIS '0N00 MATCH EX. BOW- MATCH EX. BOW o .I F, x o \0 6 LO�VO 0° �� �\ �66 � �0 6 �6. ..:��I�ie ••: c�\ L6 [HEYWONS °° ' os �60 o FS 100.0f ° �6lo 66 o� DATE DESCRIPTION \10 �� o MATCH EX. FS 99.9f �- °� add M/0 o �` MATCH EX.' 0 12 X12" AC LIFT 6 as _ NEW STREET TREE 6�0 12"X12" ° i° _HN . rn coo, rn-H-H ° TO BE INSTALLED rn +I+I w corn x r ` .� .>< �M AC LIFT rno ��w � rn0)w M0)rnW BY CITY coo rnrn= Iix�+ 02��Is __+ 11 c� +c� 0 H 21029 IJiH N WWI NWW� NXXa aS Q (IS 1,�656 O 1 REMOVE EX. DRIVEWAY Q >Xx � w w JOB N0. �� �d�o AND CONSTRUCT MEW CITY N wwm 1.5 16 1.5 STANDARD CURB,GUTTER CONSTRUCT NEW 16' SCALE. AS SHOWN AND SIDEWALK PER + + - - - - - - DRAWN BY: YC o° �+ DETAIL 1-16 &_1-19 01c DRIVEWAY PER CITY 66 06 66 ��� 00+00 ti 0+50 �� 1+00 ti6 STANDARD DETAIL 1-20 �� o� �,Ls'ot CHECKED BY: SH 1+43.96 oO��SS �+ S SS SS SS SS - SS SS g SS ` SS SS SS SS SS SS - DATE: 09/23 21 3AIua amo=1 =1113 � Q�OFESS IONq� j HOFF Ff" SHEET * C58998 C 3 qTF OF C AOF OF 8 SHEETS C mmunotv Development Planning Division - Cupertino CUPERTINO APPROVED %1 CUPER T l NO SA N l 7 A F'Y D l S 7R / C T 0 Case # R- -$2-3 SANITARY LID. SEE NOTE 3 CUPERT� VC DISTRICT icationNumber(s) � � 5' MAX GRADE'. I- Lw N O Approva Body,f Planning Commission I z Q LIJ Approva Date 07/07/22 CUPERTINO SANITARY DISTRICT ; 0 In 00 Of SANITARY, NOTES 12. The Developer and General Contractor shall be responsible for the prevention of construction debris z Signatur Brianne entering the existing sanitary sewer system due to the construction activities associated with this i cf) w p O Q Harka er project and the Developer and Contractor shall pay all coasts associated with the release of i z J Q. a shall be constructed in accordance with these plans, the current Cupertino Sanitary District I j rn Q tr consuction debris into the existing sanitary sewer system due to the construction activities I N p X m Standard Specifications and Construction Details, and be installed in accordance with I 0 U ' Q Manufacturers associated with this project.requirements and specifications. I REMOVABLE 'THREADED U X p W 1, � m 13. The Developer and General Contractor shall be responsible for the prevention of a sewage spill I CAP PVC SDR26 Cn O U All work shall comply with all current local, state and federal requirements. I � associated the Contractors activities and shall pay all costs associated with the release of sewage O = O �3. All excavation, backfiill, and pavement section within street right-of-way shall be done in accordance into surface dlrainage system and downstream surface ti�rlters, i i O C) O with the requirements of the Engineer of the Public Agency having jurisdiction and District Standard u, I I SET CHRIST`f BOX ON w O q g g Y 9 J 14. Utility Notification: o TOP OF BRICKS LAID z Z Specifications and Details. In case of conflict between Public Agency and District, Agency's w I I RADIALLY OFt s xs OF Q U I requirements shall take precedence. a. Underground Service Alert 800-227-2600 o LLi I I 3/4" CRUSHED ROCK O > LLI 4. Agency's Encroachment Permits shall be obtained and a copy shall be on the job during b. Storm Drains -City w Q z: VERTICAL RISER 0 N W construction. o W ` Z ^ I c. Sanitary Sewers -Cupertino Sanitary District � m LD LL� � � >_ Q � 00 5. Fill material shall be compacted to a minimum of two and one half (2.5) feel: above the top of pipe z o �; 1/8 BEND 3/4" CRUSHED ANGULAR J O 14. Contractor shall pothole and verify location and depth of all Existing utilities crossing new sewer - I I ROCK. SEE NOTE s Q elevation by methods that will not damage the pipe or two (2) slurry mix. Fill material must attain a I main or lateral construction. - z 0: I I minimum of ninety five percent (95%) relative compaction in pavement areas in accordance with the o V. 4s• WYE - State of California Standard Specifications. 15, All Sanitary Sewer Pipes shall be PVC-SDR26 or approved equal, unless otherwise specified by the � � �� E Z P o- y PLAIN END MISSION CLAY ARC District Engineer. U.1 at PVC SDR26 SHIELDED" FERNCO >. The District Engineer shall be notified two (2) working days in advance of startingconstruction, w TYP - �� t "SHEAR RING" COUPLING, 20,863 Stevens Creek Boulevard, Suite 100, Cupertino, CA 95014 (408) 253-7071. At that time, I 16. Access for pedestrians and vehicles shall be provided at all times unless approved in writing by the TYP. traffic plans, encroachment permits and the sewer diversion plans shall be submitted to the District District Engineer. Engineer. Sewer diversion lane shall include sewac e bypass and emergency lens. Work shall not ' CUT EXISTING LATERAL 9 IP til YP 9 y P 17. Sanitary Sewer Manholes, Flushing Inlets and Cleanauts shall be marked with "SANITARY" or - AND I NSTALI. ONE �IVAY O begin until the District Engineer has provided written acceptance of these plans. "SANITARY,SEWER". � �� ' CLEANOUT 7. One 1 sanitary sewer lateral shall be installed for each lot, residential unit or building with a clean- mK o o s" TYP O Y 9 18. At the Developer/General Contractor'.. expense, Closed Circuit: Video Inspection of mains, laterals � _ � � EXISTING PVC OR VCP out. Location of lateral and property corners to be staked in field at the same time the sewer Train and property line clean-outs is required. When the use of an existing lateral is proposed, an ) � o is staked for construction. Laterals shall not be laid on less than two percent (2%) grade and shall additional video inspection is required prior to construction to verify that it meets the current District - ___ __ __ - -- - _. have a minimum cover of four and one half (4.5) feet at property line or edge of sanitary sewer Standards. Engineer. Laterals shall of beextend d (beyond and street right of'-way when edor sanitary sewer Approval of these plans by Cupertino Sanitary District does not relieve the Developer/General Contractor �' TO MAIN Q deeper be ( ) Y District easement line until the main has been tested. Lateral sewers constructed outside of the public of the responsibility for the correction of mistakes, errors, or omissions. If, during the course of 0 � street or Cupertino Sanitary District Easement shall be constructed in accordance with the construction of the sanitary sewers the public interest requires a modification of, or a departure from the y �- o requirements of, and shall be inspected by the City Building Department. District Specifications and/or Details, the District Engineer shall have the authority to require such -D 8. Existing laterals to be abandoned (or not used) shall be removed to the wye, capped and concrete i modifications or departure and to specify the manner in which the modifications or departure is to be 1 . ALL PI PING SHALL BE PVC SDR26 . FITTINGS SHALL BE PVC SDR35 . - collar minimum of 6" all around. done. 2. ALL CLEANOUT BOXES SHALL BE: BE CHR I STY CONCRETE PRODUCTS MANUFACTURED Q 9. The Conti BY OLDCASTLE PRECAST, INC. .. actor performing work on the sanitary sewers shall be required to register with the District and provide insurance as specified in Sections 1.39 and 1.40 of the District's Standard 4" RISER 6" RISER Im Specifications. 10. The Developer and General Contractor shall be responsible for NON-TRAFFIC TRAFFIC NON-TRAFFIC TRAFF I C p p protection of all existing improvements including existing sanitary sewer facilities that are to remain and if damaged during I rL OX F08 GOE T F08 G08T construction of the proposed improvements, shall be repaired to the satisfaction of the Cupertino Sanitary District and other affected agencies. I I D F08C G05CT F08C G05CT 11. Channels of all District manholes within the construction area shall be protected by plywood covers, I 3. LIDS SHALL BE MARKED "SEWER;" placed in the manholes and manhole castings shall be adjusted to final grade in accordance with 4. STAMP OR GRIND FACE OF CURB WITH "S" WHERE LATERAL PASSES UNDER CURB, � the Standard Specifications of the Cupertino Sanitarl District or as directed by the District Engineer. IF NOT PRESENT j 5. 1/8 BEND MAYBE PART OF 45° WYE IF APPROVED BY DISTRICT U 6. BEDDING MATERIAL SHALL FOLLOW CUSD STANDARD SPECIFICATIONS SECTION 3. 17 FILE N0. �, FILE N0. DETAILIB PROPERTY L I NE CLEANOUT ON EXISTING LATERAL DETAIL 9 SP-24E3 >ANITARY S� WER NOTES FDEILI2A SP-248 SANITARY SEWER NOTES 1 2 _..........._.._.._____. _ _ _- _ _ __._...._.__.. _.__....._........._....................... DR. BY: DATE: CK. Bl': DATE: - DR. BY: DATE: CN;. BY:_..._...._.___DATE: _._...._.._..._............... r - _._..___._.___..... DR. BY: DATE; CK. BY: DATE: ED 08/30/2017 _Q 10/20/2017 APPROVED. BY. d : 10/25/2017 W �t '� DATE I I TN 06/01/14 Jc 06/03/14 i APPROVED. BY: DATE: 06,/04/14 TN 06/Ot/14 JC OE>/03/14 APPROVED. BY: ? DATE: 06/04/14 n W Nt ISM► < CUPER T l NO SA l 7 Ah Y D l S 7 R I C T - < 0 0 0-)- I � z o Q � Q � ' � N U R EEXTENDABLEv n J 0 BACKFLOW VALVE I� rnrnI ACCESS CAP z 0 LU_ V J 0 I z c0 z I FINISHED GRADE I I z LIJ N � w I � �, � -- Q D Ln Q SEE DETAIL U Q0 L 9 FOR �y U VALVE BOX LL_ I NIFoRMAT I ON CD V17RT I CAL RISER SEE DETAIL 7 & 9 -� EXTENDDABLBACKFLaWVALVE J FOR CLIEANOUT - Q I- I_L-I FL OW 4' TYP, UNLESS �6" MIN RR E W�a�O N Is OTHERWISE APPROVED 3/4" CRRUSHED DATE DESCRIPTION ROCK HBN21029 NQZE5L SCALE: AS SHOWN 1 . A BACKFLOW PREVENTER DEVICE: IS REQUIRED WHEN THE ELEVATION OF 'THE LOWEST FINISHED FLOOR WITH PLUMBING IS LESS THAN 12" ABOVE THE NEAREST DRAWN BY: YC UPSTREAM MANHOLE OR FLUSH I NIG INLET CHECKED BY: SH 2. ALL CLEANOUTS AND BACKFLOW DEVICES ARE TO BE MAINTAINED BY PROPERTY OWNER DATE: 09/23/21 3. ALL BACKFLOW DEVICES ARE TO BE ACCESSIBLE FOR LATERAL SEWER MAINTENANCE Q�pfESSIONq/ 4. PLACARD SHALL BE PLACED IN THE UPSTREAM CLEANOUT BOX CLOSEST TO THE HOUSE WARNING PLUMBERS OF THE EXTENDABLE BACKWATER VALVE ; 5` 5. VALVE AND CLEANOUT ACCESS BOX SHALL BE CHR II STY G05 OR APPROVED EQUAL . , SHEET SEE NOTE 2 ON DETAIL 9 * C58998 BACKFLOW PREVIE14TER CIElilCE DETAIL 10 s�9T 01w, C��,� DR. BY: DATE: CK. BY: DATE: OF ao� ED 08/30/2017 1Q 10/20/2017I PROVED. BY: �t G"o�y DATE: 10/25/2017 OF 8 SHEETS C Inan--vunity Devet pint-D-e xt-m.enl Planning Division - Cupertino CUPERTINO APPROVEDIn Case # R-2021 -023 z C/) Ln Application Number(s) W Lij Approval Body: Planning Commission z o CD Approva I Date 07/07/22 0 LO00, z M 0 Q SignaturE Brlanne z J Harkoush is -ger O � N oa Q m U � X � LL- w 0 O C)6ti C) o, O C) o ~ z Ld> � � � z z Of Q � ° rn C N W �1L�061,o��S O C Q 00 O Lti°0 00 Q � y 9 m Z 60 6 O +� o °` SCALE 1 "=10' a V 6 ' AD�' � FG 101.90 RIM 101.85 O o � ` o ';FG 101.55 ° �° ,69.9� I��o M„L1V,6-V.29N INV Q 99.10 .off .N,o�z �4 30N3SWALE9�x �\, SWALE - �,� atiyCV g cn(�)21W3S`d3 z �q 30( z910, 8 8 5 O A FL 101.85 ° FL10150 � 5% .o- . O� MIN+ °� / 101.9ME5 FL 101.80�yc ��o d FG 101 NEW ELECTRIC METE 5% T O MIN _MIN INSTALL TEMPORARY STRAW ROLLS AROUND THE PERIMETER FOR EROSION CONTROL . o 00 SEE DETAIL 0 SHEET C6 m y 0 otio ti o� 8 D 101.28> O r v�v O� fTl /-6 � °� atiFG 101.88/ AD 6 0 ti� 2 �, 2 O � RIM 101.30 ) 9 5% CA 98.8 �+ 2 _ MIN 5% o FG .101.28 MIN 2%,�/ W oo M I N z LIj T'� S FG 101.35 O3 FL 101.20 Q > OiF.� <qT O 3ON33 OOM,9 I Q MqN QoN SSOO S` NEW HOUSE r- Z I`� Lo FF=102.95 Q I Q EX. WATER METER S ti� N o SSO 0 + 4, oo @ F�, SS O _32 -6 SD @S=1.0� U 00� 10 n= S� O O N X11 ' o \2gMiVO�S REAR F5 100.93 2 STEPS FS 101.95 1 STEP o AD C z � I 6 z LL 0-) O 6. O� 0 ��i�go 5% oo 5 ° RIM 100.78 6g 0o MIN MIN D INV 98.50 Q U z r /�° °° oo�+ FG 101.00 'HIGH POINT U �i / y / �� °� m F�0100.91 O z 05 V z - N LLw FRONT � O MIN FS 102.90 FS 10 Q 1.55 �o r� 6�0°� + + LIJ U O O3 $ � � °° 5� FL 100.67 INLET PROTECTIONOro W 17 017=1 cn FS 101.51•• •FS 101.51' 0.0Z=�] �° FG 101.10 2� : • MIN - SEE DETAIL „OL L S L L=0 0� oo� °� INLET P �0� "'-z MIN SHEET C6 a o �d SEE DET L r: •• , �' .:' , 27 N6 SD @S=1.5� SHEET C � iA AD 01 o� SHALLOW GRAVEL BASIN O \ ° �2 � ; =3%. ° RIM 100.40 (a3hnss ') 617.00 L=•A3�3 / 0 90 °� °o >, : 28'N6 SID INV 98.10 WI�I HWaS � °�� � 10 x11.5 X3 •• ,• • .•: / �� 6 RIM 100.00 FS 99.94E >Q1VW HON39 3ilS o� ti66 vy 000` INV 97.26 001 MATCH EX. BOW FS 99.86E MATCH EX. BOW- - - - - 6 FS 100.1E •� �,���.�'•�►iv: .�' FS 100.0E g66 «L• ��, • �;N.• .. ��6 �46 .]IS 'ONO Cn p • z'(n D 66 Cn -cn• ,D,�,= 66 >flVM301S 'ONOO 6 � MATCH EX. BOW - �2 X: MATCH EX. BOW O� �6°o` oS�g° �� as 66 6�6 6 °b6 6 � INSTALL TEMP. STABILIZED �6 o �� ti 6� 9� FS 100.Of �� o d M/a DATE DESCRIPTION o �`� �`� �� MP C HgEX.�'/ ��� CONSTRUCTION ENTRANCE PER MATCH EX. o �s 66 6 �,, 5 .xORia 6 +off DETAIL SHT. C6 12"X12" AC LIFT (010 6 6 Wo N +I N \:6 �ti 6 as -NEW STREET ^TREE 6� 12 X12 ' ° 10, °�° N rn co �_ rn o, PROTECTION AT NEAREST TO BE INSTALLED � -H-H AC LIFT o �o�w o6 � � w �;�6; w DOWNSTREAM INLET BY CITY as MO-)w- as _ + �Il°j= ± II °i = + ai � = SEE DETAIL �+ +00 rn°�_ �� 0I-j ups --Q �_�"� SHEET C6 p O 0�u < XXa � X X-Q -- as - X�X Q- �6� 66�os JOB No. 21029 91 REMOVE EX. DRIVEWAY Q Q cn ww� Cn w w � c� W W � as as h (IS y � AND CONSTRUCT MEW CITY � w w� 1.5' 16' 1.5' STANDARD CURB,GUTTER CONSTRUCT NEW 16' SCALE: AS SHOWN o - + - + AND SIDEWALK PER -+ + - + - - - - DRAWN BY: YC o° o� o` DETAIL 1-16 & 1-19 0 66 DRIVEWAY PER CITY 66 66 66 0+00 titi° 0+50 ��0 �v 1+00 ti6 STANDARD DETAIL 1-20° �0 64 �,L9'Ol CHECKED BY: SH 1+43.96 S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS C S�°���• fi 00�9�° � g; SS „8 ��r�� DATE: 09 23 21 3AIua auo=i =inog�ti66�c,S Q�OFESSlO�i� / Y`yGp�A HOFF Fyc SHEET �� o� * C58998 qTF C5 OF CA��F��� OF 8 SHEETS C y Development Department Planning Division — Cupertino CUPERTINO APPRo�LDNERAL EROSION AND SEDIMENT CONTROL NOTES Sediment M, Case # R-2021 -023Roll Sedimen LO 1 Contractor Uwner: Slope Roll SILT SACK OR EQUAL Application Numk)er(s) anes Z It shall be the owner's responsibility to maintain control of the entire construction �� Finished w p y UNPAVED GROUND � c� O Approval Body: Planning Commissiorbperation and to keep the entire site in compliance with the soil erosion control c 3" . Grade J z o -'I- W STRAW ROLL z 0Lo o Q Approval Date 07/07/22 measures. E (� w Of Signatur Brianne \ Z_ �Iivil Engineer Bay Land Consulting, 2005 De La Cruz Blvd. Ste 230, Santa Clara, CA Ph: \\ \ \ d � Z a HarkouslTa-ger % — 408-296-6000. �\ \ take — N o x = c \ \ 0 U � Q m 3. Construction Superintendent: .E wood stakes \ \/ 2" DIA WEEP HOLE MIRAFI 2000 FILTER FABRIC U O 0 w = Contractor: max 40' \ \ ALL FOUR SIDES 0 m _ o L7 spacing w o 6. Owner/contractor shall be responsible for monitoring erosion and sediment control ENTRENCHMENT DETAIL ENTRENCHMENT DETAIL z > v I Z measures prior, during, and after storm events. Q D co > IN SLOPE AREA IN FLAT AREA v) � N w 7. Reasonable care shall be taken when hauling any earth, sand, gravel, stone, debris, paper ON—SITE N.T.S. ON—SITE N.T.S. SECTI ON I P U - 1 z (n U)or any other substance over any public street, alley or other public place. Should any Q 00 NOT TO SCALE � J O blow, spill, or track over and upon said public or adjacent private property, immediate remedy shall occur. NOTES: FOLLOW MANUFACTURER'S RECOMENDATIONS FOR INSTALLATION. IN GENERAL, THESE WILL BE AS FOLLOW: m 8. Sanitary facilities shall be maintained on the site. 1. FINE GRADE THE SUBGRADE BY HAND DRESSING WHERE NECESSARY TO REMOVE LOCAL DEVIATIONS AND TO REMOVE LARGER STONES OR DEBRIS THAT WILL INHIBIT INTIMATE CONTACT OF THE FIBER 9. During the rainy season, all paved areas shall be kept clear of earth material and debris. ROLL WITH THE SUBGRADE. j/ j/ MIRAFI 2000 FILTER The site shall be maintained so as to minimize sediment laden runoff to any storm 2. PRIOR TO ROLL INSTALLATION, CONTOUR A CONCAVE KEY TRENCH 2 TO 4 INCHES DEEP ALONG THE FABRIC UNDER GRATE drainage system, including existing drainage swales and water courses. PROPOSED INSTALLATION ROUTE. 3. SOIL EXCAVATION IN TRENCHING SHOULD BE PLACED ON THE UPHILL OR FLOW SIDE OF THE ROLL TO 10. Construction operations shall be carried out in such a manner that erosion and water PREVENT WATER FROM UNDERCUTTING THE ROLL. P U — 1 ' %/ � . P U — 1 U pollution will be minimized. State and local laws concerning pollution abatement shall be 4. PLACE FIBER ROLLS INTO THE KEY TRENCH AND STAKE ON BOTH SIDES OF THE ROLL WITHIN 6 FEET jj/ /j complied with. OF EACH END AND THEN 3-5 FEET WITH 1"X2" STAKES OR AS SUGGESTED BY MANUFACTURER. //j 4 j/ Q 5. STAKES ARE TYPICAL DRIVEN IN ON ALTERNATING SIDES OF THE ROLL. WHEN MORE THAN ONE FIBER �/* j/ 11. Contractor shall provide dust control as required by the appropriate federal, state and ROLL IS PLACED IN A ROW, THE ROLLS SHOULD BE ABBUTTED SECURELY TO ONE ANOTHER TO j% o . j/ o local agency requirements. PROVIDE A TIGHT JOINT, NOT OVERLAPPED. ) 6. ON SLOPES PLACE ROLL TO FOLLOW CONTOUR AS CLOSELY AS POSSIBLE. CURVE ENDS UPHILL AT EROSION AND SEDIMENT CONTROL MEASURES THE ENDS. / 7. REPAIR OF REPLACE SPILT, TORN, UNRAVELING OR SLUMPING FIBER ROLLS. .// �^ ° d j/ URB 8. INSPECT FIBER ROLLS WHEN RAIN IS FORECAST, FOLLOWING RAIN EVENTS AND AT LEAST DAILY 1. The facilities shown on this plan are designed to control erosion and sediment during the DURING PROLONGED RAINFALL. PERFORM REQUIRED MAINTENANCE. STRAW ROLL /j j jj j j QO rainy season, October 15 to April 15. Facilities are to be operable prior to October 1 of /j/ any year. Grading operations during the rainy season which leave denuded slopes shall be protected with erosion control measures immediately following grading on the slopes. FIBER ROLLS During the non—rainy season Best Management Practices (BMPs) must be implemented during construction which includes, but is not limited to: stabilized construction entrance, tire wash area and inlet protection. SCALE: NTS 3. Construction entrances shall be installed prior to commencement of grading. All INLET PROTECTION IN UNPAVED AREAS 2 construction traffic entering onto the paved roads must cross the stabilized construction entrance ways. (Also include this note on grading plans.) CATCH BASIN GRATE W/ INLET FILTER 4. Contractor shall maintain stabilized entrance at each vehicle access point to existing (f� paved streets. Any mud or debris tracked onto public streets shall be removed daily and as required by the City. J Ld DOOO Q > O00 FILTER Q Q — 0 5. If hydroseeding is not used or is not effective by 10/10, then other immediate methods O I I 8 MIN I— I� shall be implemented, such as Erosion control Blankets or a three—step application of 00 Z Ll� I`� Lo P P PP O O 50 MINIMUM MUM - O i o O 1 seed mulch fertilizer 2 blown straw 3 tackifier and mulch. O EXISTING � 0 GROUND � I 6. Inlet protection shall be installed at open inlets to prevent sediment from entering the CATCH J C) Q storm drain system. Inlets not used in conjunction with erosion control are to be BASIN 0 � U 0 0 0 0 0 0 0 0 0 0 0 o N blocked to prevent entry of sediment. < . — C) � 0 I ^ NOTES: Q 7. Lots with houses under construction will not be hydroseeded. Erosion protection for each BRING THE DISTURBED AREA TO THE GRADE OF CATCH BASIN INLET FILTER °.: 4" — 6" FRACTURED ROCK Z Z LL 0 lot with a house under construction shall conform to the Typical Lot Erosion Control THE DROP INLET AND SMOOTH AND COMPACT IT. SLOPE TO DRAIN (TYP) Q 0 Z Detail shown on this sheet. APPROXIMATELY STABILIZE ALL BARE AREAS INSTALLATION AROUND THE INLET. REMOVE DRAIN GRATE SECTION U U 8. This erosion and sediment control Ian may not cover all the situations that may arise NOT TO SCALE 0 p y y PROPERLY DISPOSE OF ACCUMULATED SEDIMENT INSERT CATCH BASIN FILTER INTO z 2: N z W during construction due to unanticipated field conditions. Variations and additions may BASIN LEAVING 3" FLAP EXPOSED be made to this plan in the field. Notify the City Representative of any field changes. INSPECT ALL INLET PROTECTION DEVICES BEFORE 0 N a- a- AND AFTER RAINFALL EVENTS, AND WEEKLY REPLACE GRATE TO BASIN THEREBY U) Lo Q Maintenance Notes THROUGHOUT THE RAIN SEASON. DURING EXTENDED PINCHING FABRIC BETWEEN GRATE Q Q0 RAINFALL EVENTS, INSPECT INLET PROTECTION AND CATCH BASIN AND HOLDING 0 U DEVICES AT LEAST ONCE EVERY 24 HOURS. FILTER IN PLACE 0:� 1. Maintenance is to be performed as follows: L1J A. Repair damages caused by soil erosion or construction at the end of each working REMOVE ALL INLET PROTECTION DEVICES WITHIN INSPECTION AND MAINTENANCE day' THIRTY DAYS AFTER THE SITE IS STABILIZED, OR WHEN INLET PROTECTIONS IS NO LONGER INSPECT CATCH BASIN FILTERS 2 O ' EACH WAY ( TYP ) B. Swales shall be inspected periodically and maintained as needed. REQUIRED. WEEKLY AND AFTER EVERY RAIN C. Sediment traps, berms, and swales are to be inspected after each storm and EVENT repairs made as needed. D. Sediment shall be removed and sediment trap restored to its original dimensions EMPTY CATCH BASIN FILTERS WHEN when sediment has accumulated to a depth of 1 foot. FILTERS APPEAR TO BE HALF FULL Q E. Sediment removed from trap shall be deposited in a suitable area and in such a DISPOSE OF TRAPPED SEDIMENT IN Q manner that it will not erode. ACCORDANCE WITH LOCAL 0 0 F. Rills and gullies must be repaired. REQUIREMENTS Q:� o INIE V 0VOIAS 2. Sand bag inlet protection shall be cleaned out whenever sediment depth CLEAN AND REUSE INLET FILTERS OR (n DATE DESCRIPTION DISCARD AND REPLACE AS U� FRACTURED ROCK o is one half the height of one sand bag. NECESSARY Lij SLOPE TO DRAIN (TYP) 15' MIN U � I c� Jam, 3 0 MAX STORM DRAIN INLET PROTECTION (PUBLIC STREET) 4 Q J Q JOB No. 21029 SCALE: AS SHOWN DRAWN BY: YC STRAW ROL CHECKED BY: SH DATE: 09/23/21 Q�pFESS IONq� e", SHEET * C58998 C6 gTFOF CAE�F OF 8 SHEETS STABI LI ZED CONSTRUCTION ENTRANCE 3 C y Development Department Planning Division — Cupertino CUPERTiNO APPROVED I,-7 Case # R-2 21 -023 z C/) t`0 A ia,Iliwa,Lion�■ft1,�,n�l��rl� Doing The Job Right During ConFtruction W N O Approval Body: I ssion Doing the Job Right Roadwork Doing the Job Right :] taevar,�a5�excasamaferiad+rom Pre e n t' n g P o l I u do n ■ z Ln Q exposed-aggfegate conCrele or similar ■ LL.I Site Planning and Preventive Vehtcle Spill Cleanup ireslments info a scree!or storm drain Fresh Concrete General Business Practices ❑ Don't mix up more fresh concrete or � z O oefmat then you will use in a two-hour z L0 p0 General Business Practices C� � � Ap pro va 1 Date 7 q u I p m e n i Maintenance Collect and recycle.or d,gpo9e iv alit Mortar 0 Warn ou!concrele mixers only m dewgnated It s U P t o U s � IJ 0 Q Sin a t u r B I a� andU t?en rctl,ap and impinrriQrtl eenssianraeedrrrierrt area. and p g ❑ CTsai~up sp l!a immediately when Iftey contrd paaris for roadway embankments. ❑ Cow ataJr ❑ Maintain all vehicles and heavy equipmern happen � Rd+sa(espisah,aaara.,etc) wasfra:it areas to your yard,sway from•town ❑ Sex up and operate small maer5 on � � Hr Inspect f requenny far and repair leaks ng ❑ st rule e3xcavatson ana grading work dunng and other car,siruat nn rrtakertals vvlth drama and wa9reaywayea.where the vrater will large ar heavy plaSfiG drop dafha z J 00 7 Never hbSE dawn"dinyr pavemer!or �� ' dry weather plastic tarps Protect from rairdall and Application now,n14 a iemperary waste pi in a din area. n the Santa �2 I storm drains Q 0 Perform major maintenance.repair jabs.and im ClCho:*far and r ❑ When ck u construction.her a3hfi dx m ,sable wn'dii $whored fined s nave spa r leak,. praeverrt runoff with texnparary+toots ex Let water pefcr�lele through loll ono dispose of n9 P ay transport W a r ot I1'e C � IU l a c C f ' ' k 5 O U N O X " Rest Mann ement Practices for the n$equipment plastic sheets and harts seltletl,hardened concrete as aroa a art area . tdwiit wash ones orris � - Q vehicle and equipment washing off site where spilled lJse dry cleanup metatods � a3�SI ti�i3ft�gPrrleylt�f�Cf1C$$for 117E 9 B dirt cress.not down the dnvewa or into and� San n F ra fl C 15 C a Bay without treatment. � X � Best Management Practices for fife cleanup is easier. tabsurr�l materials cat Irrier and+ar Constfictron Industry ❑ Periorri mapf equipment repairs at designated ❑ Park paving mwhirtees over drip pans or Construction Industry Whenever pwrble reacyde washorl by Iris street or storm drain, Y � � � 0 LLI Construction Indust areas in your"intename yard,where pumping flack ir4D mixers for rinuye. U U tool whenever passible and Properly cleanup le easier.Avoid performing equipment cak h dri m when (cloth rags etc i to Storm water pollution IS a serious problem � m ❑ tf you rival drain and replace motgr olr.raldiatOr dispose of at7sartxYtt mstenois. Ga1t�.h dnpg when nor In use _ L� Wash out chutes onto dirt areas at site that too ❑ Protect appd,ealians of flesh d�ncrat8 Q O re�rsedc4n51,-W�o,sil for wildlife dependent on our waterways coolant.ar other fluids On Me.use drip pans or L] Clean up ell spills and leaks usinq'dryl' not flow da streets or drains. and molar from rainfall and runaaR until � � Q � U � O drop Goths to catch drips,and Ills.Coiled all ❑ When rW6eHng or when vahicbvequipment the maferdal has dried W O (' R P ❑ Sweep up solled dry materials maanteilance must be acne on she-aesi nale methods Iwilh atrsarbenl mwenals 7 Atwa s Mrs bath a and wet mstenais under and far fhe people w h C live near polluted > � p O sped t fluids.stcre,rt dapare31ec4rrldrs,and imimedlatel Nevi:r alter to-wash 0 andror ar digrer.�seve,and y Z y a locatlan awe from storm drains acid+;reeks rap), cover. rnlectrrd[rpm rainfall and runoff and ❑ Wash damn exposed aggregate s t re a m s o r b is n d S. Some Common U Properlywhenever r pose as hazardous waste(reacyde them away"with water oe burytham. y properly dinpase of carrfaminated soil 0. P wnt xeie:onl when The wash water can whenever possible). away from starts drains or waterways Prated Y Q � O L1 pa not use diesel ip to Tutu ale gquipmCrn J Golfed and recycle or appropriately (7)flow onto-a din area (2)drain onto a sources 0 f t h I s p o I l u I f0 it I n C l lJ fW spilled l� 'd 0 i i p Ycl Opp Rd y dry maleriais from wnrtd (n O � Usr as IaRla water a3 pass,ole far dust parts a dean equipment bermeed surface from wnich it can be +� dispose of excess ae3ras,ve g ravel of ❑ Secure bags fuel, and fluids LJ i d s f r fo!t'1 vehicles and heavy a v N ❑ i not use diesel ail to Iubrtcate equipment ]I 0 LIJ f7 control Ensure wafer used doesn't i ❑ Rpcyde used cal canexele briaKers aspihaTf etc sand fl of cement after they are open $e pumped and d,spaseu erF properly,at t0i Q 0 parts,or clean equipment Use only water for leave sJlt or dischsrga Ia storm drains. r whenever possible.or dispose of prvpedy sure to keep wind-blown cement powder sway be va�euumvd from a ealChrT ew er"ted equipment; construction debris; s e d I m e n# z � � any onsiie Cleaning ❑ Aveau pv onitr pitratlon by water#fuctrs from streets,gutters,storm drains,rainfall,and by bloe.ikfrtg a storm drain inlet.If Q 0 faraustcOnird created by erosion; landscaping runoff � o _ ❑ Clean up spills CM dirt areas by digging I runntt necessary divefi runufr wilh temporary J � ❑ Caner exposed fifth wheel 11rlCkles and other�pily During CvristruGtie>r; , � or greasy eequipmenT during rain events up and properly disposing of ❑ Do not use diesel fuel as a Iubncaril an berms Make sufe rurtoft does car reach containing P e S t I C i d e S or weed killers: and Q contaminated salt ❑ AshatklCancreke3 Removal Avoid paving and seal co�ting in wet weather. l} l carurete farms.loots,et trailers. 9uftws or 5iorm drains. materials such as used motor o h l, m of when rain rs forecast.to preve:fii fresh ] A, creating excess dust when - 1 ❑ When txrfaking up pavamenT.be safe to- ❑ Rap"srgoiiicantspillstoIhe maaleriala from cirtMacbngstdrmwaterrunoff antifreeze. and aint roducts that eo le � appropriate local&gild response breaking asphalt or aoYidBta pck upaaat the pieces and dispose ofp p p 0- agetic,aa immediately Best Mar[agfament Practices for the ❑ Cover am war cmchisl bena end manholes ! t After breaking upo4d paveniam.be sure p properly Rac�rciaiarpeehunkaof our ors l Into a street Or storm drain , when applying Beal coeL.Blurry seal Fog seal to raernove all chunks and piecas Make broken concrete at a landfiA R�Crews or Similar melevais. sure broken pavement does not mime rn Best Mana� lament Practices for tilt ❑ Never bury waste ma snaal Dig ose of Thirteen valley municipalities have joined ❑ If the Spur gases a 9igrnricant hazard fa + . g rY P f].mmiway skkwailkfparking kzt Oonstru Lion ❑ Pfeted-drain ways G ulrin earth dALIS, cartaect with rainfall or runoff. sma4 amounts of excess dry concrete, together With Santa Clara a r a Count and t h e human health and safety property or Y Y 9 y f� ]� Storm wager Pollution ems sand s,or airier ocintrolsto divert okr trap I • Masons and Ixickt8y$rt Storm Drain Pollution from Fresh tt+e enwmnmerkt,ytau must also capon it '�q eA ] When making saw cuts,use as little gram,a.'tid mortar In the trash Santa �la ra Valley Water District to Best Management Practices for the from Heavy Equipment on to the 5tsta Office of Emergency Seal tclef aantra=n and filter runoff. water as pnmli is $I1pye1 or vacuum • Sidewalk e;(lfeslrucudxa Crews Concrete and Modadr Applications � Services » � ❑ hi4+rtRr tlispase of washout anrp the Construction Sites Operat S Of grading equipment.,3aving sour-un slurry and remove tram the erne. educate local residents and businesses ri1WhiMS-dump trucks.concrete mixers Storm Drain 1 Pr)11tJtit7fl Laver or protect atorm drain Inlets • Patio construction workers strsat.storm drains.drasirsaQe ditrJl+es,kx • Vehicle end Sc}u�pmertt operlirtars Fresh concrete and Centsrn�raelaled mortars the! , a fl d fight storm Water pollution .l U t I a n . T 0 � during saw-Cutting- S • Site supervisors • Construction inspectors frOfll ROdYVOrt4 r9 nB w' up.and Cansiructlon rnspeakors wash into lakes streams.ar estuaries are toxic to p 0 O Poorly morstalrted yeh[dAs and haf)vy property �.�I residues fish and the aquatic anvircirn*n Dispcieing of these comply With th I s program , contractors l� O • Genera+ ° equipment Ihal look fuel,ail, antifreeze Or other + Ho eral contractors I Road paving. surfadrq, and pavement removal ❑ Swoop.hover hoW down streets to Geaneral coniraelors materiels to the storm drains or creeks cart block e] Hexnebulltlers most comply with the practices described O • Home builders fluids on the exefs�ructipn site are comrtlon ihappsre nettl in the street where lttere are clean up trdcked dirt.Use a offset Home lauilAerY, storm drains.causes rceftgi,g prata4em5 and;8 � � � smro" of storm drain pnWtro,'t Prevant spills . developers p p rry, per or vacuum trwch too not dump PTNbfted by law this s drawing a w I n sheet. + Developers nurngrokis unities for A9 halt sa■r-cut sou scree and leeaiks by noiving equipment from rur?afr .or excavated malari it to riiegally enter slonm dralns vacuumed liquor in storm draanis. • Developers V� +_ ctaannets, and Ey watching for leaks and other :Extra planning rs required to store and dispose o Q f ) ma ref wed prnt7lerns Reroow t nWrudipn Comrede deliveryrpumping workers Spill Response AAgenciesequipmer d rrewn the silo as soon as possible Worm prvpCrfy and guard aagalre paliutlon ar _ Worm dmrts,seeks,and the Bay [� � ID �i�L �-� _1 Doina[ TheRis�Ftt,�a.p State Office of Emergency Services Warning � ��++ Doing The Job Right Painting Cleanup Landscaping, — - ❑ Do riot blow or rake leaves.etc.into the Painting and � P Center (24 hours) 808-852-7558 >, 7 ] Never clean brushes or rinse paint Q O General Business Practices street,ar place yata waste in gutters Or On �7 d rt shoulders. unless u ens pl.i them Handling Paint Products contan-xin into a atmet_gutty.Storm /// titXn9• a rl to Clara C O U n ty Environmental Health Gardening, and 1 d ❑ PmGset stockpiled grid iaridscaaing rtaWaie Y� n9 � from wind and radri by storing them under tarps fax recycling[allowed by Sari Jose and /'� J fCs*ap all liquid paint products anti weatea drain.French drain,or straafn, or secured piastit sheeting unincorporated County Only) Sweep up Application of away from the gutter.street.and atorm ❑ For water-based palms,paint Out � 4 S e r V IC B S: (4 a 8) 2 9 9-�7 9 3 0 Pool Maintenance ❑ Store pesticides-feniliznrs and other any leaves,litter or residue its tluttears Or an drfllrtll.Llqu:d residues from paints,thinners br„shes to the extent possible and Hnae etiermcaes rndom or fn sat stied or storage sty- +� solvents,glues, and k3tening Aulds are ntq a drain That gees la rho sanitary Los Altos Municipal Code Requirements Control + } Solvents and hazardous wmt5s and must be disposed of at ter. N$�pgur paint drawn a storm Local Pollution C o n t r o l r„ebinal. ❑ In San Jasa,leave yard waste far curbside �.,,pR,,s•' Best Management Practices for the a hazardous waste oaalantion faaoitity(contact dFain � [] Schedule grading and excaaan,ort pfa�ects riacyding pickup in piles in the street. t$ ■ �� � � � ��� Construction Industry dunng dry weather. Inchcsfrom the Curb and earnoutely out of �+ �+ your local stormwater program bated on tole ❑ For oil-ba"d paints}-paint out brushes to ❑ Use lempoa'ary cheek darns or drt&es to(liven the flow line to any 41Drm drain Adhesives #aactk or this br chure) the extent possible and clean wrth lhlnner Los Aftinis Municipal Code Chapter 1 b.0$.390 Non-storm water dischar es runaffawayfrArnstvrmaralns afaiq ydry.emptypaintcans,used P P Count of Santa Clara Pollution Prevention :� When th hI OF 901Vertl rr,A prDpBr d:UfSteiri� Filter @rid ❑ Prated storm drains with sandbags of Wier PooUFountainl6pa Maintenance Best Management Practices for the brushes, rags, and drop clouts may he reuse thinners and solvents. 97kaprase of A. Unlawful discharges. it shall be unlawful to dmcharge any domestic waste or industrial waste into storm drains. gutters, creeks, of, ro g ra m : (4 0 S) 4 4 1 -1 19 5 sediment conlrSs Draining Pools Or Spas Constructioo Industry Disposed of as garbage in a sanitary landfill expgae liquids and resldue as hazardous San Francesco Bay. Unlawful discharges to storm drainS shall include. but not be limited to. discharge from toilets, sinks; industrial Empty.dry pain cans also may be recycled as waste. r County u n t G f Santa to Clara a r a Integrated Waste ❑ fie-vegelst on Is art exiiaPenf calm of erosion p ocesses: [fooling systems: boilers; fabric cleaning; equipment cleaning: vehicle cteaning: oonstruction activities. including, but not Y When rt s Grraetd dre�n a pool,6pa.or fountain- metal, P$Int Remova3l control far ony sale limited to. painting. paving- cancriete placement. saw cutting and grading; swimming pools, spas-. and fountains, unless specifically Management Program : (4 0 8) 4 41 -1 19 8 please be sure to call your local wastewater ] WaOi water from ineinted buildings constructee ❑ Paint chips and dust If rim nari--hazardous trimil"rrt plant bermm you start for further bekKe 107a can contain hi permitted by s discharge permit ar unless exempted pursuant to guidelines published by the superintendent. Landscaping/Garden.Maintenance high artour'Rs of lead. dry stripping and saner Gloating may pp County U n t ±�f Santa f1 to Clara District Attorney r n fw gu,dange on flow rate resknctian8 backfiow even if paint are not ent ou. B. Threatened discharges. It shall be unlawful to cause hazardous materials. domestic waste, or industrial waste to be deposited in y y ❑ Use pesticides spaarngly.Bcmraing:a P� F� 1 �Y eswept up dr oaBeaied m piaatnd:drop Cldiln5 previeritim.and banding special deaning E in stri n such a manner or location as to constitute a Vireatened discha a into siorrn drains, utters, Creeks or San Francisco Bay. A Environmental Crimes H o ti ne: in3truC4#ns oil flea label. Rinse erraaiy � PP+ g paint rJ�iting pig-t978 and disposed at ore trash, � 9 Y waste dsuch as acid wash} Olsc.wry Vows buildingexteriors with wafer undef high ❑ ChlmrCal pointsUapprng rnsidue and chips 'threatened discharge" is a Condition Creating 8 sub5tanlial probability of harm. when the probability and potential extent of harm 11 cvnhalnars,and use nose water as pfotluct. amp not exceed 140 geiian per minute r � ����1 ���-�I�S 01sp+oem cf rinsed,empty oo Ouriers in the pressure,lest paint,or lean by taking paint and dust from mextne paints or paints rtiake it reasonably necessary to take immediate action to prevent, reduce or mitigate damages to persons, property or nal Ural trash Dispww of unused pest,cKtes as ❑ N..fw dlechafge pool or spa weter!v a scrapings in a lord labo,etory See Yellow containing iead,mercufyor tributyl trn resources. Domestic or industriai wastes that are no longer conlsined to a pipe. tank or other Container are considered to be Santa Clara County hazardous waste street or storm drain:disdlatge to a Pages for a state-cenified laboratory. must be disposed cr as hazardous wastes threatened discharges unless they are actively being cleaned up. Gonect lawn and garden dlppings,pruning sanitary sewer deanout ] If"re is loose paint on the building,or if the Lead based paint ramoval ragaireas a R f~c y C li n g Hotline: 1 -8 0 0-5 33-84 1 4 Q waste,and!free tnmmings Chip if necessary. ❑ rf pamibie when emptying a pool or spa paint tests posgive for l",d.Nix*storm drains state-cefzilmd contractor Los Altos Municipal Code Section f 0.08.430 Requirements for construction operations. Santa Clara Valley Water m And canpost let olarine tzlgsrpate for a few days and Cheek with the wastewater veatrnertl paarit to ] When stripprng or deariing building I catmmunifies with cuMade prat-upef yard then recyrledreuse wirer by dr-antng it - dotenmine whetharyou may kimaargewater to exterior-S with high-prey sum waler bkxk A A spill response plan for hazardous waste. hazardous materials and uncontained construction malerieis shall be prepared and District: (4 0 8) 2 6 5-2 6 9 9 Li waste,place dippinps and prumpg waste al the gradl.ally onto a iandwAped area the spnita r-y sewer.or I you must send it orfsite storm drains Direct wash water onto a dirt available W the Constructron sites for all prciects where the prDposed construction site is equal to or greatier tha rl one acre of 3 > 7— Best Management Practices for the curb in apprUVBd hags orconlalner§ Or.take ❑ Da not uW copper-based algaecides. Y for di5r 4 l as hazardous waste area and spade into sail Or.chteck,rrith disturbed soil and for any-other projects for which the City engineer delermirtes is neCBssary to prefect surface waters. Preparation Santa C IS ra� Valley Water District Pollution Q � � O to a landfill that composts yard waste.No Control algae with chlorine or other �� the iocel wastewi lertreatment authority to of[fie plan shall be in accordanoe wish guidelines published by the city engineer H off n e. 1 -8 88-51 D-51 51 nI �� • Landscapers cutbsAe pcic kup of yard waste ra+•avaitable for aittrnal,vas surin as sodium bromide flW out 0 you can m0e d(mop or vacuum) B. A storm water pollution revenlion fan shall be prepared and available at the construction sites for all projects neater than one Q --- commereW properties. building Cleaning water and diapaw to the P P P P p P 9 � L / ■ Gardeners Fitter Cleaning Best Management Practices for the Storm Drain Pollution from sanitary sewer Sampling of the water may acre of disturbed spit and for any other projects for which the c#ty engineer determines that a storm water martagem+ant plain is Regional Water Quality Control Board $a n W Q O Swimming poa!lspa servare and rep$+ ❑ Never cean a liter in the strewt or near a Paints, Solvents, and i4f�ht3SiYB$ be required to aissmi the wastewater necessary la protect surface waters Preparation of the plan shall l?+3 m accordance with guidelines published by the City engineer. Francisco Bay Region: ( 1 1 ) $2 2-2 300 Q worker$ Storm Drain Pollution stonrm drain Rinse caaatiidge and Harnaowners All paints. &olvenm.and adhesivft cwtait5 traa,'.mer'.authority in making its decision C Prior approval shall be obtained frorn the city engineer Or designee to discharge water pumped from construction sites to the storm � 1 I diaatamaaeous earth fitters onto a dirt area ctwmica�rs that are krem,ful to wildlrfe in local Roc ciellReuse Leftover Paints drain. The aoi engineer or deSl nee may require ravill settling and filtrat+an upon a determination that either or bath would Palo Alto Regional io n a I Water ter Quality � UJ From Landscaping and Pa�ntera Y tY 8 9 Y � 9 Y 9 P 9 Y Q Q Genera mnrrectofs and spade filter residua into sill Dispose • Paperhangers creeks,San Francisco Bay,and the Pacifk Ocimn Whenever Possible improve the water quality of the discharge Contaminated groundwater or water that exceeds state or fedarai requirements for Control Plant: (6 50) $2 9-2 59 8 Q1;4—Swimming Pool Maintenance firs ldliAomaceousearthinthe U • Homes buildet9 Pon' Plasterer$ Toxin r�tamlgats may�rrr9 frtRtt Ilqul¢ersc}id ] RecyGe prdonate excess water-based discharge to navigable waters may not be discharged to tt,e storm drain. Such water may b8 dlsCharged to the sewer. providedServingQ Mary landscaping aCtavrlie S expose mods And garbage rodtacta ex from dsani imOuers or Paint lea!a Alto Sanitary r}r �rS f rlG t, Los S Altos. �A S (�I l�vr�o Graphic art�s;s R e'B r� tlatex} pain+,o:+plum to suppirar Thal the requirements of Seclian 1 Q.f3$.24f] are met itch the appri}val f7f the superintendent is ablalneC prior to discharge. O ` `r P Increase " likelihood that eantt and garden :J if wail�yrs mamrial and wadies adheesivesarchCleaningfluids Altos Hills. Mountain View, Pala Alto, 5toRford� Df1' ❑ Reuse Iecyda Oil-bane.point.Giepkasa D. Na cleanup of aonstruClifarl ttebns from the streets shall result in the discharge of wale+ to the Storm drain system, car shall any rw[,ertuaals xnll run aft irrro the storm .yarns dunng IOCaI wastewater treatrnerR plant ikx Floor COVCrin lnstBlle:ra should be recycled when possibaee,ordispase.eN + Homeowners Inn On or when it raps Smmmi I water inslructrOrs on discharging filter backwash 8 cr Hart-recyclable thinners sludge and Consiruction debris be de osited fir allowed to be de osited In the storm drains stern. Prior code} 5-5,643 Q ^ I� rt9 pa' g g « General contXaC�rS propeerry to prevent ihese,ltateAa�is from Howrlrtg p P Y � § � w rl/ iu nlsining chlorine and w Into storm drains and walemourses unwanted paint.as nazardaus waste City of Los Altos 7 LOL � T O goer-based algaecides or rinse wafer to file sanitary sews- Horne builders 7 Una red cans of pent m 4e able to clot should never be discharged to ati:rrr. drains. xrtaw + Developers pe may criminal antf judicial penalties can he assessed for non-compliance, Q 0 to the Building Department. (650) 947-2752 LL — ckremicalg anlr toxjC to aquatic life. the=returned ure oor reading its'Suy�6ack�Iwol�icy Engineering department- (650) 947-2789 U Doigg The Jots Right ❑ pain uplearka.dnps andcrfler slxils Doing The Job Righ ❑ Cover slockpiles antl excavated soil with secured laar s or a General f�k3neral Principals mmedi"yso they do not ci:5Nwn:nate Earth—Moving General Business Practices P ?t StiG sneetirl¢. * z Z N Z I , I Q Deep an orderly sfta and erasure goad ail or groundArdef w leave residue on uJ Uewackf 'Operations Q N r'1 n hpueeks+epiag pradfces are used Pam suriaeges.EJSe dry Geanup method8 ❑ $aheduae eircavatian one grading work during � LL LL Construction ❑ M*ttiln � ri whem%w poesible.tf you must use wale'. da} weather CfreCrf for rflxk PkTlrc,fanfs �R Jed p Y use lust enough to keep the dust dik wrr And ❑ PO Orrin ma or equipment repairs away from the > ChiXk for odors discoloration.or an city Blueprint for Cle n B y nn Q ❑ Cover mar arala when they are rid in use ❑ job site sheen on graundwarer Q I__L And Site Gavar rraerrrtan ti>umpsters ctteGa g eq P ] Call your local wastewater treatment Q0 ❑ Keep maten�s away from sir`2849.stoml tlrans ❑ Where refuedin or vehicle! ui mertt � I I ( 1 anG drain a daanr�is �y for k lke Place dump""under ■ ■ r !'� rnsinienance must be done on site.deer nate s LLJ C/ roofs or cover with tarps or plastk sheftng Nth 1 1 J agency and ask whether the gmundwaf€>r Q Ensurcduatekxttrawateroo-esritletavestear location awayfmmstixtmdrains. must4e leved Remember- The property owner and the contractor share ultimate di f seared around the outseeieaf theSupervision ge,a Sturm drag � ❑ Do not use diesel ail to IutDnca*equipmeM ❑ If oontamenaliOn,e suspeaaed nave the [furripgt0r.fiiCvor Chan kxrt a dtampater try water tested by a oaruRed fabaratary Advance Planning To Prevent Pollution pans or clean eg0pmeent �in�itdk>MFr,><tlheoar,e�lJansi� Activities responsibility for the activities that occur on a construction sits. Best Management Practices ❑ Scrmdiuie mrvrvation"grading activities for ] Practicem During Constructi" ❑ Depending on the test rasuita.you may be m Set p4ftaWe erco.a�tsaw,ay from alOmtaal>: to ei � Your may be held responsible for any environmental damage For C+3tiStrtlt;tiD17 dryweastherperlads TO reduce sail erosion. �] Remove eaxisu ve eetal an only when rg pumped grourrdwaalar (tirkeke sure portanieldlelsareangaOd Befit It9ar�a9g6ixlBf�t Ar3C1iCDS for the � 4 y to the alarm drain{if no sadimems plant lempOrary vegetavan Or place vtFler warki crOer Check F venl:t for leaks absaiutely nGecessary Plant temporary aragon Corilrtft before ran ors Lhmthe � � y Construction Indust g � present)or sanitary sewer OR ynumalty caused by your subcontractors �r �n1pIQ]I�PS. r,*�` �`'� bead � ere fa'talivn for e!resian cvrlra!on slopes or _ '� MawrialsMaste Handling be required to collect and haul pumped �j Q 14� e+a#u>r 6ridSedrrreerrtCorihalMtarirtar,awgllabre where canstruelian is nk5t immediately planned ii all a reference waste whe r from the Regi n�t Water Quatlky Carnlyd Soord, Prate -i °�5airce f`addx kiorl-rrurrmLza groundwater Offsife far treatment and , i &i 4 ❑ Prated down slops drainage courses.streams, r V` when you Order maslarials Order disposal al an appFcpflate treOrheht -Y and storm drains with wa ties,or hemparary L.l Cmtrd the AImunt vt runoff m ssing your tilde Or'jy� �you I'�to ranlsn the Jo2a. drainage swaies Use check dams or ditched faCil[ty r 1 Z COazsch kr Sediment Levids � +'L f `�•"� ;3 (sapeaelly dunng axcavaElanai by using berms use recyclable triatenaats whenever ra di ++++toff around excevat,ans.Refer to Best Management �• r �{�'�,� .��,�� .�� y or temporary or pormanerd drairrage dMches fa passshie.A range for p de• i of recyrlabiks the Regional Water Quality cornral Baaird"s ❑ !f the water is clear,fhe pumping lime is I 1 divert wader Dow around fhe site. Reduce soar rmoevals such as concrete,asphalt.scrap Er=on and 3edment CorH4 FWd Manual for lass than 24 haura,and lore Flow rate is i�r, ilk, { _ � wafer runoff velocities by wnstrudirsg temporary rnetal,sdverls.depremeers,deared proper erosion and sediment control Jess than 20 galtons per minute, yo-u may r' I - l ' -- d,ed�s darns or ber*ns where appropriate. +`ion Paper rats.and vehicle measures. pump water ro the street or storm drain . ii j '� I-J Train your employeesaatd subwrtfredurs. maintenance nna�arals such as used on- ❑ it the pumping lime is mace than 24 hours Practices Y`� Storm Drain Pollution � f faAako tnkese best rtsare2tgertent practices afttfre ke,ti54t>3r109.9nU ti es and the flow rate greater than 20 gpm, ED Best Management Practices for the available to&mrywm who works on ice ❑ Dispose of ad wastes Man from Earth-Moving Activities call your Local wastewater treatment plant � � r' 0 'tk' Y _ '� �•-- construction sate Itlfarm subCor iredors about r 2a;flenals grid wastes- and Dewatering for QuKlartce. e t i o n �i'ru� ct i o n Ind � � � 4 _ I DATE DESCRIPTION « General rarnradors ❑ if the water Is not dear.solids must be floe storm water requirerrieerna and their own �rad:rding sctver,ts wait+-traced paints g q opefaiiDrts loasan large flte�d or setifed 6u1 by pumping toe i Sod extatrehon rind iodic �� Slesupervlaars respOrt6inlaties wood�nkdds broken aspmart rand cDiscraae smpunlq of gal that Can flaw or 00w info storm sattlin lank prior to dischaf e.Options ._ nepsdom Good Housekeeping Practice woad.and cleared vegefafir}n rari be g P 9 r� r ed.Masi fiai5 that canrxt be tad drains when handled imprupariy Sediments In runoff r rti.r�f+ •y 5^ l.] Dena Weis one area d thesis for auto rakYc for filter include. • Home Euklder� g 4 �' r3ua�be taken loan ale laeadfill a Carat tdaq Bioilri d'8irts. 6rriolJttt aqub�lic fife, grad - Pumping through as perfaratedk pipeDeftgM vehide refvdiog and routine equipment epPr°fm duslyd habltets in crc%*$ and fhe BayEfredive r= T di d as lzardausuasike [aeuer Best Management �ra#GtICeS for flit y sunk part way lnla a small pit filled ,-a m>�nJormnce. .he aasgruatea area should be fie° erosion aontrd practices reduce the amoklnt of ruirion witft ravel. t b m Storm Drain Pollution from well away tram streams a storm dram Inli tss, bury waste materials or Ieavetheim in the crossing a site aM slow the flow with chock dams os Purn�tn from a buckdt �� permed if ro sary likalrermapatr repalrsdf sreetof near a rnaek or airearn had. Euledozer,back tm ana iodic machine g g walerRleavat using a submers Ea pump- Construction Activities erne Peres" o tato fs 7 f7 roughened round surfaces CcmaminatW groundwater is a common probiem m - Pumping through a filtering device Santa Clara ' Oontstn-ction gitas we common sources of star++, '� �P rmatehal5 out d tf�rain-Rek�Vent runoff ❑ In additiot to to al hwiding permits.you • Our tru cA drivers corataminalian at the 3ourca Cover ex wild rbmd to obtain caves a under[tie P the Santa . afagm Valley.tr pumped m soil typaa and such as a gw,mmi u post filler or fitter *� �7/-y waster pollution.sU Mater and wages that Glow of 1 g . Site su rvlaofs site biota rklundwaler pumped rdnm mrtstrugfdin [ahnC wig d around and of 5tJ41,an Urban Runoff{.I wash intG a storm dram.q.rtler,cr street have a plus of sakt or ror�sdrardian materials vrbth plastic Staters Genefal Danstrudian Adivlty Pe Si[99 may be Corrtaminaated with taxks{such as al or Pik RPe direr im on locei creeks and the Da she&"rag or te:mpoeary rocf5 SEdioe rt rasins. Storm wasef Nrmit 0 your Cprl9fruction a General contractor DESIG Y: DATT•.: # y salwimtas) or laden with sediments Any of these ❑ When dasthgrging to a storm dFain.protect APPRnvFp BY: t:7TY OF LM At.� JOB No. 2102 As a contrdCt#,nr site au rvisor.Owner or sweep and remove marWrials froi r,surfaaogs th,sl site distaros are acre or mars {obtain a Home builders dram to storm draairts,creeks or rUearneels irdort>ahon from the Regional Water poWtents Can halm wlldlile in Creeks or the Bay,Of life inlet using a Earner of builap balls LARRY L 14D t?MBER.3Dn3 operator of a sf6a,you may be+caponsW0 for ■ 17avali pars interfere with wa5lBwWw tr$atrtleni plant cperabon fined with drain rock.or caner iniel with Pollution Prevention Program an InviroomeMl dama daaeaeed ❑ �pdtiRada on eked seaces {qualify Control Board. DRAWN BY. 8 S AM; A S SHOWN y ge try your ROM trasticans and recycling rleceptardes Olatihsarging seadkment-laden water frerrtl a flrya=r fet,ria anchored under the graste OR t1 1 i�i Subcvntrasetort Or arrtpakayi es dewateeinp sire irlo any wetar of the state Rump water through a grassy await prior VTCTOR CffFN C ENGI EU R.C.E. N.T.s, SCALE: aftsund ttec site to minrnm�e fitter witf,cut treatment Is prohhbited. to dliWharge CHECKLD BY: DRAVnNQ N rr. DRAWN BY: YC nlu Gr39TAFS�ON 5t-L£E� OF SHEETS CHECKED BY: SH DATE: 09/23/21 Q�OFESS IONgI ern SHEET * C58998 C 7 qTF OF OF 8 SHEETS Community Development Department Pla - - - GUPLRTINO APPROVED Case # R-2 1 -023 EnV2, Inc. Application Number(s) Enivsion of Nature Approva I Body: lanning Commission CA LIC.:A,B,C27 910951 A rova I Date 0710 1937 CONCOURSE DR. PP I I�� A 1 E UDGET WORKSHEET WATER-EFFICIENT LANDSCAPE CHECKLIST WATER-EFFICIENT LANDSCAPE CHECKLIST SAN JOSS,cA 9s131 Signature B 6nne TEL: (408)890-6289 ,� -y �i ment Department Community Development Department Community Development Department FAX: (408)886-7229 H rkoushVW 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org Cupertino, CA 95014 planning@cupertino.org Cupertino, CA 95014 planning@cupertino.org C U P E RTI NO http://cupertino.org/planning CU PERTI NO http://cupertino.org/planning C UPERTI N O http://cupertino.org/planning PART 1: PROPERTY INFORMATION PART 1:CERTIFIED/LICENSED PROFESSIONAL INFORMATION Landscape Parameter Requirements Compliance PROJECT ADDRESS r IN A.P.N. COMPANY&COMPANY ADDRESS rr ct VJ 0 f�. 4 nco j-se sgwd�. f 3 IRRIGATION SYSTEM Pressure regulators shall be installed on the irrigation system to ensure the NAME LiC./CERT.M dynamic pressure of the system is within the manufacturer's recommended OYES pressure range. o y5 - REFERENCE ETo TOTAL LANDSCAPE AREA NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA OP l (�` 45.3 _ _-_Z�_- SQ Fr. E-MAIL PHONE Manual shut-off valves(such as a gate valve,ball valve,or butterfly valve)shall OYES SQ.FT. — ___ ____.SQ.FT. PROFESSIONAL SEAL be installed as close to possible to the point of connection of the water supply. PART 2: SAMPLE HYDROZONE TABLE PART 2:PROPERTY &PROPERTY OWNER INFORMATION All irrigation emission devices must meet the requirements set in the ANSI REGULAR LANDSCAPE AREA standard,ASABE/ICC 802-2014"Landscape Irrigation Sprinkler and Emitter PROPERTY OWNER NAME E-MAIL /j Standard."All sprinkler heads installed in the landscape must document a kYES HYDROZONE PLANT IRRIGATION IRRIGATION ETAF LANDSCAPE ETAF XLAND- ETWU j ( Cj! •ry y q g g p FACTOR(PF) METHOD EFFICIENCY IE distribution uniformity low quarter of 0.65 or higher using the protocol defined ( ) (PF/IE) AREA(SQ.FT.) SCAPE AREA PROPERTY OWNER ADDRESS PHONE in ASABE/ICC 802-2014. Do !� •7� ,f ZD 6.]0, 0 f+66 65.2.2• C / fY 2 Th0 Dedicated irrigation meters are required for non-residential projects with more (PJ YES _ PROJECT ADDRESS A.P.N. /> oY � j{ O• than 1,000 sq.ft.of landscape area. rT� E► S 0.� �- /0 ,oZ7 Iswo 6� C/ d bilYe C e�-ih o w Z rf �' �,3 ���,$0 606 PPr,OlECT TYPE(CnrcK APPLICABLE) W TER SOURCE WATER FEATURES Pool and spa covers shall be installed. ❑ YES C�' New Potable ❑ pool ----- - -- - --- TOTAL LANDSCAPE AREA TURF PLANT AREA Recirculating water systems shall be used for all water features. ❑ YES ❑ Rehabilitated ❑ Recycled ❑ other:__- -_ ___ _._. . -__.-- -- --- - __-- - ---- 0 Non-Residential ❑ On-site captured rainwater 1t 0 - _.SQ.Fr. _ SQ.Fr o water features Water features are limited to 10%of the landscaped area. ❑ YES O Graywater WATER PURVEYOR NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA I am aware of available informational resources regarding native and low water use plants,irrigation efficiency,and other aspects v �I �� - . ln. n! _ G JT sQ.F r. _SQ.FT. of water-efficient landscaping. I certify that the information provided on this checklist is correct,and the installed landscape n �I TOTALS (A) 30 (B) (Y) �F� F/ 77r complies with the requirements of Chapter 14.15 and or the requirements of the Prescriptive Compliance Option.I also understand Rl� P q e / q P P P SPECIAL LANDSCAPE AREA ' that an changes to the project will necessitate a new checklist. w _ _ _ PART 3:COMPLIANCE CHECKLIST y g p 1 1 Landscape Parameter Requirements Compliance T Q O O SICNATU OF PROPERTY OWNER OT"THOR7D RE ESENTATIVE DATE _ _ 1 TURF AREA Turf shall not exceed 25%of the landscape area or 1,250 sq.ft.,whichever is lesser in area. no turf (No turf in non-residential area) YES TOTALS (C) (D) (Z) ❑ -- ---- --- --- -- -- SIGNAT RE Ol CENSED/ ANDSCAP PROFESSIONAL DATE Turf shall not be planted on slopes more than 25%. YES �,..( PART 3:WATER BUDGET CALCULATIONS F� I�DEFINITIONS All portions of turf areas shall be wider than ten(10)feet(unless irrigated with YES Applicant Comments (Y)+(Z);METWU < Z o HYDROZONE:Put in hydrozone#,letter,or planting subsurface irrigation or low volume irrigation system). t,'se idditiona?pal+<-r,t ne v;s rY e�,� 61._(MAWA) description.(e.g.1,2,3;A,B,C;front porch,adjacent to driveway, v Fib PART 4' ETAF CALCULATIONS front lawn,etc.) PLANTING AREA At least 80%(100%for non-residential area)of non-turf area shall consist of ^l ' PLANT FACTOR(PF):Use WUCOLS to determine Plant Factor. native or low water use plants. kYES Plant factors are 0-0.1 for very low water use plants,0.1-0.3 for lo%% --- - - - — - Average ETAF for Regular Landscapes= (B)+(A) water use plants,0.4-0.6 for moderate water use plants,and 0.7-1.0 No invasive and/or noxious plant species shall be planted. YES 0. (ETAF) <(0.55 for residential) for high water use plants.IRRIGATION METHOD:Overhead spray or drip Plants with similar water needs shall be grouped within hydrozones.Each • IRRIGATION EFFICIENCY(IE):0.75 for spray and 0.81 for drip hydrozone shall be controlled by a separate valve. OK YES (ETAF)<(0.45 for non-residential) ETAF:The maximum average EvapoTranspiration Adjustment Factor for residential properties,exclusive of Special Landscape SOIL MANAGEMENT At least4cu.yds.ofcompost,six(6)mclesdeep,shallbeappliedper1,000sq.ft.oflandscapearea. JrYES Site-wide ETAF=(B+D)+(A+C) Areas,is 0.55 and for non-residential properties is 0.45;ETAF for -- Staff Evaluation Staff Comments new and existing Special Landscape Areas shall not exceed 1.0. 0,� Site-wide ETAF ETo=evapotranspiration rate means the quantity of water A minimum three(3)inch layer of mulch shall be applied on all exposed soil W transpired surfaces of planting areas,except in areas of direct seeding application(e.g. OYES evaporated from adjacent soil and other surfaces and trans hydro-seeding). F+ Approved ^ by plants during a specified time p i • 0.62 is a conversion factor that converts acre-inches/acre/year to FORMULAS gallons/sq.ft./year. Grading shall be designed to minimize soil erosion run-off,and water waste. E YES ' Not Approved ETWU=ETo x 0.62 x(ETAF x Landscape Area) rr ll Estimated Total Water Use IRRIGATION SYSTEM Automatic irrigation controllers are required and must use evapotranspiration or [YYES V ❑ no irrigation soil moisture sensor data and utilize a rain sensor. Permit# 'w MAWA=ETo x 0.62 x[(ETAF x Landscape Area)+ ((1-ETAF)x SLA)] - �/ (�1 Maximum Applied Water Allowance system Irrigation controllers shall be a type which does not lose programming data in kYES SIGNATURE DATE T� the event the primary power source is interrupted. v) i--1 Pagel o 1 Page.1 of 2 Page 2 of 2 x1f Q W H � W Q � N W W � U r� Q z 0 � <1 SCALE: N/A DWG BY: HYP DWG DATE: 09/25/2021 CHECK BY: HYP CHECK DATE:09/25/202 PJT NO: FILE NO: Sheet: LO,0 0 of 4 Sheets. 19 mmunity Development Department � EnV2, Inc . PlanningC��r,�l I �iu MV;E LEGEND PLANNING REVIEW COMMENTS: 2 HARDSCAPE LEGENDcuPERTINO VV �` # GENERAL NOTES: NOTES: Enivision of Nature CA LIC.:A,B,C27 910951 Case # R-2021 -023 o a 1 . ALL HARDSCAPE AND LANDSCAPE AREAS SHALL 1937 CONCOURSE DR. Application Number(s) SYMBOL DESCRIPTION HAVE PROPER SLOPE AND DRAINAGE AWAY FROM a . The property owner shall record a covenant on the property SAN JOSE,CA 95131 Approv Body: Plan ningNMission DESCRIPTION IRRIGATION AREA for the new trees shrubs planted for purpose of required replacement TEL: (408) 890-6289 THE HOUSE OR TOWARD APPROPRIATE DRAINAGE P P p q P FAX: (408) 886-7229 Approv Date 07/07/22 CONCRETE PATH WAY WITH BROOM FINISH STRUCTURE TO CARRY WATER TO AN APPROVED trees, privacy protection , and required front yard tree. Signatur Briann60NE A. GRASS AREA HIGH WATER 435 SQ.FT. DRAINAGE OUTLET Harkouahrafager b. Following completion of construction , an affidavit from TILE OVERLAY OVER CONCRETE ZONE C. FRONT PLANTING AREA LOW 721 SQ.FT. 2.CONTRACTOR IS RESPONSIBLE FOR PROPER an affidavit from an ISA—certified arborist shall be provided COLORED STAMPED CONCRETE DRAINAGE OF ALL AREAS AND SHALL ADHERE confirmingthat the new trees have been planted properly ZONE C. BACK PLANTING AREA LOW 874 SQ.FT. (INDICATED IN THE PLAN) p p y / TO ALL APPLICABLE LOCAL BUILDING CODES and according to plan . NO WATER AREA 74 SQ.FT INTER LOCKING PAVER AND INDUSTRY STANDARD FOR ALL WORK CONTAINED IN THESE PLANS. c. A planning department inspection is required to verify TOTAL LAN SCAPEAREA 2104S X BLDG AREA 3. CONTRACTOR IS RESPONSIBLE FOR FOLLOWING exterior materials/finishes, trees, landscaping, site work. APPROVED, BEST INDUSTRY ACCEPTED d . A certified landscaping professional shall conduct a landscaping installation PRACTICES, SPECIFICATIONS AND METHOLDS audit after the landscaping and irrigation systems have been installed W FOR INSTALLATION OF ALL ITEMS CONTAINED IN per Chapter 14. 15 (Landscape Ordinance) . The findings of the assessment THESE PLANS. shall be consolidated into a landscape installation report provided PRIVACY TREES 4. CONTRACTOR SHALL PROVIDE A to the Planning Division . WRITTEN WARRANTY FOR ALL WORK CONTAINED U �( o e. The property owner shall sign a landscape maintenance agreement per ZONE — I N THESE PLANS. p p Y g p g p Chapter 14. 15 (Landscape Ordinance) , prepared by the City, and record it witp-+ W ���� ` - - - - - - — - — - r - - - - - - - - - - - - - - - - � the Santa Clara Co. Recorder's Office. W Q 0 0 2A '0(» /�1 HYDR0Z0f� E The property owner shall contact the Planning Division in advance of the fina a I I w ® NICHE to prepare the agreement. [—� O�F� zi�2"zi " 6� - � , , I • HIGH WATER ZONE y �� Z� LAUNDRY 6x4 A• U COMM TS \�� � I I I I f. A certified landscape professional shall provide Q W LOW WATER ZONE N a BEDX °� BATH N I I I �� I a landscape and irrigation maintenance schedule per Chapter 14. 15 N (Landscape Ordinance to the Planning Division . Q I I I I I ( P ) g M D. CA ET LA I N G ARE �°�`�`° 2'6X4• ®® CONCR E ` ANTRY P I II _ _ _ _ _ _ _ ®_ 2 ® x„ r II KITCHEN / C7 z's O o N ERLOC KING 2 D.W. I I' / ❑ PA 10 OR ST MPE o4 LIVING I I CO OR ON W °A 3 II 12 SC R JOINT v FOYER m F"SION ►� �M� P A I E 3'6X5'ILL R '1 SILL 12'Ox8'0 D Z° 3'X 2' _ III ►� � 09 , n TOILET 4 b' 4' 2' 3' 2' 2' 3' 5.2x9' I II LA DRY N RED W 0 ,7BATH 0 BATH x / KYU13HT AB VE "Z£x,LZ"Z£x"LZ a II 5'6 x 8'2 FAMILY KITCHEN FEN ND GATE • �h 3 i wM 4/M I O � BATH Q 6 I Y.P. z I I PLANTING AREA ' O �'� `' al R e' z I , 18'a x 14' — — z4 x48" BARN — — Off? y a 3••°e O y\ INET d!y° M STER BEDROOM 80"x 30" • I +2 r TT �i d FREESTANDI KYLIGHT AB VE I ZON C O o}�y , y+`� y 3 PANTRY I II 368 SQ.FT. 8'x 9.4 z'axa'o HALL MUD ROOM N Q '8 X 21'11 11'x 22' +'+'«'+ + Q 1HALL6 - 91 X 9' III------III��^ FAMILY KITCHEN I � '+ + + + + + 3' N TE PAT W�YP �5'6 x 9'2 * * * * ,*+*, BATH + +++`+ ++5+°�+ + + + + 4'DSK 3'MNE R + + + ++ ++ + + + + + +++ 12'0 x 13'10 - - I ,*,*,*,*,*,*,*+*, BEDROOM - 20'2 X 20'2 18'8 X 14' _ + + + + + + + + „ M STER BEDROOM A INET 24"x48" II � MMSION FQR + + + + + + + + GARAGE o 4 TREX "� I+*+++++*+*+++++*+*+ 3 + + + + + + + + + + + BENDEA LEBOA II COMMENTS ON + + + + + + + + + + + + N + + + + + + + + + + + ++ ,� —REVISION FOR + + + + + + + + + + + * '� a PEA R EL �368 S .F + + + + + + + + +.+ + + d +,, o + + + + + + + + + + + + = o o i 12'X 10' 9'3 X 8'9 ++++++++++++++++++++++++ BEDROOM FOYER < 8'X 9'4 / + + + + + + + + + + + + NO A MUD ROOM 2'exao / / HALL '+++++ + + + + + A R E + + + a / HALL X 9T COMMENTS ON ++ ++++ � ++ + + ++++ I WALK-IN + + + + « 1z'o x 13'10 435,ySQ.FT,y BEDROOM 20'2 x 20'2 >�. X s•+�+++�+�+++++� / GARAGE REDWOOD n a - + + + + + + + + + 4" T X T + + + + + + + + � + +«+«+++++«++,+++++«+ � W `Y W � � � � � �V6'�RMIAlID BEN A EBOARD + + + * + + + * + + £'" o FENCE AND GATE +/6OX,6 TRANSOM a x L +T+ + + + + + + + + a ` a- PICTURE l� *,*,*,*,*,*,*,*,*+*++ �. o I 6' HIGH T.Y.P. 0 N o' >, 12'X 10' 9'3 X 6'9 ^ T. P BEDROOM FOYER/ I W Q \ 132 SQ.FT. rn / 1 u u u y y + + + + I \ LAZLK_IN O l W W +'+*++++4++++.++F+T+++++++.+* + 0 �NV 435 4T. I ++*+++*+*+*+++++*+ +*+ + + +*+*+*+ + + + 148 SQ.FT. _ n + . . + + . . + « + + + . + + + . . + + o X11 6' •y •y "L •y •L + + + + + + + + + + + + + + + + + + + + + (n III + + + + + + + + + + + + + + + + + + + + + 6'0>;4'0 SLIDER(+) I 16.0 X 9'0 `Y �Y �L �L �Y 4L + +++++++++++++++++++++++++++++++++++ + + z 3'�xgfi ARCH + + + + + + + + + + + + + + + + + + + + + w W/6'OX1'6 TRAIN ,. Q P 1LRE `L ++++++++++*+++++++*+++++++++++++++*+++ 1 U 4110, 41 1PvIV0O 1_ — \ P L N � 132 SQ.FT. FRONT � .� .� �. �. �. �. w�. .� .� 73 SQ.FT. 00 I TREE I z _ + ++++*++ + + ++ + + + TI L P Tin �L �L �L •L •L + + •Y • • Z (n + + + + 44. SQ+FT+ + + + + I O > �1+++++++++++++++++}++++++++++++++++++*++ 48 S .FT. I — — — — — — — — — — — — 00 +++++++++ Ld +++++++++No++ W W W W + � aaaaa � GRQ,SS11,AREA '*'* *'* * * * * * * * * * * * * *'* LANTING ARE �` INTERLOCKING I TER OCKI G M ON V 1P 41 I st - / ` + + y y y y y • • • ,,'`� SCALE: 1 /8)1 1 0" I DWG BY: HYP ZONE C ZO C ZONE C N DWG DATE: 09/25/21 SCALE: 1 /8"- 1 —0" CHECK BY: HYP 15,14 CHECK DATE: 09/25/21 FRONT YARD PAVING CALS PJT NO: N FILE NO: TOTAL FRONT YARD WITHIN 20' : 1696 SQ. FT. \ TOTAL PERVIOUS INTER LOCKING PAVER AREA WITHIN 20' : 477 SQ. FT. ` TOTAL HARDSCAPE AREA WITHIN 20' : 322 SQ. FT. ( 19%) Sheet: L 1 4,0 ` _ 1 of 4 Sheets. N mmunity Development Department EnV2 Inc � — —i- - - - - - - - - - - - - - Plannln IVISIOn — Upertln0 � 'CUPERTINO APPROVE � C: LOW WATER ZONE Y D R O Z O N EL�LYDROZONEJ Enivision of Nature I I - - - - - - - - - - - - - - - - - - - - - - - - - CA LIC.: A,B,C27 910951 1937 CONCOURSE DR. Case # - Appl SAN JOSE,CA 95131 anon Number(s) TEL: (408) 890-6289 ApprovaBody: Planji2MEnfton HIGH WATER ZONE FAX: (408) 886-7229 Approva ate 0M-7/22 , I PLANTING LEGEND Signatur BrianVumE U' LOW WATER ZONE , Hark us�wager I LEGEND SIZE PLANT NAME (SPECIES &VARIETY) PLANT COMMON NAME QUANTITY WATERING NEEDS L - - - - - - - - - - - - - - - - J TREES T— T-1 24" BOX CRAPE MYRTLE LAGERSTROEMIA INDICA 1 LOW WATER / T-2 24" BOX PRUNUS CAROLINIANA 'COMPACTA' STD CAROLINA CHERRY LAUREL STANDARD TRUNK 5 LOW WATER / 0 Z 0 C p� W 2 D(� SHRUBS �., ►—� O A Fro a U NICHE �I LEGEND SIZE PLANT NAME (SPECIES &VARIETY) PLANT COMMON NAME QUANTITY WATERING NEEDS Q 27x32 27x32' F J LAUNDRY 6x4 I II — S-1 5 GAL NANDINA FIRE POWER DWARFT HEAVENLY BAMBOO 3 LOW WATER <<� o F / N ATH I LOW WATER BEDROOM 66 I S-2 5 GAL EUONYMUS JAPONICUS MICROPHYLLUS BOXLEAF EUONYMUS 5 r 1 I S-3 5 GAL PENNISETUM SETACEUM 'CUPREUM' PURPLE FOUNTAIN GRASS 5 LOW WATER F-�I 2'6X4' e 1. G® ET I 2 LOW WATER ANTRY � I S-4 5 GAL GREVILLEA 'SUPERB' GREVILLEA S-5 BOUGAINVILLEA 3 LOW WATER ° 2• � I I 5 GAL BOUGAINVILLEA SPP. � u .( ���� 0) ( KITCHEN 26 0 o II S-6 1 GAL DIETES BICOLOR DIETES BICOLOR 6 LOW WATER F--� c�� 2 w� N(6 I ° 2' DAY. � I I S-7 5 GAL AGAVE BLUE GLOW AGAVE BLUE GLOW 5 LOW WATER 14' 16'6 w ��� ❑ °��_° AD LIVING 3 2�" o 60 II TOTAL AMOUNT OF PLANT PROPOSED: 35 PLANTS 3'X 4'6 / — 3 / <O���C FOYER o S— 6 / I I AMOUNT OF LOW WATER USE PLANT: 35 PLANTS (100%) � 3'6X5' R p 'SCn° ILL ) '1 SILL 12'OzB'0 D 3'X 2' L III ti o 0 WH TOILET Q 4' ° 2' 3 z z 2 I I PRIVACY SCREENING MATERIALS 17'3 X 916 LA DRY v (V� y BAT" Z� S KYLIGHT AB VE g� P ,Z£x.Lz.ux.Lz � � I PLANTING 3• I wM wM I HEIGHT SPREAD DISTANCE MAXIMUM �9ARN 6' o oz Z I 3' /� Z 0 1 y FREESTANDI KYLIGHT AB / �/ / O ��///� o+yo; 1I I T-2 24"BOX 35' C-10' 8' h Y, 3' I 52 z 12 PANTRY'6 II , , / PRUNUS CAROLINIANA COMPACTA STD 8'6 x 6'2 2FAMILY11 KITC E 1 I CAROLINA CHERRY LAUREL STANDARD TRUNK BATH O DESK 3'4'���P � NNE R _ I N O W A T �� �o} Qy�I�� — — 24•x48• M STER BEDROOM P L A N I N G NOTES 43 MEp;-' INET II / / AREA L NOTE: ALL PRIVACY TREES MUST BE AT LEAST 8' 368 SQ.FT. 8'X 9'4 HIGH WHEN PLANTER. ALL PRIVACY SHRUBS MUST 1. THE WATER SOURCE WILL BE MUNICIPAL. z'Bxa'o 1HALL6 "ALL MUD ROOM I BE AT LEAST 6' TALL WHEN PLANTER. 9•, X 9' 2. NO SEED MIX WILL BE APPLIED TO LANDSCAPING , 3'CLO T 3' _ SIGHT VI T SQ:�T., I , TR A N G O N + + + + + +.+++{ 12'0 x 13'1D II 3. ALL TREES 15 GALLON OR LARGER TO RECEIVE (2) 3 x10 LODGE POLE PINE STAKES +' . +++++++++++++' BEDROOM 20'2 X 20'2 GARAGE W III WITH (2) 1"X4" BACKER BOARD NAILED TO STAKES. TIE ALL TREES TO STAKE WITH RUBBER '.�+`.++'+'. . . .}. TIES SEE TREE DETAILS ON L4-0. AND NAIL WITH GALVANIZED WOOD SCREWS. +*+*+*+++++* '+*;*+* £o x PLANTING ++/ I FRONT YARD TREE +�+++�+«+i+ + +�+++++ o o '• BEDROOM FOYER DISTANCE ++++' + + + + * + + + * �� SPREAD MAXIMUM 4. PROVIDE DEEP WATERING /INSPECTION TUBES ON ALL TREES, WATER BASIN SHOULD BE SUFFICIENT � + + . sue Q ENOUGH TO CONTAIN WATER AT BASE OF TREE AS NECESSARY. 9 5. FERTILIZER TABLET SHALL BE PLACED AT MID—POINT OF ROOT BALL PER 435Q.FT\ WALK—IN rjI T-1 24" BOX 20' 10'/ a ® 6 X6' >< � —b I ' CRAPE MYRTLE LAGERSTROEMIA INDICA MANUFACTURERS RECOMMENDATION. 8'�4'0 SLIDER(+) Q 18' X WO ( ) Y Y ` W/6'OX,'6 TRANSOM ,. Q 3Q0TURECH I 6. USE COMPOST FOR SOIL AMENDMENTS. APPLY MINIMUM 3 INCHES OF COMPOST IN ALL PLANTING AREA ` 4 a a AND ROTOTILL THOROUGHLY INTO MINIMUM TOP 9 INCHES OF TOP SOIL. 132 SQ.FT. I �� � \ 7. PROVIDE 3 OF WALKING BARK UNDER ALL TREES, SHRUBS AND UNPLANTED AREAS FOR (� N �— ( 1 I WATER CONSERVATION + + + + + + + + 148 Sj.FT. I 8. PLANT LOCATIONS ARE DIAGRAMMATIC AND MAY BE ADJUSTED IN THE FIELD AT THE LANDSCAPE z ' + ' ' ' ' ' ' ' ' ' ' '+ + + . . . . . . . . . . . . .++'.'� * * * * * + I ARCHITECT DIRECTION PRIOR TO INSTALLATION.��\.. . . . . . . ... . . .. ' + +++* +*+* * * z - - �� S 2 I 9. QUANTITY AND SIZE AS PER PLAN � T. 10. ALL PLANTS MATERIALS SHALL BE HAND SELECTED BY THE CONTRACTOR. THE CONTRACTOR o T— IS OF PLANT CAUTIONED MATERIALS TO ERCISE PLANT MATERIALS CARE IN NTHAT HAVE BEEN DAMAGEDDING, UNLOADING, AND RIIN ANY WAY z y IV L L �I WILL BE DISCARDED AND IF INSTALLED, SHALL BE REPLACED WITH UNDAMAGED MATERIALS N 0 TER AT THE CONTRACTOR'S EXPENSE. > S— 1 Z 0 N E C Z O E C 11. TREES THAT ARE PLANTED WITHIN FIVE FEET OF CONCRET IN THE LAWN AREA TO BE INSTALLED AREA IN A DEEP ROOT UB24-2 ROOF BARRIER AT THE TIME OF PLANTING. rx a a a a a 12. ALL TREES TO BE DOUBLE STAKED WITH LODGE POLE STAKES. STAKES MUST BE STRAIGHT N E A �5® AND FIRMLY IN GROUND. R E A SCALE: 1 8"-1 '—o" 13. GROUNDCOVER IS TO BE PLANTED TRAINAGULARLY SPACED AT 12 ON CENTER. N 14. SOIL AMENDMENTS SHALL BE ROTOTILLED IN A MINIMUM DEPTH OF 9" IN DWG BY: HYP LAWN ARES AND IS TO BE MIXED WITH NATIVE SOIL WHEN BACKING PLANTS. DWG DATE: 09/25/21 "I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION CHECK BY: HYP IN LANDSCAPING ORDINANCE AND APPLIED THEM 21 5 2 ACCORDINGLY FOR THE EFFICIENT USE OF WATER CHECK DATE:0 9/ / ` ' \ IN THE PLANTING DESIGN PLAN." PJTNO: FILE NO: Sheet. L2 , 0 2 of 4 Sheets. mmunity Development Depa ment / EnV2 Inc . Planning Division - Cupertino , Envision of Nature CUPERTINO APPROVED Case # R-2021 -023 CA LIC.: A,B,C27 910951 Application Number(s) 1937 CONCOURSE DR. SAN JOSE,CA 95131 TEL: (408) 890-6289 Approv Body: Planning Commission , FAX: (408) 886-7229 Approvz Date 07/07/22 O Signatur Brianne IRRIGATION LEGEND Harkou&hra-lager _ _ _ _ _ _ �, T.- - _ CONTROLLER STATION NUMBER 7' / O Q�PQ 2 D(1) a CONTROL VALVE SIZE A Q NICHE W/D Web - 27'x32"27"x32' Q (D 6'5 X 7' 6'x4•' I I LAUNDRY s ov 11 FLOW RATE THROUGH VALVE, GPM `1,\ 13'4 x 14' 6'X,2'6 v a BEDROOM BAT" N PERCIPITATION RATE, In/h / o PRESSURE THROUGH VALVE, PSI M D. CA T 2'6X4' 40 C ANTRY I SYM MANUF. MODEL NO. DESCRIPTION GPM RAD PSI O 4 SF ' Q9 X„ H 1.18 12' 30 0 KITCHEN 2 4.0 1Q RAINBIRD 1804-HE-VAN-12 4"POP-UP SPRAY WITH 12 HE-VAN NOZZLE Q 0.59 12' 30 14' 16'8 z D.m POINT OF CONNECTION-PORTABLE WATER 60 PSI STATIC PRESSURE � AD LIVING 3 I WATER METER PORTABLE WATER 3•X 4.6 H 1" UTILITY PVC BALL GATE VALVE IN VALVE BOX WITH LOCKING LID W �•( ,� FOYER / 1r, / eRAINBIRD 100-ASVF 1" REMOTE CONTROL VALVE WITH ATMOSPHERIC BACKFLOW PREVENTER 4.0 FBI 3'6X5' R LL� 12'Ox8'O '1 SILL TOILET - - - 4 I 3 RAINBIRD 075-ASVF 3/4" REMOTE CONTROL VALVE WITH ATMOSPHERIC BACKFLOW PREVENTER Gj 4 a 4• r 3• 2• 2' 3' LANDSCAPE & 3/4" INLINE Y-FILTER W/ 155 MESH SCREEN LA 2 DRY SENNINGER - & 3/4" PRE-SET 30 PSI REGULATOR U rTl / 1 BATHE ti KYLIGHT� AB uF o © © RAINBIRD ESP4SMTEi 4 STATION INDOOR BASE MODULES WITH 0 STATION MODULES (ESPSM3)3' TOTAL 4 STATIONSIt RAINBIRD - WEATHER SENSOR g W 3••: 3 s/4" v FREES AN DI I 2.69 KYLIGHT AB VE ---- RAINBIRD LD-09-24- 0.9 GPH 12" SPACING; 1.53 GPM/100' LASNDSCAPE DRIPLINE 3' l 5'2 x 12'8 WE SENS R PANTRY 30 SIC 40 03 4" PVC IRRIGATION PIPE, LATERAL LINE; 12" COVER, 18" COVER UNDER PAVEMENT " FAxT,iER SENSOR A ,t x z, CA 2 3/4" ® >, >, ,> REFER TO WANUFACTURE INSTAkLT-TAN DETAIL. 2.23 4.0 --- SCH 40 01 PVC IRRIGATION PIPE, MAIN LINE; 18 COVER, 24 COVER UNDER PAVEMENT PIQx 56 z 8'2 0 ,� NATE AND VERIFY PROPOSED LOCATION WITH OWNER. 4 34'DIFSK 3'NNE A REFRIGERAW 7- 0 �--� CLASS 315 PVC PIPE SLEEVE LINE UNDER PAVEMENT, SEE IRRIGATION NOTE D. SLEEVE LINE / O �60 18'8 X 14' - - - 24"x48' - h\6 MASTER BEDROOM A NET � 10.62 IRRIGATION CONTROLLER r 19.13 W OUNT E RAINBIRD ESP A.C. 30 IRRIGATION NOTES MEI 368 SQ. T. ATs S LOC TION AS DET ED ONNECT TO 120 VOLT A.C. 2'8X8'o 4 16 12'x ss EL ICAL S /ICE II ,T � D AT T IS LOCATION BY OTHERS. B,4..+'M+ + ++++ HALL COORDINATE D LOCATION WITH OWNER. + ++ + Q+FT*++++ C R A. GENERAL IRRIGATION INFORMATION +,++♦+++++++♦++++++ i + +.+ + + + + + + 1ro x,3',o C. SPRINKLER HEADS +++.+++++++++++++++ BEDROOMr7 20•z x 20'2 1. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED 1. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM + + + + + + + + GARAGE +++++++++++++++++++ I g AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR * * + * AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, BUILDINGS AS MUCH AS POSSIBLE. DEGREE AND RADIUS INFORMATION PROVIDED AS + + + + + + 17 + + + + + + £' PLANTING AND ARCHITECTURAL FEATURES. BASELINE INFORMATION. CONTRACTOR SHALL SELECT THE BEST DEGREE OF ARC TO + + + + + + + + + + + + ort a + + + + + + + + +*+ + + Q ,,,,Y J G 0 0 >. 12'x 10' 9.3 x 8.9 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS FIT THE EXISTING SITE CONDITIONS AND THROTTLE THE FLOW CONTROL AT EACH ++++++++++++++++++ +++++ a ++++++++++++++++++++++++ BEDROOM n FOYER I P WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. ++++++ + + + ++++++++++ II DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN 2. NOTIFY OWNER OF ANY ASPECTS OF LAYOUT WHICH WILL PROVIDE INCOMPLETE OR �.++W W ++++ CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL AND DO NOT PROCEED UNTIL 1 1 WALK-IN 9'3x4' I BE BROUGHT TO THE ATTENTION OF THE OWNER. IN THE EVENT THAT THIS HIS INSTRUCTIONS ARE OBTAINED. NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME 1 ,1,435,,SQ.FT,i, 1 ('' I FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. D. SLEEVE LINE W W v Q xn 6' I 3. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 315 PVC TWICE THE DIAMETER OF THE 644'0 SUDER(+t LEAVE A 36" COIL OF EXCESS WIRE AT EACH SPLICE AND 100 FEET ON CENTER W/6'OX1'6 TRANSOM Q 3' 6 ARCH ALONG WIRE RUN. TAPE WIRE IN BUNDLES 10 FEET ON CENTER. NO TAPING PIPE OR WIRE BUNDLE WITHIN; BURIAL DEPTH FOR SLEEVES BELOW FINISHED GRADE ARE AS Q I L VERI ZE AND AVAILABLE E STA C PRE SURE). FOLLOWS: y y IELQVERIFY A MINIMUM 60 SI STATIC PRESSURE PERMITTED INSIDE SLEEVES. 4. INSTALL A SPARE CONTROL WIRE OF A DIFFERENT COLOR ALONG THE ENTIRE MAIN 24" MINIMUM UNDER PAVEMENT FOR MAIN LINES AND WIRING y y yNN LINE. LOOP 36" EXCESS WIRE INTO EACH SINGLE VALVE BOX AND INTO ONE VALVE 18" MINIMUM UNDER PAVEMENT FOR LATERAL LINES 1 _ - I V CQI.r I BOX IN EACH GROUP OF VALVES. 2. ALL SLEEVE BELOW HARDSCAPE SHALL EXTEND 18" BEYOND HARD SURFACES EDGES. 1 W + + + + + - - -- IVC + + + + + + + B. VALVES & VALVE BOX +'++++++4+4.+SQ.+FT+++++++++ I E. IRRIGATION SYSTEM 1 ++++++++++++++++++++++++++++++++++++++++ I 1. INSTALL VALVE BOXES 12" FROM AND PERPENDICULAR TO WALK, CURB, LAWN, + + + + + + + + + + + + + + + + + + + + 8 S FT. BUILDING OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, EACH BOX IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT RUNOFF, LOW HEAD DRAINAGE, v + + + + + + + + + + + + + + + + + + + + + OVER SPRAY, OR OTHER SIMILAR CONDITIONS. +*+++++*+*+++++++++++++*+*+++++*+*+++++*+* • � � SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND EACH BOX + + + + + + + + + + + + + + + + + + + + + + ' + ' + ' ' + + ' + ' + ' ' ' + ' ' ' + SHALL BE 12" APART. SHORT SIDE OF VALVE BOX SHALL BE PARALLEL TO WALK, F. STORMWATER BEST MANAGEMENT PRACTICES W ZOI4E A + + + + + + + + + + + + + + + + + + + + •/ CURB, LAWN, ETC. \ 1 440 SF I 1 y 1 2. VALVE LOCATIONS SHOWN ARE DIAGRAMMATIC. INSTALL IN GROUND COVER/SHRUB ANY STORMWATER BEST MANAGEMENT PRACTICES SHELL BE INCORPORATED INTO 1 W W W W W W W I AREAS WHERE POSSIBLE (NOT IN LAWN AREA). THIS LANDSCAPE INSTALLATION PROJECT. T. 148 SFo 3. LOCATE Q.C.S 12" FROM HARDSCAPE AREAS. 1 D LANDSCAPE WATER USE Q NEW ESTIMATED TOTAL WATER USE PER YEAR MAXIMUM ALLOWABLE WATER ALLOWANCE SEE CIVIL DRAWING AFOR DETAITER RL S® ETWU=(ETo)(0.62)( (PF)(HA) +SLA) MAWA = (ETo)(0.62) { (ETAF x LA) + [ (1 - ETAF) x SLA ] } (IE) MAWA = 45.3 x 0.62 x { (0.55 x 2104) + [ (11 - 0.44) x0 ] } ESTIMATED TOTAL WATER USE FOR EACH HYDROZONE = 32,501.0 GALS /YEAR \ Hydro- Plant Water Plant Irrigation Irrigation ETAF Hydrozone ETAF ETWU zone Use Type Factor, PF Method Efficiency, IE (PF/IE) Area(SF), HA X Area (HA) (GalNera) O ESTIMATED TOTAL WATER USE PER YEAR \ A HIGH 0.9 Spray 0.75 1.20 435 522.00 14661 C HYDRO ZONE A 14,661 GAL W a a a.2 Drip 0.81 0.25 721 178.02 5000 , N cn 1n Front Yard LOW 0 HYDRO ZONE C Front Yard 5000 GAL Ix C LOW 0.2 Drip 0.81 0.25 874 215.80 6061 HYDRO ZONE C BackYard 6061 GAL Back Yard 2030 916 25722 TOTAL: 25,722 GAL / YEAR SCALE: DWG BY: HYP C IRRIGATION SCHEDULE TOTAL LANDSCAPE AREA (LA) 2104 SF (2030 SF + 74 SF (NO WATER AREA) DWG DATE: 9/25/21 SPECIAL LANDSCAPE AREA (SLA) 74 SF IRRIGATION SHELL BE LIMITED BETWEEN THE HOURS OF 8:00 PM AND 10:00 AM, CHECK BY: HYP UNLESS UNFAVORABLE WEATHER PREVENTS IT OR RENDERS IRRIGATION UNNECESSARY (IRRIGATION OUTSIDE NORMAL DESIGNATED HOURS IS ALLOWED FOR AUDITION AND SYSTEM MAINTENANCE ONLY). ETAF CALCULATION CHECK DATE: 9/25/21 IRRIGATION SCHEDULE;MARCH,APRIL,MAY,SEPT,OCT,NOV.(SPRING&FALL) IRRIGATION SCHEDULE;JUN,JULY,AUG.(SUMMER) IRRIGATION SCHEDULE;DEC,JAN,FEB.(WINTER) Average ETAF = ( Total ETAF X Area / Total Landscape Area Valve Irrigation Flow Rate Preci Rate Min. Cycles Days Gals Gals Valve Irrigation Flow Rate Preci Rate Min. Cycles Days Gals Gals Valve Irrigation Flow Rate Preci Rate Min. Cycles Days Gals Gals = 916 / 2104 PJT NO: No. Type (GPM) (In/h) /Cycle /Day /Week /Week /Season No. Type (GPM) (In/h) /Cycle /Day /Week /Week /Season No. Type (GPM) (In/h) /Cycle /Day /Week /Week /Season = 0.44 1 Spray 10.62 19.13 7 1 3 223.02 5352.48 1 Spray 10.62 19.13 10 1 5 531.00 6372.00 1 Spray 10.62 19.13 5 1 1 53.10 637.20 FILE NO: 2 Drip 2.23 N/A 9 1 3 60.21 1445.04 2 Drip 2.23 N/A 13 1 5 144.95 1739.40 2 Drip 2.23 N/A 8 1 1 17.84 214.08 * Average ETAF for Regular Landscape Area must be 0.55 or below for Residential Area. 3 Drip 2.69 N/A 18 1 3 145.2E 3486.24 3 Drip 2.69 N/A 23 1 3 185.61 4454.64 3 Drip 2.69 N/A 15 1 3 121.05 2905.20 Column Column Column Total: 428.49 10283.7E Total: 861.5E 12566.04 Total: 191.99 3756.48 "I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING Sheet: L3 . 0 ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN." 3 of 4 Sheets. 49 mmunity Development Department EnV2 Inc. Planning Division - Cupertino I Enivision of Nature 4:UPERTINO APPROVED Case # - CA L,1C.: A,B,C27 910951 Ass PLANTING SPECIFICATIONS IRRIGATION SPECIFICATIONS 1937 CONCOURSE DR. p�,�,�� gft1t1^Ih YBACKFLOW PREVENTER PLANTING REb v.GGPR[55C1R'€��i E'E`r(5) ENCLOSURE SHRUB DEVICE BACKFLOW PREVENTER A B SAN JOSE,CA 95131 BALL VALVE WEATHER BLANKET IRRIGATION CONTROLLER - WALL MOUNT SEE NOTE#1 COMPACTED BACKFILL FINISH GRADE TEL: (408)890-6289 A row B d " PI1 nIn CO rT1ISSIO INTERIOR WALL FINISH GRADE 3" HIGH BERM pp y" FAX: (408) 886-7229 _________ __________ ,`� I. SCOPE I. IRRIGATION GENERAL NOTES �7 -� SET ROOTBALL 1 AD 3" LAYER OF BARK A rov Date �7�� t'/� I ROTOR OR POP-UP ABOVE FINISH GRADE " � � THE SCHEDULE OF WORK PROCEDURES INCLUDED IN THIS SECTION ARE LISTED AS FOLLOWS THE MATERIALS AND METHODLS TO BE USED IN CONSTRUCTING HE IRRIGATION pp SPRINKLER BODY VP MULCH (PER SPECS.) SYSTEM SHALL CONFIRM TO HE APPLICABLE PROVISIONS OF THE UNIFORM PLUMBING SCARIFY PIT �' A. SOIL PREPARATION SI na to B rl�a n n e I 1 I PVC SCH 80 NIPPLE TO ELIMINATE e� B. CLEARING AND SGRUBBING CODE (PUBLISHED BY THE WESTERN PLUMBING OFFICIALS ASSOCIATION), THE g (LENGTH As ReoulReo> AUGER SLICK C. SOIL CONDITIONING NATIONAL ELECTRIC CODE, AND ALL CODES PROPERLY GOVERING THESE ACTIVITIES AT \ \ D. FINISHING GRADING THE LOCATION OF HE WORK. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL H r 24 VOLT WIRE IN RIGID 3/4"(MIN.) PVC CONDUIT TO RCVS y\ PVC SCH 40 STREET ELL EXISITNG UTILITIES, WHETHER SHOWN ON PLANS OR NOT, AND WILL BE RESPONSIBLE 120 VOLT OUTLET FOR IRRIGATION CONTROLLER i - BACKFILL MIX E. METHOD OF PLANTING FOR ANY AND ALL DAMAGE TO SAME. CONTRACTOR SHALL VERIFY PRIOR TO CONDUIT WALL ANCHOR REFER To AMEND SOIL FROM F. PLANTING TREES CONSTRUCTION THAT HIS CONTRACT SHALL VERIFY PRIOR TO CONSTRUCTION THAT HIS IRRIGATION I I COPPER PIPE _'" G. PLANTING OF SHRUB, VINE AND GROUND COVERS CONTRACT DOCUMENTS REFLECT THE LATEST REVISIONS AND PLAN CHECKS. THIS I I LEGEND ;;��jt,n.:;:::, PIT (PER SPECS) I I (TYPICAL) FINISHED FLOOR ELEVATION - H. WATERING BASINS SYSTEM IS BASED ON THE MAXIMUM FLOW DEMAND SHOWN ON HE IRRIGATION I MIN. 12" I PVC SCH So NIPPLE FERTILIZER TABLETS L------------------ -------� SWEEP ELL, TYP. (LENGTH AS REQUIRED) U PER SPEC.) I. LAWNS DRAWINGS. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO COMMENCEMENT OF I INSTALLATION. ;,. •'.,.•••+- r/z FOOT TAMP AMENDED J. WATERING FOR ENTIRE PLATING AND LAWN AREA FINISH m - PVC SCH 40 STREET ELL Lj X x/z SOIL (PER SPEC) K, TREE STAKING THE WORK OF THIS SECTION INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT GRADE L. ESPALIERING VINES IF APPLICABLE REQUIRED TO COMPLETE WORK INDICATED ON HE PLANS. HE WORK SHALL BE SUP COUPLING M. CULTIVATIONS AND WEED REMOVAL PERFORMED IN ACCORDANCE WITH HE BEST STANDARDS OF PRACTICE RELATING TO e e e � n ° NOTES NOTES: THE VARIOUS TRADES AND UNDER THE CONTINUOUS SUPERVISION OF A COMPETENT �\ 1. LOCATE CONTROLLER TO MEET ADA GUIDELINES. KEY PAD &READOUT \/ / 1. X = WIDTH OF ROOTBALL FOREMAN, CAPABLE OF INTERPRETING THE PLANS AND THESE SPECIFICATIONS. TO BE 48" MAX HEIGHT. 2. Y = DEPTH OF ROOTBALL 4"CONC.PAD FO // / / VARIES 2. LOCATE NEAR PHONE CONNECTION &OUTLET, WHENEVER POSSIBLE. /r PVC SCH ao Tee or ELL II. MATERIALS ALL LOCAL MUNICIPAL, AND STATE LAWS, RULE, AND REGULATIONS GOVERNING OR PROTECTIVE MIN. 3. COORDINATE W/MECH. &ELECT. TRADES. RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND ENCLOSURE A. PLANT MATERIALS MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED PVC LATERAL PIPE SHRUB PLANTING DETAIL THE PLANTS MATERIALS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED, SHALL CONFIRM TO THE FOLLOWING OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THESE SPECIFICATIONS SHALL TRENCH BOTTOM OF NOT BE CONSTRUCTED TO CONFLICT WITH ANY OF THE ABOVE RULES, REGULATIONS, COPPER MALE I WALL NMOUNT IRRIGATUION CONTROLLER ONE FILE MEDETAI L UNDISTURBED SOIL SCALE: NONE DATE: 05/18/08 FILE NAME: N/A DRAWINGS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCTION OF (1). NONMENCLATURE: PLANTS NAMES INDICATED OR LISTED IN THE NOT OF PLANT MATERIALS" ON THE DRAWINGS, OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THESE SPECIFICATIONS AND ADAPTER TYP CONFORM TO ' STANDARD PLAT NAMES" SECPMD EDITION, EXCEPT FOR NAMES NO COVERED THEREIN, THE ESTABLISHED CUSTOMER OF THE ( ) ABETTER QUALITY, HIGHER STANDARD, OR LARGER SIZE THAT IS REQUIRED BY HE NOTE: NURSERY IS FOLLOWED. ABOVE RULES AND REGULATIONS, THE POSITIONS OF THESE SPECIFICATIONS AND �T1 SCH 40 90°ELL 1. INSTALL TOP OF POP-UP SPRINKLER 1 INCH ABOVE FINISHED GRADE IN FO w DRAWINGS SHALL TAKE PRECEDENCE. SUPPLY LINE SCH 40 PVC MALE ADAPTER SHRUB AREAS AND FLUSH WITH GRADE IN TURF AREAS. O.C. (2). CONDITIONS: PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOUND, HEALTHY, VIGOROUS, FREE FROM 2. ROTORS SHALL BE INSTALLED FLUSH IN TURF AREAS. O PVC PLANTS DISEASE, INSECTS PESTS, OR OTHER EGGS, AND SHALL HAVE HEALTHY, NORMAL ROOF SYSTEM, WELL FILLING THEIR CONTAINERS, IRRIGATION COORDINATE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE, SO THERE MAINLINE PIPE TOP of BOXY2 INCH ABOVE RASH GRADE IN TURF. BUT NOT TO THE POINT OF BEING ROOT BOUND. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY, EXPECT AS AUTHORIZED BY THE LANDSCAPE 1 INCH IN GROUNDCOVER AREAS. ® ® ® BACK OF WALK OR CURB SHALL BE NO INTERFERENCE EXISTING WITH OR DIFFICULTY IN PLANTING SHRUBS, NOTES: DESIGNER, OR HIS REPRESEBTATIVE. IN NO CASE SHALL TREES BE TOPPED BEFORE DELIVERY. TREES, GROUND COVERS, OR EXISTING OR PROPOSED UTILITIES AND OTHER 1. INSTALL BACKFLOW PREVENTOR AS REQUIRED BY LOCAL CODES AND HEALTH �o HEADERBOARD CONSTRUCTION. HE CONTRACTOR SHALL OBTAIN AND PAY FOR ANY AND ALL DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 10 INCH DIAMETER ROUND PLASTIC VALVE BOX - ® e" oily* (3). THE HEIGHTS AND SPREAD OF ALL PLANTS MATERIALS SHALL BE MEASURED WITH BRANCHES IN THEIR NORMAL POSITION. THE CALIPER OF ALL TREES SHALL BE PERMITS AND ALL INSPECTIONS AS REQUIRED. CAREFULLY NOTE ALL ESTABLISHED 2. INSTALL WEATER BLANKET AND ENCLOSURE. WITH PLASTIC LID.SECURE LID WITH%INCH n IRRIGATION ROTOR OR POP-UP DETAIL EQUAL TRIANGULAR SPACING REQUIRED MEASURED 4'-0" ABOVE THE SURFACE OF THE GROUND. WHERE CALIPER OR OTHER DIMENSIONS OF ANY PLANTS MATERIALS ARE OMITTED FROM THE ram, DIAMETER STAINLESS STEEL MACHINE BOLT AS ey BETWEEN PLANTS. (REFER TO PLANT GRADE CHANGED DURING COURSE OF THIS WORK TO ORIGINAL CONTOURS. W SCALE: NONE DATE: OS/18/OB FILE NAME: LSD-21.dwg LEGEND FOR ON CENTER SPACING.) " LIST OF PLANT MATERIALS", IT SHALL BE UNDERSTOOD THAT THESE PLANT MATERIALS SHALL BE NORMAL STOCK FOR TYPE LISTED. COORDINATED WITH MANUFACTURER. ® ® ® ALL SITE UTILITIES ARE TO BE PROTECTED DURING CONSTRUCTION. IN THE EVENT OF r 1 IRRIGATION BACKFLOW PREVENTOR UNIT DETAIL TOP OF LID SHALL BE STENCILED WHITE"GV" PLAN (4). INSPECTION: ALL PLANT MATERIALS MUST HAVE BEEN PREVIOUSLY INSPECTED AT THE NURSERY BY APPROPRIATE GOVERNMENTAL AGENCY AS REQUIRED BY STATE, CONFLICT BETWEEN THE PLANS AND UTILITIES THE CONSTRACTOR SHALL NOTIFY THE v 1 OR LOCAL CODE, AND SHALL BE SUBJECT TO THE INSEPCTION AND APPROVAL OF THE LANDSCAPE ARCHITECT OR DESIGNER , BEFORE PLANTING. LANDSCAPE DESIGNER IMMEDIATELY. ANY DAMAGE TO UTILITIES, STRUCTURES, OR �\ 1 SCALE: NONE FILE NAME: LSD-16.dwg FINISH GRADE GROUNDCOVER PLANT OTHER FEATURES TO REMAIN, CAUSED BY THE LANDSCAPE CONTRACTOR, SHALL BE 81NCH DIAMETER PVC VERTICAL 3" LAYER BARK MULCH - SEE SPECS. (5). PLANT LIST: AS INCLUDED ON THE PLANTING PLAN REPLACED OR REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. V SLEEVE FOR ACCESS-NOTCH (6). SIZES OF PLANTS: SHALL BE STATED ON THE PLNAT LIST. CONTAINER STOCK (1 GAL, 5 GAL, AND 15 GAL , 24" BOX) SHALL HAVE BEEB GROWN IN THAT CONTAINER BEFORE PROCEEDING WITH ANY WORK THE CONTRACTOR SHALL CAREFULLY CHECK O SLEEVE TO FIT OVER PIPE. 5 6" MIN. DEPTH OF AMENDED SOIL, SEE SPECS. FOR AT LEAST ONE YEAR , BUT NOT OVER TWO YEARS 1 ID TAG \// OO DIFFUSER BUG CAP: AND VERIFY ALL DIMENSIONS AND QUANTITIES AND SHALL IMMEDIATELY INFORM THE �^\ w 2"TYP RAIN BIRD DBC-025(OPTIONAL) CO GATE VALVE 13 (1 OF 2 SHOWN,8 POSSIBLE) (7). SUBSTITUTIONS: FOR THE INDEICATED PLANTS MATERIALS WILL BE PERMITTED PRVIDED THE SUBSTITUTE MATERIALS ARE APPROVED IN ADVANCE BY THE LANDSCAPE DESIGNER LANDSCAPE DESIGNER OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND /OR THE 1 2 3 O2 WATERPROOF CONNECTION (1 OF 2) a J QUNIVERSAL Yi TUBING STAKE: BACKFILL MIX AMENDED PER SPECS. SPECIFICATIONS AND ACTUAL CONDITIONS. NO WORK SHALL BE DONE IN ANY AREA Z COMMON BRICK AND THE SUBSITUTIONS ARE MADE AT NO ADDITIONAL COST TO THE OWNER. eXCPET FOR THE VARIATIONS TO AUTHORIZED , ALL SUBSTITUE PLANT MATERIALS SHALL 3 30-INCH LINEAR LENGTH Of w O INSIDE VIEW (1 of 2 SHOWN,a POSSIBLE) SECTION WHERE THERE IS SUCH A DISCREPANCY UNTIL APPROVAL FOR SAME HAS BEEN GIVEN LL_ 1 (2 TOTAL-180 DEGREES'APART) UNDISTURBED SUBSOIL CONFIRM TO THE REQUIREMENT OF THESE SPECIFICATIONS. IF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATED OR SPECIFIED, BY THE LANDSCAPE DESIGNER. DUE TO THE SCALE OF THE DRAWINGS, IT IS )•/� f••I••I OF WIRE, COILED w I QY:DISTRIBUTION TUBING: THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISION OF THE CONTRACT. o'a . PVC SCH 80 MALE ADAPTER (LENGTH AS REQUIRED) IMPOSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAY BE O4 REMOTE CONTROL VALVE /\\/ /// 1 z 3 a s (1 OF 2 SHOWN,8 POSSIBLE) REQUIRED TO COMPLETE THE IRRIGATION SYSTEM. 4 O5 INSTALL 6-INCH MIN. ABOVE v F (8). PLANTS NOT APPROVED: TO BE REMOVED FROM SITE IMMEDICATELY AND REPLACE WITH SUITABLE PLANTS. ®SUBTERRANEAN EMITTER BOX: NOTES: HIGHEST POINT OF DISCHARGE PVC MAINLINE PIPE IF ADDITIONAL REVIEWS OR WALK -THROUGH ARE REQUIRED DUE TO LACK OF 6 UV RADIATION RESISTANT /� / 4INCH MINIMUM DEPTH OF ©MULTI-OUTLET EMISSION DEVICE: 1. SETBACK FROM BACK OF CURB OR BACK OF WALK OR HEADERBOARD IS LANDSCAPE CONTRACTOR COMPLIANCE, SAID REVIEWS OR WALK-THROUGHS WILL BE U \/ \ EQUAL TO 1/2 O.C. SPACING FOR GIVEN SPECIES. CHARGED TO THE LANDSCAPE CONTRACTOR. 5 PVC SCH 40 MALE ADAPTER �\,\ �\ /y INCH WASHED GRAVEL 6 TOP OF MULCH r / 2. EQ= EQUAL TO ON CENTER SPACING SHOWN ON PLAN. v 1 OF 2 NOTE: B. FERTILIZERS AND SOIL AMENDMENTS ( ) ° O7 FINISH GRADE r M, � 1. ALL BOXES SHALL BE OFFSET 12 INCHES FROM ANY SIDEWALK,CURB OR HEADER. 6 O7 UV RADIATION RESISTANT 6 ORGANIC COMPOST AND SOIL AMENDMENTS SHALL BE UNIFORM IN COMPOSITION, DRY AND FREE 7 PVC SCH 40 PIPE OPRESSURE BIRD D PPS 05 II. IRRIGATION MATERIALS 1 OF 2 r 7 RAIN BIRD PRS-O50-30(OPTIONAL) FLOWING, DELIVERED TO THE SITE IN THE ORIGINAL, UNOPENED CONTAINERS, EACH BEARING THE SITE IN THE ORIGINAL, UNOPENED CONTAINERS, EACH BEARING THE MANUFACTURE'S O ( ) / IRRIGATION GATE VALVE IN BOX DETAIL OPVC SCH 80 CLOSE NIPPLE , R GROUND COVER PLANTING DETAIL GURANTED ANAYSIS, ANY MATEIALS WHICH BECMOMES CAKED OR OTHERWISED DAMAGED, MAKING IT UNSUITABLE FOR USE, WILL NOT BE ACCEPTED. A. SUBSTITUTIONS N 8 FINISH GRADE/TOP OF MULCH SCALE: NONE DATE: 05/18/08 FILE NAME: LSD-22.dwg 8 10 PVC SCH 40 TEE OR ELLBOW SCALE: NONE DATE: 05/18/08 FILE NAME: N/A IRRIGATION MATERIALS SHALL BE FURNISHED IN THE QUANTITIES AND /OR SPACING 9 C. BARK CHIP MULCH AS SHOWN OR NOTED AND SHALL BE OF THE SIZE AND MANUFACTURE AS INDICATED O9 PVC SCH 40 ELL 1t PVC LATERAL PIPE ON THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH IRRIGATION Mr4e (1 OF 2) 10 ALL PLANTED AREAS (EXCPET TURF) SHALL RECEIVE A TOP DRESSING OF MULCH RECYCLED IN DARK BROWN COLOR. MULCH SHALL BE REDWOOD BARK CHIPS, MEDIAN GRIND OF MULCH. ARTICLES, EQUIPMENT MATERIALS, OR PROCESSES SPECIFIED BY NAME IN THE r MAINLINE,LATERAL& 11 12 3"MINIMUM DEPTH OF MEDIAN GRIND 3 8 TO 3 4 INCH DIAMETER). NO SHREDDED BARK IS ACCEPTABLE. DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED WIHIUT PRIOR M v 10 PVC LATERAL PIPE WIRING INTO COMMON MAINLINE PIPE& 12 %"WASHED GRAVEL 4 � ( / / ) I^ (1 OF 2) TRENCH QUICK COUPLING 13 XERI-BUG EMITTER AND/OR PC %, `� MINIMUM TWO (2) INCHS LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACE OF PLANTIUNG AREAS. WRITTEN APPROVAL BY THE LANDSCAPE DESIGNER. EQUIPMENT OR MATERIALS MODULE(SEE NOTE FOR OPTIONS) TTI INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE REFER TO LINE DESIGNER MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE SUCH IRRIGAO \ N D. SOIL MATERIALS FROM THE SITE AT HIS OWN EXPENSE. APPROVAL OF ANY ITEM, o SOIL SHALL BE EXSITING SUBFACE SOIL (UNLESS OF THERWISE INDICATED ON THE PLANS) AND SHALL BE FREE FROM SUBSOIL, REFUSE, ROOTS, HEAVY OR STIFF CLAY, ALTERNATE OR SUBSTITUTE INDICATES ONLY THAT THE PRODUCTS APPARENTLY MEET NOTES: �r ROCKS, STICKS, BRUSH OR OTHER DELETERIOUS MATERIALS. ANY AND ALL IMPORTED SOIL, IF REQUIRED, SHALL BE OF A SANDY-LOAM TEXTURE. SOIL SAMPLES AND ANAYSIS REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE LATERAL PIPE 1.COIL ADDITIONAL 9"OF TUBING IN EMITTER BOX TO FACILITATE MAINTENANCE. SHALL BE SUBMIOTTED TO THE LANDSCAPE DESIGNER FOR APPROVAL PRIOR TO DELIVERY OF ANY SOIL TO THE PROJECT SITE. SHOULD THE LANDSCAPE DESIGNER REJECT ANY INFORMATION OR SAMPLES SUBMITTED. MANUFACTURER'S WARRANTIES SHALL NOT 2. XERI-BIRD 80 PROVIDES A CENTRALIZED LOCATION FOR UP TO 8 EMITTERS. A MIX OF XERI-BUG PORTION OF THE DELIVERED SOIL, FOR ANY REASON, IT SHALL BE REMOVED IMMEDICATEDLY AT NO COST TO THE OWNER. RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH SECTION VIEW AND/OR PC MODULES CAN BE USED TO PROVIDE THE FLOW RATES NEEDED FOR DIFFERENT MINIMUM EIGHT (8) INCHES, NON-COMPACTED TOPSOIL SHALL BE AVAILABLE FOR WATRER ABSORPTION AND ROOT GROWTH IN PLANTED AREAS. WARRANTIES SHALL ONLY SUPPLEMENT THE GUARANTEE. MAINLINE,LATERAL& PLANT MATERIALS. XERI-BIRD 80'S CAN UTILIZE THE FOLLOWING EMITTERS: WIRING INTO COMMON MAINLINE PIPE 8 B. PIPING TRENCH QUICK COUPLING RAIN BIRD XERI-BUG BARB X BARB EMITTERS: ANTI-SIPHON ELECTRIC REMOTE-CONTROL VALVE DETAIL A.C.PAVELEMENT LINE XB-05PC 0.5 GPH XB-IOPC 1.0 GPH XB-20PC 2.0 PH PVC III. LANDSCAPE WORK PROCEDURES BLISTERS, INTERNAL ATIC PIPE: LL ATAONSC DENTS,PIPE OWR WRINK BE LES, CRACKSLLED , HOLESLL BE , FOREIGN EE M SCALE: NONE FILE NAME: LSD-24.dwg % / RAIN BIRD XERI-BUG 10-32 THREADED INLET X BARB OUTLET EMITTERS: °° XB-05PC-1032 0.5 GPH XB-10PC-1032 1.0 GPH XB-20PC-1032 2.0 GPH A. SOIL PREPARATION MATERIALS, AND THE INTERIOR WALL SHALL BE SMOOTH AND HAVE A GLASS-LIKE o APPEARANCE. ALL PIPE SHALL BE MARKED CONTINUOUSLY AND PERMANENTLY WITH RAIN BIRD PC MODULE BARB x BARB EMITTERS: (1). THE SOIL SHALL OT BE WORKED WHEN THE MOISTURE CONTENT IS SO GREAT THE EXCESS COMPACTION WILL OCCUR: NOT WHEN IT IS SO DRY THT A DUST WILL FORM/\ THE FOLLOWING INFORMATION: MANUFACTURER'S NAME, KIND OF PIPE, MATERIAL, SIZE LATERAL PIPE PC 12 GPH -18 1e PH GPH Pc-24 2a GPH IN THE AIR. WATER SHALL BE APPLIED, IF NECESSARY, TO PROVIDE IDEA MOISTIRE CONTENT FOR TILLING AND FOR PLANTING HEREIN SPECIFIED. SCHEDULE OR TYPE, AND MANUFACTURER'S QUALITY CONTROL IDENTIFICATION. UNDER A.C.PAVELEMENT RAIN BIRD PC MODULE 10-32 THREADED x BARB EMITTERS: (2). PRELIMINARY GRADING SHALL BE DONE IN SUCH A MANNER AS TO ANTICIPATE THE FINISHED GRADE. EXCESS SOIL SHALL BE REMOVED OR REDISTRIBUTED BEFORE APPLICATION C. CONTROL WIRE PC-05-1032 5 GPH PC-07-1032 7 GPH PC-10-1032 10 GPH OF FERTILIZER AND MULCH. WHERE SOIL IS TO BE RELACED BY PLANTS AND MULCH, ALLOWANCE SHALL BE MADE SO THAT WHEN FINISH GRADING HAS BEGUN, THERE SHALL SECTION VIEW TREE ROOF BARRIER DIRECT BURIAL REMOTE CONTROL WIRED SHALL BE U.L. APPROVED TYPE U.F., MINIMUM 8 MULTI-OUTLET EMISSION DEVICE DETAIL (LINEAR) SEE STAKING BE NO DEFICIENCY IN THE SPECIFIED DEPTH OF MULCHED PLANTED BEDS. OF 4/54 INCH VINYL INSULATION. CONSULT VALVE MANUFACTURER'S CURRENT WIRE LATERAL PIPE PLAN I I I I- (3). LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EXISTING BRUSH, DEAD TREES, AND WEEDS TO THE SATISFATION OF THE LADSCAPE DESIGNER. SIZING CHART FOR WIRE SIZES REQUIRED. COMMON RETURN WIRE SHALL BE WHITE O WITH OPTIONAL PRESSURE REGULATOR _ _ AND PRIOR WIRE SHALL BE RED, ORANGE OR BLACK. ALL SPLICES SHALL BE MADE MAINLINE PIPE 1/4" TUBING, STAKE AND OPTIONAL BUG CAP .. I • ' III-III I I I I- (4). TRENCHES: ANY PORTION OF THE SPRINKLER SYSTEM IS INSTALLED AFTER GRADING AND FERTILIZING IS COMPLETED, THE UPPER PORTION OF THE BACKFILL SHALL BE RETILL WITH 'SCOTCH LOCK' #3577 CONNECTOR SEALING PACKS, OR APPROVED EQUAL. O1 30 INCH LINEAR LENGTH OF WIRE, COILED MAINLINE, i AND FERTILIZED TO THE DEPTH SPECIFIED FOR THE AREA AS REQUIRED, TO CONFIM TO THE SPECIFICATIONS. CONNECTION (1 OF 2) LATERAL& to SCALE: NONE FILE NAME: LSD-29.dwg (5). FINSIH GRADES: LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR BRING ALL PLANTED AREAS TO FINISH GRADE, WHICH SHALL BE 101/2" BELOW PAVING , CURB, AND D. SPRINKLER HEADS, REMOTE CONTROL VALVES, CURB WATERPROOF WIRING INTO /CUTTER - AND HEADERS, OR AS NOTES BY SPOT ELEVATIONS, THE LANDSCAPE CONTRACTORS SHALL RECEIVE THE SITE GRADED BY OTHERS TO WITHIN +1' (1/10 OF ONE FOOT) AUTOMATIC CONTROLLER, QUICK COUPLER - SHALL BE OF TYPE, SIZE AND LOCATION AS NOTED AND INDICATED ON THE TRENCH a O3 ID TAG W[� NTROLLER I - ' ,, DRAWINGS. REMOTE CONTROL VALVES AND QUICK COUPLERS SHALL BE LOCATED A RE(NO 5 - - B. CLEARING AND SGRUBBING4 ANTI-SIPHON VALVE III-I MAXIMUM OF 12" FROM CURB, WALK, OR HEADERBOARD. FINAL LOCATION AND EXACT NDUIT) I -III,,,III-III I I -III ALL EXISTING TREES SHALL BE PRESERVED IN AN UNDISTURBED CONDITION EARTHEN MOUNDINGS SHALL BE ROUGH GRADED TO CONTOURS AS SHOWN ON POSITIONING OF AUTOMATIC CONTROLLER SHALL BE SPPROVED BY THE OWNER'S e 6 O5 PRESSURE REGULATOR & Y-FILTER: THE PLANTS BY THE GENERAL CONTRACTORS MOUND SHALL BE CONSTRUCTED WITH ENOUGH EXCESS MATERIALS TO ALLOW FOR FUTURE SETTEMENT. SUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. REFER TO IRRIGATION LEGEND RUN WIRING FINAL LOCATION OF MOUNDS SHALL NOT CONFLICT WITH EXSITING UTILITIES, UTILITY BOXES, VALVE BOXES, ETC. NO COMPACTION WILL BE ALLOWED, EXCEPT FOR NORMAL GRADING ALL SOLVENT BENEATH E. BACKFLOW PREVENTION AND SHAING OPERATIONS. AMU EXCESS MATERIALS UPON COMPLETION OF HE GRADING OPERATIONS SHALL BE SPREAD IN AREAS AS DIRECTED BY THE LANDSCAPE DESIGNER. IN MIN 8' O PVC SCH 80 UNION WELD PLASTIC BACKFLOW PREVENTERS AS DESIGNATED ON THE DRAWINGS OR AS APPROVED BY THE ABQrE HIGHEST POINT MAINLINE. PIPING TO BE TIE A 24 INCH LOOP IN ALL WIRING AT 0 OF DI HMGE a O PVC SCH 40 MALE ADAPTER TAPE&BUNDLE AT SNAKED IN CHANGES OF DIRECTION OF 30 INCHES ROOF BARRIER 6" AWAY LOCAL GOVERNING BODY. DO NOT LOCATE IN LAWN AREAS. FINAL LOCATION AND 10 FOOT TRENCH AS OR GREATER.UNTIE AFTER ALL FROM CURB C. SOIL CONDITIONING EXACT POSITIONING OF BACKFLOW PREVENTER SHALL BE APPROVED BY THE OWNER'S OUV RADIATION RESISTANT PVC SCH 40 PIPE INTERVALS SHOWN CONNECTIONS HAVE BEEN MADE. 6" CONCRETE CURB SUBMIT SOIL SAMPLES (MIN. 3) TO SOIL AND PLANT LABORATORY, FOLLOW SOIL CONDITION RECOMMANDATION OF REPORT AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. UNIT SHALL BE SCREED WITH g (1 OF 2) PLANT MATERIAL SHOWN ON THE PLANTING PLAN IN THE LOCATION OF THE @FINISH GRADE/TOP OF MULCH PLAN VIEW NOTE: ALL ROOTS TO BE SPREAD BACKFLOW PREVENTER OR ELESEWHERE ON SITE WHEN DIRECTED BY THE LANDSCAPE R To 10 PVC SCH 40 ELL (1 of 2) Nores: STAKING PLAN VIEW DESIGNER TO SCREEN UNIT. NO PVC PIPING SHALL BE USED IN BACKFLOW PREVENTER 4IRRIGATION O 1. TRENCH BACKFILL SHALL BE NATIVE MATERIAL,COMPACT TO 90%MINIMUM,RELATIVE COMPACTION. D. FINISHING GRADING ASSEMBLIES. LEGEND 10 O 11 PVC LATERAL PIPE (1 OF 2) (1). THE FINISH GRADING SHALL CONFORM TO THE PROPOSED CONTOURS AND SET GRADES AS SHOWN ON THE PLATNS AND AS MODIFIED HEREIN: F.VALVE BOXES J 11 11 ROOT BARRIER DETAIL (A): EXISTING FINSH GRADE SHALL BE TO A TOLERANCE OF PLUS OR MINUS 1/10 OF ONE FOOT (0.1) FOR ALL LANDSCAPE AREAS CONTROL VALVE BOXES SHALL BE AMETEK NO. 10-70-00 WITH GREEN COVER LID NO. 8 IRRIGATION TRENCH DETAILNE DATE: 05/18/08 FILE NAME: LSD-18.dwg („ 10-173-004 OR EQUAL. INSTALL EXTENSIONS IF REQUIRED. SCALE: NO SCALE: NONE DATE: O5/18/08 FILE NAME: N/A (B): IN LAWN AREA THE FINISH GRADE SHALL BE 1-1/2" BELOW ADJOINING FLAT WORK, EXCPET ALONG EDGES WHERE WATER MAY BE TRAPPED, THE FINISH GRADE SHALL BE BROUGHT FLUSH. ANTI-SIPHON ELECTRIC REMOTE-CONTROL VALVE SET STAKES PERPENDICULAR TO III. IRRIGATION INSTALLATION J WITH PRESSURE REGULATOR & Y-FILTER DETAIL PREVAILING WIND DIRECTION A. PHYSICAL LAYOUT E. METHOD OF PLANTING PRIOR TO INSTALLATION, CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLY SCALE: NONE FILE NAME: LSD-28.dwg WIND DIRECTION NAIL RUBBER TREE STRAP GO LINES, ROUTING, AND LOCATION OF SPRINKLER HEADS. ALL LAYOUT SHALL BE TO CROSSBRACE. F. PLANTING TREES APPROVED BY THE LANDSCAPE CONTRACTOR PRIOR TO INSTALLATION. IF EQUIPMENT W/ GALV. NAILS 3" DIA x 10' TREATED LODGEPOLE ALL PITS FOR PLATNS SHALL BE DUG SQUARE PER PLAN DETAILS, LEAVE SIZE OF HOLES SHALL BE TWO TIMES DIAMETER OF ROOT BALL, AND ONE -HALF AGAIN AS DEEP IS INCORRECTLY LOCATED WITHOUT SAID APPROVAL, IT IS THE CONTRACTOR'S �2" DIA. LODGEPOLE TWO 1"X4" CROSS BRACE PINE STAF(�S OUTSIDE UNDISTURBED AS DEPTH OF ROOF BALL. SOIL AT SIDE AND BOTTOM SHALL BE LOOSENED BY SCARIFYING TO ENSURE ROOT PENETRATION NO SMOOTH CIRCULAR SIDES RESPOSIBILITY TO RELOCATE IT AS PER THE LANDSCAPE DESIGNER'S DIRECTIONS GALVANIZED WOOD SCREW INSTALL 6 MIN. INTO UNDISTURBED ( ) O1 30-INCH LINEAR LENGTH OF TREE TRUNK TO TREE STAKES. NATIVE SOIL. PITS SHALL BE BACKFILLED WITH'PREPARED SOIL' TO THE BOTTOM OF THE ROOT BALL. THE PLANT SHALL THEN BE SET IN AN UPRIGHT POSITION IN THE CENTER OF WITHOUT ADDITIONAL COST. WRE, COILED DO NOT PLACE STAKES IN ROOTBALL AND THE SPACE AROUND IT BACKFILED WITH PLANTING MIX. WHEN THE BACKFILL AROUND THE PLANTS IS APPROXIMATELY TWO-THIRD COMPLETED, THE PLANT SHALL FOUR FLEXIBLE BELT WATERPROOF CONNECTION: OR RUBBER HOSE TREE PLANT ROOTBALL 2" THROUGHTLY WATERED, AFTER WHICH THE BACKFILL SHALL BE COMPLETED TO HE GRADE OF THE SURROUNDING AREA. THE CROWN OF THE PLANT SHALL BE 1 1/2" ABOVE CONNECT SPRINKLER IRRIGATION SYSTEM TO POINT OF CONNECTION, AS INDICATED ON 2O (1 OF 2) PLAN VIEW TIE. CROSS TIES OVER ABOVE GRADE (MINIMUM) FINISHED GRADE. DRAWINGS. CONNECTIONS SHALL BE MADE AT APPROXIMATE LOCATION SHOWN ON O3 ID TAG BEFORE SECURING ONTO PREPARE A SOIL RING AT LEAST 3" HIGH AND AS WIDE AS ROOT BALL AROUND EACH PLANT (NOT INA TURF AREAS) TO RETAIN WATER. WATER THOROUGHLY TO DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR CHANGES CAUSED BY ACTUAL SITE STAKES WITH GALVANIZED ELIMINATE AIR POCKETS. EACH TREES IN TURF AREAS SHALL HAVE HE TURF REMOVED IN A RING 24" DIAMTER AROUND THE TRESS BASE. CONDITIONS. O4 VALVE BOX WITH COVER SCREWS. 2 TREE BUBBLERS O FINISH GRADE/TOP OF MULCH ONE IN ER EACH DRAIN PIPE B. TRENCHING & BACKFILLING BUBBLER TO BE 2" BELOW CARE SHALL BE TAKEN WHEN PIPE INSTRALLATION IS REQUIRED WITHIN EXISTING TREE 1 2 3 REMOTE CONTROL VALVE FIVE FERTILIZER TABLETS TOP OF PIPE OR 4 6O ROT AREAS. AVOID TRENCHING WITHIN DRIPLINE OF TREES WHERE POSSINLE. WHEN W 5 (21 GRAMS. 20-10-5 FLOOD TYPE BUBBLER G. PLANTING OF SHRUB, VINE AND GROUND COVERS NOT POSSIBLE, THE FOLLOWING PROCEDURES SHALL BE FOLLOWED. OPEN TRENCHES O74" W E' PVC SCH 80 NIPPLE (CLOSE) F)TER BASIN PLANTING SHALL TAKE PLACE IN THE EXISTING PREPARED SOIL WHICH SHALL BE MOIST, NEVER DRY OR WET AND SOGGY. THE MOST CONDITION SHALL CAN BE DUG MECHANICALLY UNTIL REACHING THE DRIPLINE OF THE TREE. TRENCHES 6 PVC SCH 40 ELL 3" LAYER OF BARK W/ 2' WOOD BARK EXTEND TO THE FULL DEPTH OF CULTIVATION. THE SPACING OF ALL GROUND COVER PLANTS SHALL BE AS INDICATED ON THE PLANS AND IN THE PLANT LIST. THEY WITHIN THE DRIPLINE OF THE TREE SHOULD BE CONTINUED BY HAND. DAMAGED ROOT Q I O (PER SPEC) SHALL BE PLANTED IN EVENTLY SPACED ROWS WITH STAGGERED TRAINGULAR SPACING AND AROUND THE SHRUB, TREES TO WITHIN ON FOOT. NO GROUND COVER SHALL BE OVER 1 1/2" IN DIAMETER SHALL BE CUT LEAVING A CLEAN SMOOTH SURFACE. 3. MIN. 7 O PVC SCH 80 NIPPLE RECYCLED PLANTED TJAT ONE HALF OF THE SPECIFIED SAPCING FROM ANY CURB OR WALKWAY.(LENGTH AS REQUIRED) IN DARK BROWN ROOTS OVER 4" IN DIAMETER SHALL BE CAREFULLY HAND DUG UNDER. IF MANY I- 8 COLOR III- ROOTS ARE CUT, THE TOP OF THE TREE SHOULD BE THINNED PROPORTIONALLY. 10 BRICK (1 OF 4) I CONSULT WITH THE LANDSCAPE DESIGNER PRIOR TO THINNING. 9 O ;,III I I F=I 1 ' • %I I I=III-III- 11 PVC MAINLINE PIPE I - BACKFILL WIH CLEAN NATIVE H. WATERING BASINS EXCAVATION SHALL INCLUDE THE REMOVAL OF ALL WATER AND MATERIALS OR p°o°d1°SO 10 12 SCH 80 NIPPLE (2-INCH = - SOIL AND SOIL AMENDMENT OBSTRUCTIONS OF ANY NATURE THAT WOULD INTERFERE WITH THE WORK. ALL EXCESS - AS NECESSARY (ORGANIC COMPOST) AND WASTE MATERIALS RESULTING FROM THE TRENCHING OPERATIONS SHALL BE LENGTH, HIDDEN) AND SCH 40 ELL I / I. LAWNS REMOVED FROM THE SITE. TWO 4" DIAMETER PVC 13 PVC SCH 40 TEE OR ELL PERFORATED DRAIN PIPES - - (1). SEEDING : APPLY FERTILIZER 'B' TO FINISH GRADED SURFACES AT THE RATE OF FOUR 94) POUND PER 1000 SQUARE FEET. SEED SHALL BE WEED FREE, FRESH, E CON NTH SLOTTED COVER, I III I II I II - RECLEANED, GRADE A , NEW CROP CONSISTING OF THE PERCENT AGE OF MIX AS SPECIFIED ON THE PLANTS. SEED SHALL BE LABELED IN ACCORDANCE WITH LDAY PIPE IG CTO AN EVEN GRADE.HES SAIGHT AND STRENC INGUPPORT IPEXCAVAINU SLY O BOTT M OF DUTCH. 14 PVC SCH 40 MALE ADAPTER MIN. 30' DEEP, FILL IN U.S. DEPARTMENT OF AGRICULTURE RULES AND REGULATIONS UNDER THE FEDERAL SEED ACT PRESENTLY IN EFFECT AND SHALL BE DELIVERD TO THE JOB SITE IN BAGS INDICATED ON DRAWINGS AND AS NOTED. AND AROUND PIPE BEARING THE DEALER'S ;ABEL AND GURANTEED ANALYSIS, SOW SEED IN TWO DIRECTIONS AT A TOTAL COMBINED RATE OF TEN POUNDS PER 1000 SQ,FT THE SEED SHALL 16 15 14 13 12 11 15 PVC LATERAL PIPE WIH DRAIN ROCK BE SOWN BY EXPERIENCED MEN AT A TIME WHEN LITTLE OR NO WIND IS BLOWING. LIGHTLY RAKE INTO TOP 1/8" OF SOIL. DO NOT MOW UNTIL TURF IS 2 1/2" HIGH AND FOR INITIAL MOWING DO NOT MOW LOWER THAN 1 1/2" ALL CLIPPINGS. C. HANDLING OF PIPE 16 3.0-INCH MINIMUM DEPTH OF SCARIFY SIDES AND BOTTOM PVC PIPE SHALL BE INSTALLED SO THAT THERE WILL BE A SMALL AMOUNT OF 3/4-INCH WASHED GRAVEL OF PLANT HOLE. LIGHTLY (2). FERTILIZEING DURING MAINTENANCE: FERTILIZER 'D' SHALL BE APPLIED. 30 CALENDER DAYS AFTYER PLANTING AT THE RATE OF FIVE POUND PER 100 SQ.FT. . EXCESS LENGTH IN THE LINE TO COMPENSATE FOR CONTRACTION AND EXPANSION OF SCORE SIDES AND BOTTOM REPEAT EVER 30 DAYS THROUGH MAINTENANCE. THE PIPE. THIS SHALL BE ACCOMPLISHED BY "SNAKING" THE LINE IN HE TRENCH OF ROOF BALL JUST PRIOR TO DURING THE TIME OF INSTRALLATION. O ELECTRICL REMOTE CONTROL VALVE IN BOX DETAIL PLANTING L� J. WATERING FOR ENTIRE PLATING AND LAWN AREA HANDLING AND ASSEMBLY OF PIPE, FITTINGS AND ACCESSOROES SHALL BE BY SCALE: NONE FILE NAME: NOTES: HEIGHTS OF STAKES AS REQUIRED TO HOLD TREE UPRIGHTAND STRAIGHT SKILLED TRADESMEN USING APPROVED METHODS AND TOOLS AND EXERCISING CARE (1). IMMEDIATELY AFTER PLATNING, WATER SHALL BE APPLIED TO EACH TREE, SHRUB, AND VINE BY MEANS OF A HOSE. THE WATER SHALL BE APPLIED IN TO PREVENT DAMAGE TO MATERIALS OR EQUIPMENT. INTERIOR OF PIPES, FITTINGS, DO NOT REMOVE LOW SIDE BRANCHES MODERATE STREAM IN THE PLANTING HOLES AND UNTIL THE MATERIALS ABOUT THE ROOTS IS COMPLETELY STATURATED FROM THE BOTTOM OF THE HOLE TO THE AND ACCESSORIES SHALL BE KEPT CLEAN AT ALL TIMES, AND ALL OPENNINGS IN W aa a a O1 FINISH GRADE TOP OF THE GROUND TO ALLOW SOIL TO FULLY SETTLE AND ELIMINATE AIR PAOKETS. PIPING RUNS SHALL BE CLOSED AT THE END OF WORK EACH DAY , TO PREVENT THE �- ENTRY OF FOREIGN MATERIALS. BENDING OF GALVANIZED STEEL PIPE WILL NOT BE 2O STANDARD VALVE BOX WITH COVER 15 GAL OR 24 BOX TREE PLANTING DETAIL (2). FOLLOWING THE PLANTING OF GROUND COVER PLANTS, FURNISHED IN FLATS, EACH PLANT SHALL BE IMMEDIATELY AND THOROUGHLY WATERED BY MEANS OF A HOSE PERMITTED. 12 9 6 2 SCALE: NONE DATE: OS/18/08 FILE NAME: N/A USING A SLOW, RUNNING STRAM OF WATER. ALL SODDED AREAS SHALL BE HROUGHLY WATERED IMMEDIATELY AFTER INSTALLTION. LAWNS AREA TO BE KEPT O WATERPROOF CONNECTION (1 OF 2) CONTINUOUSLY MOIST BY WATERING AS OFTERN AS REQUIRED TO MAINTAIN VIGOROUS GROWTH. D. CONTROL VALVES NO AS O VALVE ID TAG (3). PLATNS WHICH CANNOT BE WATERED EFFICIENTLY WITH THE EXISTING WATER SYSTEM SHALL BE WATERED BY MEANS OF A HOSE. ELECTRIC, ONR ALLYHE CLOSED ANS AND AS CONTROL ECIFIEDBVALVES SHALL BE ESINSTALLED VALVES SHALL SCALE: NONE 1 2 3 4 5 6 AN AMETEK O (4). APPLY WATER IN SUFFICIENT QUANTITIES, AND AS OFTEN AS SEASONAL CONDITIONS REQUIRED, TO KEEP THE GROUND WET AT ALL TIMES, WELL BELOW THE BE SET IN VERTIVAL POSTION IS TO BE FLUSH WITH FINISHED GRADE AND INSTALLED AND HOUSED 30-INCH LINEAR LENGTH OF WIRE, REMOVEABLE COVER, WHICH COILED ROOT SYSTEMS OF GRASS AND PLANTING A SHRUB AREA, WHEREVER POSSIBLE. DWG BY: HYP PRESSURE REGULATING FILTER: It \I /A K, TREE STAKING DWG DATE: 9/25/21 O7 PVC SCH 40 FEMALE ADAPTOR (1). STAKE ALL TREES, NOT TO BE GUYED, AT TIME OF PLANTING, BY PLANCING STAKED IN THE PREPARED HOLE AN DRIVING STAKERS TWO INTO SOILD GROUND. 9 7 8 Og LATERAL PIPE PLANTS THE TREE BETWEEN STAKES AS TIGHT AS POSSIBLE WITHOUT CROWING THE ROOTS. FASTEN THE TREE PER " TREE STAKING AND PLANTING DETAILS SHOWN ON 10 U LANDSCAPING DRAWING. CHECK BY: HYP O9 REMOTE CONTROL VALVE 11 L. ESPALIERING VINES IF APPLICABLE ALL VINES SHALL BE FASTENED AND TRAINED AGAINST FENCES OR WALLS UNLESS OHERWISED DIRECTED BY LANDSCAPE DESIGNER. CHECK DATE: 9/25/21 � PVC SCH 40 TEE OR ELL TO MANIFOLD°dJ°0 10 11 M. CULTIVATIONS AND WEED REMOVAL 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL O (1). PRE-EMERGENCE WEED CONTROL: DIPHENAMID (DYMID OR ENIDE) OR APPROVED EQUAL APPLIED ON ALL PLANTED AREAS, EXCPET FOR TURF DEVELOPED AREAS. PJT NO: ALL SHRUB AND GROUND COVER AREAS SHALL BE TREATED WITH 'SURFLAN" AT LABEL RATES. 12 MANIFOLD PIPE AND FITTINGS (2). CULTIVATE TO 6" MINIMUM DEPTH AND BRING TO SMOOTH EVEN GRADE, IF WEED GROWTH HAS OCCURED. FILE NO: BARK CHIP MULCH SHALL BE SPREAD EVENLY OVER THE ENTIRE PLANTED AREA, EXCEPT TURF DEVELOPED AREAS. TO A MINIMUM DEPTH OF ONE INCH. SIDE VIEW TOP VIEW ELECTRIC REMOTE-CONTROL VALVE WITH PRESSURE REGULATOR & Y-FILTER IN BOX DETAIL J SCALE: NONE FILE NAME: Sheet: L4 ,. O 4 of 4 Sheets.