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Approved Plan Set � � REVISIONS BY � � ; � '' � Naxel�rook�r � N ~ o rtumfarddr � Han4wdor o � � %� 2 o PLANNIN6 � � � L.auretta�r � � o n = GardenGate�r - � ' 1-31-17 � C a m m u n Ety D e� �_��£t�� _ :� �, � :��e�,n, �h��s�� se�h� Lazaneo�r Fo�estave < pLANNIN6 �i �� Vafico Shu� � �-� -- � � Cuperinro 2 z 215-17 2 1 - � � Mernorial Park `1' A3ves pr �O Plann — - - rti � � N�9 A � target e � a �WheaEvn�r � @�D The 0aks - °' n p�P � e Siioppinq Center c -Whole Foods Matkei o � � �U P E RT l N O _ E <<��k Blvd Stevens C:�Pek f34vd C u p e r t i i i o ste�ens c�eeic e�ve� .�i,�{� rr cn °1 n es ;� r�'o t� � ��. � �� Scafie€dflr}C21iAve l � ±� „ti —- .S , � - 7�'f�CE Ave � ' �- � � n 5unrisepr� '7 0 �_ � �^�j'(TT _-�- Qe Riiza Caklege t+ peppe�Tree Ln - Ya lodrigues Ave - Wi�SUrl P:Ir�o r 4 � 2a677 Craig Ct � � � � .. .. ��.,i.;, P �a Mar p� � �, I"U � D ��I• ❑I � � �� r m - w � z � � � o � � s yQ � � �� P O �n � y � O �c �s��e �eP� �^ h--� �n�ca ` � — r s4cCle3lan Rd �o t�ScCleflan Rd o N1cClellan(�ad� �acifica�r � �lPnylP�'�p�ea� � � � `� �� N 9 x r �Si€verado Ave � Suisun Dr p�ifjo` R�.P � � p� � �'r r� r� � � � a � " °' �' m°I�r � � �� - ------- -- - --—=--_—-- —_— itary SChaol �6 t ca �i�Wa y � � � Q•c � • �^, � --- ----- ------- - - ----- _- - � q u�, Y ' � v � � a k- ¢ Presidio Or � � o Kiewin Ln o � � ect0� � y Case MaEiager � a �,�„�k y � �°hnQ m� /� � �annispart6r� peFoeDr �o"'+y`��F�da � �' x o � ,r Keni,edy� �, � e The Home�epat a dd4e Schoul � �umas P� o � x � � Jollyrnan Park � Q n t U � Rosaria Ave O �3 �'� `�' N o 'a f3��rlingi-�� w � }iealherwood 6r � N � � �. Q Edward Way P ,. _ � e � �.�r ➢ � q 4 � J,() o �� Af FallenrP�fLn�ClarendonSt � �' � �c� � o� SGOPE OF WOIZK: � T;�toe�� ; �.° ,� � � o JP � NEW 2-STOIZY HOUSE WITH ATTAGHED 2-GAK GARAGE °"S` �va;�e ro c�tanford P1 c �,P,`,"`� � � � �` � �� - OrionLn� �Ph ��r r� c � 'oMUNe,�rioNs� ° , 2 BEDIZOOMS,2 BATHS ON FIRST FLOOIZ,4 BEDROOMS � o = Q %. Rol7iRgdellOr � � � AND GONDUI � 'RD D • �� JP 3 BATHS ON 2nd FLOOR. FRONT LIVING,DINING ROOMS� Te:raccOr 3 9 � s �'�P ��,;�,d�n y E�9e ° r — _ � KEA�KITGHEN,FAMILY,LAUNDIZY KOOMS. � a � �� 'g�°e"i°°� L st' —� Q � `i' r-G� +�L� � .A. 3 d � va C�e PhyllisAve W 1(� �F .......c` . SSanririye�i � r� 5 � a3.6 --- _ _ �� , Z — — i-� r�i� � --u'� � --- ' 18��rR � � N p —— „RD�D � �+ � YICINITY M�p w W / � °a�R°aN��^No�v^SH ry —.2 ——_X ALL TREES TO REMAIN � � � PATIQ „I rR� � \ � [�] ��,, v�, I I — LAWN �� H � rn � � � � ———_ ��\/\\ � A.P.N.: 359-15-018 w � 0 �\\ �-\\{\��\�'�"\� __ � � � w I I �✓ P.A. � . �� 20'-0° � �---- � ZONING: IZ 1-7.5 O x � COLOR CONC:SAN�WASH� •.� � O 506 8 � �\\ LA� I PAT�a +$03� �-� � �� rn RE5IDENTIAL LOW DEN517Y(1-5 DU/AGRE) p� � � �PA 2�_ � � � � Q; �/� �� — �' � P" LOT SIZE: 10,458 S.F. � a.{1 ......... I P.A. � \ � Z � I I I I �� N I I I I r' �LINE OF 5E D LOO � o EXISTING HOUSE: 1,T79 S.F. (TO BE REMOVED) w'� I I I I �� \ � �$ � \ , u, � v � v O I I / I � � � � 5 2 � o NEW HDUSE: f'LANNING DEf'T. BUILDING DEt'T. 00 � � / � � \ � ( Res�oeNT ` " FIP.ST FLDOP.: 2,793 S.F.(incl.garage) � 2,342 S.F. p .o I� I+$03 � � -�-50 � I � .�� so3.� � 2 SECOND FLODR: 1,860 S.F.(66.5%gro55) 1,489 S.F.(53.3%gro55) Z � � � _ �� S, \� 6" �, TOTAL HOUSE: 4,653 S.F.(incl.garage) 3,831 S.F. I I .+� COLOR CONC SAN�IArq$H \ /� \\�, � 9 \ �,_ „I I � � PAT�� 9+ � � ��,y^ � GARAGE: 451 S.F. 451 S.F. , � �� / � „ � I�'_p��I I � \ �/ /� � � ��,_p 3116 d 1 TOTAL BUILDING: 4,653 S.F. 4,282 S.F. _ � °� �'' � � � � � � � , � FI�ONT I'OI�GH: 190 S.F. 160 S.F. � I��FI I � \ / �__ �-� \ ��' �\ ✓ I , � O, / � � � �' � ��, q�� . , � � O / �P � � � ,_p" GOV.ALLOWED: 10,458 X.45=4,706+522=5,228 S.F. 0 '�rR � � ` \ 1 PROf'OSED: 2,983+293=3,276 S.F.=31.3% P.A. b.8 l� � �� o�• ✓ i , \ . 20bb7 GRAIG GT I $o � -r- �� FXISTING F.A.R.ALLOWED: 10,458 X.45=4,706 S.F. ( � ` ��. . RESIDFNG� pROP05ED: 4,653 S.F.-44.57a , �' O `� � 1�� ,5p23 �PN: - (WGLUDES R O / 3�9-1�-017 � 6, � � OPEN BELOW SPAGES) F � ' � � � � � ��'oa�O� �,O �� Q �� " _- �M TYPE OF CONSTRUCTION:VB PERMEABLE PAVER � \ ��iVC OQ,. o�. \\ . . DRIVEWAY � . � / � � �� OGGUPANGY GROUP:R-3,U . � �� ,��0 � �, 0 — � ,s��4 �x�� %:� ��;• THIS PROJEGT SHALL GOMPLY WITH 2O13 GBG,GRG,GMG,GPG,GEG, ,� �� _ � • GFG,GAL GREEN,GAL ENERGY GODE,AND LOGAL ORD. �, �� P.A O, 3' 0 � ��,�z� � -� i � i� � � � � O'�- ...� � ��02.9 .�P.A. � � 3\� . $�. ',. � / % `DRIVEWAY � � � � 51T� D T � ��, ��0� � �� . � � w O� � o � =- - 20667 G R,q �\' � �`S`,c�0, q D-52// Z IG GT. 6.5��, / � � s�0'l� �- O., • •` 50�•,. L-36,r4,oD2p'4g„ EXISTING `� ' \ / X �` � � ~ 3�,, ' ` Z � RFSIDFNGF / �� / �i 00�00 i: �. 3 � APN:359-15-019 � \ �� c�� '. �� 7��4, '� 1. `' \ SHEET INDEX �— V . �� /p,,. �� J V \ �w �� 1 � � ° - A-1 51TE f'LAN z QL d�,`\\. � __ � '4� . ° � N F A-1.5 DEMOI'LAN � J� / � c� �' A-2 F1�5T FLOOIZ PLAN '� —J V FKONT YARD AKEA=39 X 20=780 S.F. so� , j . �� A-3 SECOND FLOOIZ PLAN � J � DRIVE=15.66 X 20=313.2 S.F. �"' % q, \ A-4 EXTEI2101Z ELEVATIONS W —J � COV.=40.1% NEW 24"BO�c TREE �� A-5 EXTEIZIOR ELEVATIONS p � U / � A-6 GR055 SEGTIONS = � �"�� 1"�V y�y A-7 AREA GALGULATIONS W � O � / � ° �� C 0 EXI571NG CONDITIONS SUI�VEY Z N �I`j O f ��r G-1 GIVIL NOTES � �� G2 GIZADING&DI2AINAG�I'LAN I �, G-3 UTILIN PLAN �` `ss TBM=Snn n�� `G G-4 EP.0510N GONTIZOL f'LAN Date 12-15-16 N G-5 DETAILS C-6 DETAILS Scale 1"=10'-0" G-7 BEST MANAGEMENT I'LAN L-1 HARDSCAP�PLAN Drawn KAH SITE pLP�N L-2 II�IZIGATION I'LAN Job 16-009 L-3 f'LANTING f'LAN Sheet 1"=10'-0" L-3.01 f'RIVAGY f'ROTEGTION A-1 of Sheets REVISIONS BY I'LANNIN6 � 1-31-17 � Cammunity De�elopment Department Planning Di�ision—�upertino �UPERTlNO APPROVED Ca se# R-2016-54 � Ap�I�C�tio�ti Number�s} 0 � � / � .,P �� ^ JP �^ Appro�a I Bv dy: Di rector 1 StafF �Q �� U 5�REDINOOD FENGE � � N Sbo�2�4��w 85.2�� Ap pro�a I Da te 04/12/17 � ~ �� EL�GOMUNGRTION o 18" (ON PROP�RTY LINE) tL Q °�L IRES RND GONDUI RDWD ��_ � ____ . �' �� -� -------18---- 6" ,� � ��03-b 30�� 5igna�ure Beth Ebben x � TR � � I -1-504•� / - ---- --RDWD - CdSe M�IlagEf � o ------- �----------- TR s Q x � 03.2 � ) I '°�"d � � I I � �o � I I / `��.� 'd � . � �R� � �� / 10" � � � I I � TR � � I �so / � 32 � z ,I I � �- $o�� , � Sp6 g I I � �° W � � � I� � / +$�2 8 �° � • � O 1[l. $�2.7-{- u�i � � Z � T-. � � � / � rn � � � � 502.� �-1 � F-a w I� � / � � � � W 0 I I / 6° � � PUE � � O �503.1 � v� '� RDWD REDWOOD � E-+ F� I I �-sos.� O _ I I / o� �s�0� � 5.�. SQURRE FEET w w � � 55MH SANITARY SEWER MANHOLE � F"'� z• I I / � o� �,� �r �--� � � TIZ��K�MOVED I'�IO� $02.9,r � oo .•� TBG TOP BAGK OF GURB O � o � � TBM TEMORARY BENGHMARK aJ � �� TO 5U12VEY BY � � F�=504.40' S S q� 6"TR D1,4MTER,TREE(SPEGIES UNKNOWN) � � ' � f'IZEVIOUS OWNEI� � \o�,? � I I , I I �� b 20667 GRAIG GT. VGP YITRIFIED GLAY PIPE I I �J / Q�' �`� i: 3 EXISTING WGE WIRE GLEARANGE EASEMENT(161 MRPS 2) • I 5'W EI� � I I 12° � ' RE51 DENGE WM YVATER METER . I I TR(DEAD) 2p/7�GRAIG GOURT . � APN:35q-15-01� W5 WATERS�RYIGE � � � / o �� FF=503.90' EXISTING 2 STORY a�0 yp2'� yyy WATER YALVE b" 46.0' �`� � WOOD FRRMED RE5IDENGE �� TR / X�.5 GROUND EL�YATION ( _ � GONGRETE 506.8 � -1-503.1 � - �,� i . � � �5 •� G,4RAGE � '�� YUGA PRLM TREE(SIZE SPEGIFIED) / � � \ �j FF=504.50' SLAB=503.00' S 4 yp1. 6,R \ `ti �, __ _ \ .�b/�pQ \ \ ' b?�' �` l 1(1 D F �' �0 ►o \ �kCF \ o �Z��O o � Q� ►t� � . '. 1,� o . � � �b �p2 q ,�� '. $03� � a 2.a �RN�w�Y/ 502.9 � / �'�2%%D2D'4g�� 0 ) A '36.54� � Op. / y �• •� \Sp3�� X . �� 0�OQ ` � 5�� 4 p •. R, . � /� �Q a 0 � D`4p�� . 6 0 � i ., �4j ��, � � �,3�%i , i� � 9'� ? 2066�GRAIG GT. $33 0'�� '�� T �' �� D4��" / $C EXISTING ��j'� � � 1/ � APRON FL .' '' '' ''_' � �Fsi��Nc� ,`� �4.64,�� / � .. .. ,4P N:359-15-019 � '41�j,��) � •. �G � / • So�3 •. / � ' �M; w o wo ry Gi��IG GOURT � . / G U �` O � TBM=500.00' MON Z : I p.G SS 5 90�00'00"� 211.82'(MON-MON) NO PUNGH �_120. � 00' D_��o W • 11 RIM EL=50038' SSMI-I 3g2$,I � � 4��vcP(ix) �'S�8, � U 9 z �w • I NV=494.45' S g�°08'00"E 2�3 83,M Q[ 10"YGP(OUT) BASIS O�BFARI�SMON) � _ .• INV=494.30' 'O�' � � o � J � 0 � W J � � ��t U _ �V � �' u-� � O Z N hOp • .. .. ..�-�.. �'�O��/0��,20„ •. �• ��2�q ` .. '• Date 12-15-16 ., � •• Scale 1/4"-1'-0" Drawn KAH Job 16-009 Sheet D�MOLIT[ON f�LP�N A-l.s of Sheets V t N t K/"�L N U I t� REVISIONS BY SYMBOLS&LEGEND pLANNING � 1-31-17 � 1.ALL DIMEN510N5 ARE TO FAGE OF STUD,UNLES9 NOTED OTHERWISE � NEW WALLS 2.ADJUST DIMEN510NS TO ALI6N WITH EXI5TIN6 GONDITIONS IN THE C a m m u n Ety D e�e I o p m e n a rt m e nt FI E L D,WH E R E APP LI CAB L E � � 1-HOUR FIRE RATED WALLS 3.GONTRAGTOR TO VERIFY ALL EXISTING GONDITIONS PN.ION.TO GONSTRUGTION. P I a C�C�I C�g❑I V I S I d C� L e�� IF ANY DISGREPANGIEB ARE FOUND,NOTIFY ARGHITEGT IMMEDIATELY. �� UPERTlNO 4.IN9TALLATION INSTRUGTIONS FOR ALL LISTED EQUIPMENT SHALL BE 45�-0��, POSTED AND PROVIDED TO THE FIELD WSf'EGTOR AT TIME OF INS►'EGTION � „ r�O 1 " ' " ' 11 ' 1' 7�.1' 1 1' ' 1' �a SE'# R-2016 54 4-a 5-0 5-10 2-0 5-6 2-0� 12-0 8-0 5.SLOPE FINISH 6RADE AT 5%MIN.FOR 10'AWAY F120M HOUSE&1%MIN.TO AN At'PROVED FAGILITY A �]IC�t10lY U ��C�S� 6.t'ROVIDE NON-IZEMOVABLE BAGK FLOW t'ROTEGTION AT ALL EXTERIOR H09E BIBBS wib-a6soFx Appro�a d _ z �� Q �� 7.PROVIDE EMER6ENGY E6RE55 FROM 5LEE1'IN6 ROOMS,MIN. � � ,yo`�° � �o o�b`'� `�'o,� Q� �� WINDOW OPENIN65 OF 24"MIN.CLEAR HEI6HT,20"MIN.CLEAR Ap p ra�a I 1 � /12/17 332"IPT ry 7213080 ry '�+ �,ory� OR6S�, � Q �� WIDTH,5.7 SQ.FT.MIN.AIZEA WITH 44"MAXIMUM TO BOTTOM � �� , �, ,;,,,,,;,,,, �_ •::. �� S.TERMINATION OF ALL ENVIRONMENTAL AIR DUGTS(I.E.,DRYERS,BATH& 5igna�ur eth� b@rl _J ;D�y,� j o o p x ¢ UTILITY FANS,EGT.)SHALL BE A MINIMUM OF 3 FEET AWAY FROM ANY � � � � � � O O � y � W 113040R5 � OI'ENINGS INTO THE BUILDING(DOORS,WINDOWS,OI'ENING SKYLI6HTS,OIZ � Ca s e Ma E�age r �____ ____ � � ATTIG VENTS) �0�� _ L� � � ., p � 9.ALL AIR DUGTS t'ENETRATIN6 A 5Et'ARATION WALL OR GEILING BETWEEN q� 6ARA6E AND LIVIN6 AERA SHALL BE 26 6A.MINIMUM � � KITGHEN � P,�NTRY U "' q'-0"X 20'-2" Q '-6"X 4'-10" � w 10.ALL EXHAUST FANS 9HALL BE"ENERGY STAR"AND 181 5Q FT 1 5Et'ARATELY SWITGHED WITH TIMER OR HUMIDISTAT SWITGHES r � r_ 36 5Q FT � AND GAPABLE OF 5 AIN GHAN6E5 PER HOUR(MIN.50 GFM)AT I I I I BATHS,TOILET9,AND LAUNDRY I I I --4,_0„ I N 11.ALL WATEN.GL05ET8 9HALL BE MAXIMUM 1.28 GALLON9 I'ER FLU9H o �O�-O��GEILING ��-3�� 4 ,� 12.PROVIDE A SMOOTH,HARD,NONAB90RBENT SURFACE OVEY. �\� cmV � � � I I � -�� d "HARDIEBAGKER"FIBER BOARD TO A MINIMUM HEIGHT OF 72" - _� � � ABOVE THE DRAIN INLET AT 9HOWERS&TUB/SHOWER9(NO b�j�� cV A F,�M I LY � � I � � � W GIZEEN BOARD).INSTALL t'ER MANUFAGTURER'S INSTIZUGTIONS. � �� L,4U N D R . o 27-2 X 20-2 i i � 13.SHOWER AND TUB/SHOWER GOMBINATIONS SHALL BE f'ROVIDED WITH I ' � I rn I ��-b��X�2�-O�I LY �" � � � P R E 8 5 U N.E B A L A N G E A N T I-S G A L D V A L V E S T 0 1 2 0 f M A X. I �I � I S q 5 Q F T N � � � � � � 14.9HOWER COMI'ARTMENTS,RE6ARDLE99 OF SHAPE,HAVING A MINIMUM J �- D � ry � W INTERIOR FLOOR AREA OF 1,024 SQUARE INCHES,SHALL ALSO BE CAPABLE � � F_y OF ENGOMt'ASSING A 30-INGH GIRGLE,AND OUTWARD SWING 22"MIN.DOOR `�4�� O'-�GEILING � � � � � � 15.ALL UNDERFLOOR PLUMBING GLEANOUTS SHALL BE WITHIN 20'OF THE �� I I � � UNDERFLOOR AGE95,OR EXTENDED TO THE EXTERIOR I �-( W � �------- � � � w 16.KITCHEN 9HALL HAVE SEPARATE CIRCUITS FOR DISPOSAL, � --- - 48��REF �MIGR � I /� O r,� � DISHWASHER,&TWO(2)20 AMP GIRGUITS LIMITED TO SUPt'LYIN6 WALL D24-6050 vi-r-2aeo � � AND GOUNTER 9PAGE OUTLETS. ____________________ ____ � � � � 17.ELECTRIC DRYEN.S AND COOKTOPS SHALL HAVE A DEDICATED 30 AMP �qj �� D19-2880 I�� GIRGUIT,PI20VIDE WI12E5 WITH INSULATED NEUTRAL. r}�� II � �I I s 18.LAUNDRY ROOM AND BATHROOM COUNTERT01'OUTLETS SHALL BE � 1 II III � EACH 9UPI'LIED WITH A DEDICATED 20 AMP CIRCUIT II 19.ALL ELEGTI2IG SWITGHES SHALL BE OF THE SGI2EW TYt'E GI20UND. � 0 20.ALL BNANGH GIRGUITS IN ALL ROOMS 07HER THAN KITGHEN&BATHS oh°�+ n D I N I N G I I o SHALL BE PN.OTEGTED BY GOMBINATION ARGFAULT GIRGUIT o°'ry 6 � �� II INTERRU►'TERS.(GE.G 210.12.8) \� � ��, obo�J � ��'�"��(� II I 21.LIGHT FIXTU12E5 LOGATED OVEI2 012 WITH-W 3'OF TUBS OR SHOWEI2 �� $� �'��'�3 � �4 II II �II II ENCL09URE9 9HALL BE LABELED"9UITABLE FOR DAMP LOCATION9° ,�D� ��6 � II , „ �I I 22.A PERMANENT LABEL SHALL IDENTIFY EAGH LITE OF SAFETY GLAZING \ �d� �\ � - -� 2O-O�/2 ry �I 23.T-241NSTALLATION CERTIFICATE(CF-2R-LTG-01-E)SHALL BE � \� 9'-8��50��IT II � �II o SUBMITTED TO THE FIELD INSPEGTOR AT TIME OF FINAL INSPEGTION. � `fl � �� 9384 " G�R�GE � ," ry 24.REGE55ED LUMINARIES IN INSULATED GEILIN68 SHALL BE A.T.&LG. �+ �� 2��-��X 2��-(�� RATED,ELEGTRONIG BALLAST AND GAULKED AIR-TI6HT ,�,0`�� II _____�}2S SQ�T_ �I I oa �- - ---� I 25.DIZYER EXHAUST VENTS SHALL BE I'EIZ MANUF.IZEQUIRMENT9 OIZ � � , I I I I II I MAX.14'IN LEN6TH,TERMINATIN6 3'GLEAR OF ANY OPENIN6 p E NTRY II I 26.JOINTS AND 5EAM5 OF DUGT 5Y5TEM5 SHALL BE SEALED WITH 15,-2„X��,-3„ l�� I I � � I I UL 181 LISTED DUGTTAPE,AND INSULATED WITH N.-6 MIN. � II I I �III B�DROOM#5 � 456 5Q�T � 10'-0"GEILING �� i�� 27.ALL PENETRATIONS INTO UNGONDITIONED SPAGE(ATTIGS,UNDERFLOORS, �2�-��X 14�-�� o D�� O II I I EGT.)SHALL BE GAULKED,GASKETED,WEATHERSTRIt't'ED,OR SEALED TO 179 5Q�T �'0.�0 °ry�� II I I �II I � LIMIT INFILTN.ATION AND EXFILTRATION. a�� °ry � o � � II I I 10'-0"GEILING C 86 �� 13L2 I NG b �i�i I I lili 28.ALL I'ENETRATIONS IN TOP PLATES,FLOORS,ETC.SHALL BE CAULKED �, 6; o H�LL '_ " '_ " � WITH A RE5IDENTIAL FINE NA7ED GAULK WITH AN ASTM E136 OR E814 RATING 8So$ ��p•,s �-8��(3�-b�� J � Q�T I I I I �I I s ��a O . I � 29.E6RE55 WINDOWS WITH MULTIPLE LATCHE9 9HALL HAVE THEM ��' ��o Q+S, �c Q FT �� II__ ___ il I INTERGONNEGTED AND OPERABLE FROM THE LOWEST LATGH. 6'' a'�ory � o �j � o 6'� vo2-�boao 30.SHOWEN.ENGL05URE DOORS SHALL OPEN OUT WITH A GLEAR OPENIN6 \�\ 9�� v�'�'� o�\\ q,�q1'j/ p OF 22"MIN.IN THE OPEN I'051TION p,, � O �,4Bo � 31.SMOKE DETECTON9 SHALL BE INSTALLED IN ALL BEDROOMS AND AT � +S.�� AREAS LEADING TO BEDROOMS. � 8,, � � o�, o 32.ALL 15-AMP AND 20-AMP DWELLING UNIT REGEPTAGLE OUTLETS SHALL O '\�'��, � \\6��o ry�' �-- --�sosars_---_ _ � q �Qj - r- BE LISTED TAMPER-RE515TANT N.EGEt'TAGLES(GEG 406.12) �� .�� ^� p � � � 33.MAIN ENTRY DOOR SHALL BE OPENABLE FROM THE IN51DE OF THE �� i�� `%`°� \ /� �30'-5 1/8" '�� I � 20'-b" � DWELLIN6 WITHOUTTHE U5E OF A KEY,SPEGIAL KNOWLEDGE OK EFFOKT. 95�,� `�,o <� � ,y�b� � s o40 � � � o�� .�a. ---50'-11 1/8"- U �y � / / O 35.VENTILATION HEATIN6 AND AIR CONDITIONIN6 SYSTEMS SHALL HAVE A �� Z MERV-6 FILTEI2 012 BETTER. 8'� �'s / Qb / Z W 36.PROVIDE STATE ARCHITECT CERTIFIED EARTHQUAKE-ACTUATED 6A5 $ ��4��y �J'T DY � '_��„,`G '�' �- METERS F VALVES AT ALL NEW,RELOGATED,AND IZEf'LAGED GAS UTILITY 'Q., �O�-b��X�4�-2�� // �8S x � �� V 37. PROVIDE A DEDICATED 20 AMP CIRCUIT FOR EACH FAN MOTOR(F.A.U., �4�I Q FT / " EXHAUST,EGT.) �O�-0�� EILING / � � , , z 0 � � 38.PROVIDE GOMBO SMOKE/GARBON MONOXIDE DE7EG70R5 AT HALLWAY9 �y/� �� _( �j,[ J � ON EACH LEVEL,AND OUT5IDE OF BEDROOMS Ayo�,� � � Q J � 39.A 6AS t'If'IN6 LAYOUT t'LAN SHALL BE t'ROVIDED TO THE FIELD '�� Q)�\ � W J � INSPEGTON BY THE GONTRAGTOR AT TIME OF INSPEGTION. �j, � �� 6., / / p � U 40.FOR ANY LE.D.LI6HT5 TO QUALIFY AS HI6H EFFICACY LIFTIN6,THEY / / _ MUST BE GERTIFIED BY THE ENEI26Y GOMMIS510N AND LISTED ON THEIR / / � O � DATABASE AT http://www.appliances.energy.ca.gov/.PROVIDE TO THE FIELD / / INSPEGTOR EVIDENGE OF GERTIFIGATION FOR ALL HIGH EFFIGAGY L.E.D. / z � O LI6HTS A5 SELEGTED BY THE OWNER. / / 41.ALL f'LASTIG t'IPE AND FITTINGS SHALL MEETTHE'NATIONAL / SANITATION FOUNDATION'AND STANDARDS REFERENGED IN TABLE 1401.1 / OF THE 2013 Gt'G 301.1. 6' N 0'� 1\ 43.ALL PIPE,TUBE,50LVENT,CEMENT,THREAD SEALANT,50LDER AND/ Date 12-15-16 OR FLUX AND FITTIN65 FOR POTABLE WATER SYSTEMS SHALL MEET THE 'NATIONAL SANITATION FOUNDATION'9TANDAIZDS AND OF THE 2013 GPG Scale 1/4"=1'-0" 604.1 44.ALL GAS LINE PRESSURE TESTING SHALL BE AT 10 PSI FOR 15 Drawn RAH MINUTES AND WELDED t'IPIN6 IS 60 PSI FOR 30 MINUTES.Gt'G 1213.3 Job 16-009 LIVING�RE� Sheet 7P,7d�,rJ FT �I 1�5T �L001� pL�N A-2 of Sheets VtNtKf'�L NU I t5 REVISIONS BY I'LANNIN6 � 1.ALL DIMEN510N5 AN.E TO FAGE OF STUD,UNLE58 NOTED 07HERWISE SYMBOLS&LEGEND 1-31-17 � 2.ADJUST DIMEN510N8 TO ALI6N WITH EXI5TIN6 GONDITIONS IN THE C a m m u n�ty D e�e I o pm e nt De pa rt me nt FIELD,WHERE APPLICABLE. NEW WALLS 3.GONTRAGTOR TO VERIFY ALL EXI5TIN6 GONDITIONS PRIOR 70 GONSTRUGTION. P I a I1 C�I I1g❑I V I S I 0 n-C L.I pe�I C�I� � 1-HOUR FIRE RATED WALLS IF ANY DISGREPANGIES AI2E FOUND,NOTIFY ARGHITEGT IMMEDIATELY. 4.INSTALLATION INSTRUGTIONB FOR ALL LISTED EQUIPMENT SHALL BE �U P E RT l N O AP P R�V E D POSTED AND I'IZOVIDED TO THE FIELD INSI'EGTOR AT TIME OF INSI'EGTION 5.SLOt'E FINISH GNADE AT 5%MIN.FOR 10'AWAY �a�� I\-2016'J�F FIZOM HOUSE&1%MIN.TO AN APPIZOVED FACILITY A lication Number s 41�-8�� 6.PROVIDE NON-REMOVABLE BAGK FLOW PROTEGTION AT ALL EXTERIOR HOSE BIBBS 4'-2" 2'-0" 5'-b" 2'-0" 2'-0" 14'-0" 7.PROVIDE EMER6ENCY EGRE85 FROM SLEEPIN6 ROOMS,M�N. Ap p ro va I B o dy: rec o r a �¢ �� WINDOW 01'ENINGS OF 24"MIN.GLEAR HEI6HT,20"MIN.GLEAN ' -" WIDTH,5.7 SQ.FT.MIN.AREA WITH 44"MAXIMUM TO BOTTOM Ap p ro�a I Da te 4/1��T � � � � Q �L � � � � � � � � �� 8.TERMINATION OF ALL ENVIRONMENTAL AIR DUGTS(I.E.,DRYERS,BATH& � � � - - � UTILIIY FANS,EGT.)SHALL BE A MINIMUM OF 3 FEET AWAY FROM ANY 5 i g n a�u re �C��1 I�� I � � / I �---� /� � � �-------------� '�� ¢ %\ W15-4640FX I y OPENINGS INTO THE BUILDIN6(DOORS,WINDOWS,OPENING SKYLI6HT8,OR � ,,� --- �, �� ATTICVENTS) �� M�E��e% y �8 _- I �� Y � o� :�° ��4 � o � �� I � x 9.ALL AIR DUGTS t'ENETRATING A SEPARATION WALL OR GEILIN6 BETWEEN I _ �_I_�_____ry'� - � � /J __ _ ___ U 6ARA6E AND LIVING AERA SHALL BE 26 6A.MINIMUM \ W19-6040R5 �, / / / x 10.ALL EXHAUST FANS SHALL BE°ENER6Y STAR"AND _ �.� -, ----- -,�;� , ` I �, SEPAIZATELY SWITGHED WITH TIMER OR HUMIDISTAT SWITGHES O AND GAt'ABLE OF 5 AIN GHAN6E5 t'ER HOUR MIN.50 GFM AT '� I I I %,\ � �� I / / / � I ( ) � \\ ,-, \ / �- �/-�/----- � / � BATHS,TOILETS,AND LAUNDRY I I o I \ 5T R B/t"C I�"I/� � / / w22-sogelRs /� m I 11.ALL WATEIZ CL05ETS SHALL BE MAXIMUM 1.28 GALLONS PER FLUSH � � ��'-(j')(�.'-5" m I __ __ � 12.i'ROVIDE A SMOOTH,HARD,NONAB50RBENT SURFAGE OVER I I I� I �\ � � �j,�,�J��T /�p � I I � "HARDIEBAGKER"FIBER BOARD TO A MINIMUM HEIGHT OF 72" I I I \ I " �l/ / � �� / o I I � ABOVE THE DIZAIN INLET AT SHOWERS&TUB/SHOWEIZS(NO I I I � I � I�(/�''� � I ry I I L' GREEN BOARD).INSTALL f'ER MANUFAGTURER'S INSTRUGTIONS. I I I / �� I I W � \ D26-266d / � � • � 13.SHOWER AND TUB/SHOWER GOMBINATION9 SHALL BE t'ROVIDED WITH I I I � I � I I � `-' t'RE58URE BALANGE ANTI-SGALD VALVE9 T0120f MAX. vos�zbe / o I I I � I M.SHO�lER / / I I � � 14.SHOWER COMPAIZTMENTS,IZE6AIZDLE58 OF 9HAPE,HAVIN6 A MINIMUM a�I I� � M,�STE R �RM I 4'2115X��'-0" T / I I o I � � W INTERIOR FLOOR AREA OF 1,024 SQUARE INGHES,SHALL ALSO BE GAf'ABLE �I I I � �� OF ENGOMPA581NG A 30-INGH GIRGLE,AND OUTWARD 5WIN6 22"MIN.DOOR I I I 132,0,�� \�\ � B�D i�00 M#2 I � I � � � �� 16 5Q�T 1 5.A L L U N D E R F L O O R f'L U M B I N 6 G L E A N O U T 9 S H A L L B E W I T H I N 2 0'O F T H E I I I I� � �J�,6 1 1 � '-5 1 1 I I � � � UNDERFLOOR AGESS,OR EXTENDED TO THE EXTERIOR I I� I \ i M�STE R GL05�T / -I I��T 2�_�� I � � I I I I � � /� 10'-8"X?'-0" /� o � � �w,, w 16.KItCHEN SHALL HAVE SEPARAtE CIRCUITS FOR DI5P05AL, o ry / 74 5Q�T / � ��6 �'""'� H DISHWASHER,&TWO(2)20 AMI'GIRGUITS LIMITED TO 5U1'PLYIN6 WALL I I o I � � I ; I m � I O x � AND COUNTER SPACE OUTLETS. I I I� II / � � / DO1-2468 � � � � Z 17.ELECTRIC DRYERS AND COOKTOPS 9HALL HAVE A DEDICATED 30 AMP I I I I � I I � � � GIRGUIT,t'ROVIDE WINES WITH INSULATED NEUTRAL. � / I � � L � 8/�� I I 18.LAUNDRY IZOOM AND BATHIZOOM COUNTERTOP OUTLETS SHALL BE � )I I � I EAGH SUPt'LIED WITH A DEDIGATED 20 AMP GIRGUIT � �� v�b-saba � � D15-2868 T U� 19.ALL ELECTRIC SWITCHES 9HALL BE OF THE SCIZEW TYPE 61ZOUND. / I �� .R�U.IN,4TTIG _ / TH#� - � I � I , � �� r------�� „x7�-�� H-#�- � o �; � 2 0.A L L B R A N G H G I R G U I T S I N A L L R O O M S O T H E R T H A N K I T G H E N&B A T H 9 n � 0 \�� H,�LL � \ � ��jQ � �2��X�� I I I� SHALL BE PROTECTED BY COMBINATION AIZC-FAULT CIIZCUIT / \ / �' � / , „ , „ , \ 3��Q F ' INTEIZIZUPTERS.(G.E.G.210.12.8) � \ / �\ / 31-1 X 5-4 u, � � i I I;i, 21.LI6HT FIXTURES LOGATED OVER ON.WITH-IN 3'OF TUBS OR SHOWER � � � � � �� 22q SC�' �T � � o LI N N� I I� ENCL05URE5 SHALL BE LABELED"SUITABLE FOIZ DAMP LOCATIONS" /� \ \� /� D N 8'-0"GEILING \� I 22.A PERMANENT LABEL SHALL IDENTIFY EAGH LITE OF SAFETY GLAZING / � \ �� / � vi�-2abs D09-2468 � I I \ 23.T-24 INSTALLATION CERTIFICATE(CF-2R-LT6-01-E)9HALL BE / I n -� I SUBMITTED TO THE FIELD INSf'EGTOR AT TIME OF FINAL INSf'EGTION. ��/ \\\�� /�,�3/� R,41L �^ GL05�#4 GL05�T#3 \�\ Q �� ;, I I � , „ , „ 5-2 X5-11 2 0 24.REGESSED LUMINARIES IN INSULATED GEILIN65 SHALL BE A.T.&I.G. /�� \� �/ �/ �a3 5Q FT1� 30 SQ� � \� I I RATED,ELEGTRONIG BALLAST AND GAULKED AIR-71GHT / \ � \ / � \ \ � \ A 25.DKYEK EXHAUST VENTS SHALL BE pER MANUF.REQUIRMENTS OK // \� \ \� // / / \ 16-2868 \ D09-2 6 I �� I MAX.14'IN LENGTH,TERMINATING 3'GLEAR OF ANY Ot'ENING / � � X �c B E D R V i�"I�� I � I 26.JOINTS AND 5EAM5 OF DUG7 SYSTEMS SHALL BE SEALED WITH / \ / � \ \ � ��\ I � �� 5-5 q/16 12-10 11�F UL 181 LISTED DUCT TAPE,AND INSULATED WITH IZ-6 MIN. n I �� o� , a �4�� I i I 27.ALL I'ENETRATIONS INTO UNGONDITIONED SI'AGE(ATTIGS,UNDERFLOORS, /� � �- ------ -- - --� � � �B �L,I f I I EGT.)SHALL BE GAULKED,GASKETED,WEATHERSTRIPI'ED,OR SEALED TO � \ � I \ � � $�-Q" \ � LL I I LIMI7INFILTRATION AND EXFILTN.ATION. � � � � � � X 7 „ O o \ � \ \ � � � � O 3�5Q L_ � m � _ � 28.ALL PENETRATIONS IN TOP PLATES,FLOOIZS,ETC.SHALL BE CAULKED I \ \ � I I� I W I T H A R E 9 I D E N T I A L F I N.E R A T E D G A U L K W I T H A N A S T M E 1 3 6 O R E 8 1 4 N.A T W G \� \ \� I\�4��0� O E N B�E L O Y�I� \ \ \ ____ � I 29.E6RE95 WINDOWS WI7H MULTIPLE LATGHES SHALL HAVE THEM � \ � �+ 2 4�-3��XJ�1 5�-q�� \ � � voa-2o6 \ W1'I-5040R5 I INTEI2GONNECfED AND Ot'EI2ABLE FROM THE LOWEST LATGH. �� \ �� I �� 362 5(,�(�T \\ � �� ------------ -�l � I \ � \ \ �. � � BE RQOM#4 5L' ° � `� � 30.SHOWER ENGL05UN.E DOON.S SHALL OPEN OUT WITH A GLEAR OPENIN6 \ \ I \�4�0 \ I � 11 �;,X�, �- �� n� I � � I OF 22"MIN.IN THE 01'EN P051TION \ \ \ I \��+ I � I \ I 31.SMOKE DETECTORS SHALL BE INSTALLED IN ALL BEDROOMS AND A7 � � � � 1��2I`�� AREAS LEADWG TO BEDROOMS. \ \ � I � I � _ � �I �I \ \ I � I � � = -I- �------------ - ---� 32.ALL 15-AMI'AND 20-AMP DWELLING UNIT REGEt'TAGLE OUTLETS SHALL \ � \�-- \ I � p I � I � BE LISTED TAMPER-IZESISTANT IZECEPTACLES(CEC 406.12) \ --- �-�- � �' 33.MAIN ENTRY DOOR SHALL BE OPENABLE FROM THE INSIDE OF THE � \ SJ�,, \ I I � I � DWELLING WITHOUT THE USE OF A KEY,9PECIAL KNOWLED6E OR EFFORT. � � � I � � � I I W21-5040R5 � �� I � \ \ � -�-------- V . \\ � \�\ � % / � 11'-7" \ 5'-4" 13'-4" z 35.VENTILATION HEATIN6 AND AIR CONDITIONIN6 SY9TEM9 SHALL HAVE A \ \ \ /,�e+/ � � MERV-6 FILTER OR BETTER. \ � I \ I �/�,�.,;�° \ �b ---�- � -� 32�-3�� 36.PROVIDE STATE AIZCHITECT CERTIFIED EAIZTHQUAKE-ACTUATED 6AS � � I � � � Z W SHUT OFF VALVES AT ALL NEW,RELOGATED,AND REt'LAGED GA5 UTILITY � \ I � � �O ` L �--------�I � !�. METERS. \\ \ � \\ // �i \\ /� � V 37. PROVIDE A DEDICAtED 20 AMP CIRCUIT FOR EACH FAN MOTOR(F.A.U., \ \ I \ I / I \ / � �," EXHAUST,EGT.) �� I \�/ I \ / d � 38.PROVIDE GOMBO SMOKE/GARBON MONOXIDE DETEGTORS AT HALLWAYS � I I � �. Q ON EAGH LEVEL,AND OUTSIDE OF BEDROOMS � \ \ � � J U � � I �' � ,�_6 � J C� 39.A GAS PII'ING LAYOUT I'LAN SHALL BE PROVIDED TO THE FIELD \ I I / � � � INSPEGTOR BY THE GONTRAG70R AT 71ME OF INSPEGTION. � \\ I /�\ / � J 40.FOR ANY L.E.D.LIGHTS TO QUALIFY AS HIGH EFFIGAGY LIFTING,THEY �� I � � � V MUST BE GERTIFIED BY THE ENER6Y GOMMISSION AND LISTED ON THEIR � L I�N Gi��E� � DATABA9E AT http://www.appliance5.energy.ca.gov/.PROVIDE TO THE FIELD �� W O � IN9t'EGTOR EVIDENGE OF GERTIFIGATION FOR ALL HI6H EFFIGAGY L.E.D. � I � 185�SQ�T M O LIGHTS A5 SELEGTED BY THE OWNEN.. �� \ I \/ /� Z ++� N 41.ALL i'LASTIG PII'E AND FITTIN6S SHALL MEET THE'NATIONAL �� SANITATION FOUNDATION'AND STANDAN.DS N.EFEN.ENGED IN TABLE 1401.1 � \ I / / OF THE 2013 CPC 301.1. \ � � i / 43.ALL PIPE,TUBE,50LVENT,GEMENT,THREAD SEALANT,50LDER AND/ ��\ \ I / //� Date 12-15-16 OR FLUX AND FITTIN65 F012 t'OTABLE WATER SYSTEMS SHALL MEET THE 'NATIONAL SANITATION FOUNDATION'STANDARDS AND OF THE 2013 GPG \ � i 604.1 � �/ � Scale 1/4"-1'-0" \ / 4-4.ALL 6AS LINE PRESSURE TESTIN6 SHALL BE AT 10 PSI FOR 15 \ � / Drawn RAH MINUTES AND WELDED Plt'ING 15 60 t'S1 FON 30 MINUTES.GPG 1213.3 \ � / Job 16-009 Sheet S�COND �L001� f'LP�N A-3 of Sheets REVISIONS BY I'LANNIN6 � 1-31-17 � ROOFING:5EE ELEVATIONS 2x BLOGKING WITH Ca m m u n�t De�e I o me nt De a rt me nt COMf'SHINGLE RODF BY CERTAINTEED"BLACK CHARCDAL" (3)3"D1,4M.VENT HOLE5 y p p t'RESIDENTIAL(40 YEAR)WITH 30 LB.FELT UNDERLAYMENT, GLASS'A',INSTALL PER MANUFAGTURER'S INSTRUGTIONS � P I a n n i ngv�(��i�rum..r�n��n�i.r��d�� 2x FRAMING @24"O/G MAX. �UPERTlNO APPR�VED Roo00 Ca se# R-2016-54 ,�METRL DF21P EDGE Ap�]IiC�tio�ti Number�s} 12 �5 �2xaF�,s�i,� Appl"4V�� gDC��I: ❑II'BC�01'I St�� Z `°� =- � � ? �� `LGLL.,�' 'J U Appro�a I Date 04/12/17 '��/�- � Q °� GONTINUOUS METAL EAVE VENT °�� ,�,�_%;-��/ u R�, �v 81/2" � o , Signa�ure Beth Eb ��` �=�- � � � �� 523.1 �.; .� � � � � l/8"EXTERIOR PLA5TER TOP PLATE � � 50FFIT Q � STUGGO FOAM GROWN-SEE ELEV,4TION5 Ra l/8"3-GOAT 5TUGG0-5EE ELEVATION5 � � ❑ � U A4 � ��; - - - - o L� ��. ry � v � v - _ _ - - - - Y ' Li i4i ii4i�ii< ��4i i��i i�i. dJ ��c � -_._1 dJ dJ �`1 N - - i i � �15.0' `y `~ a 1 514.0 SUBFLOOR L � TOP PLATE � T 1 • o � � vz � W � � o � � � W � ' � W � � e � � � 0 � � w HEADE1�pE1�STI�UCT. ° O � x m,000000000,o,m x H m,000000000,o,m � (I�I II 504.0' , m,000000000,o,m � m,000000000,o,m � o �� 5 U B FLOO R � m�000000000�o�m � az, 503.0 m,000000000,o,m � m�000000000�o�m � �� , -' _I ' �IN.GRADE ~ � I3�..-.��I, � �,IJ� PROVIDE WINDOW FLASHING/ �I 7/8"(3)GDAT STUGGO OVER METAL SEALANTS PEK MANUF. °` ' ' ' SLOPE FINISH GRADE AT 5%MIN.FOR 10' LATH OVER(2)LAYERS GRADE"D" AWAY FROM HOUSE&1%MIN.TO AN BUILDING I'AI'EI�.(PE�G.B.G.2512) INSTI�UCTlONS ' WINDOW 51LL&A1'I�ON APf'ROVED FAGILITY , �� , r_- _ �� T �L�Y�TI ON 26 GA.GALV.WEEP SGREED,4"M�N.A�OVE 7/S��J-COAT�J'TUCCO-WI�AI� �� GRADE,2"MIN ABOVE GONGRETE 7Yt'. INTO WINDOW FI�AME(TYI'. 2 X 4 WINDOW F(�AME ON ALL 51DE5) BLOCK(ALL 51DE5) 2 x 6 STUDS SHEAI�PLY PEK STKUCT. 531.00' ROOF 1/2"GYf'.BD. I 523.1' TYf�[C�L W[N dOW Tl�[ TOP PLATE 2 ' A14 � � � i - - - 12 � �i � _ e� � � �5 0 � �i v a� � �/ � � � � eJ U / ry� ry� �y � ., � ��5�' S15.0' O 25��G�/ 514.0' SUB�LOOR �Z—, �� TOP PL,4T� Z W � ? U 1 z �� , , , , � � � o o � � J � ° � g 'J � , . , O O�t U , = V � 504.0' W Q O 503.0' SUBFLOOR Z � N FIN.GRAD� Date 12-15-16 MIN.4"TALL STREET ADDRESS NUMERALS OF CONTRASTING COLOR TO BACKGROUND. Scale 1/4"-1'-0" Drawn RAH SOUTH �L�Y�T[ON Job 16-009 Sheet A-4 of Sheets REVISIONS BY I'LANNING � 1-31-17 � '� s � ,��. Cammun�ty De�elopment Department .1'`�5. `� `- �— - ��, �; � Planning Di�ision—Cupertino �5: �:y� `� �� UPERTlNO APPR�VED � � � � �' ,' Ca se# R-2016-54 531.00' �:� :� � Ap�lic�tio�ti Number�s} 12 ROOF / � � , 5 5.12 �� ' Approva I Bo dy: Di rector 1 StafF .- �,: z �� , �,,,, ,.�„� � Q � , �.� ' Appro�a I Date 04/12/17 -� ' - � Q °L � � � . ,��:��.�.. ' � �� . L�� , �� Be ,� ;��, �� 5� na�ure ��.�s� �� x � �� 5� :12 g ,�, ��;� ,- �,�� u � - y ►t, i % � `�' ,,� . �s�. E�� 523.1' � � / � �� ,n � � TOP PLATE � � / \ i s. � � .�� ■ `� i � � � i � � � i �� / �' � \ � :12� � _ N � � � o �, � � � � � � � N � \ :12� `� �`� 515.0' � � S� �� \ � \ � �514.0' SUBFLOOR � � `� � �. \� "' TOP PL,4TE � � ti �� \ � � �� 5: 2 \ � � � �� _ � ❑ ❑ � � W � - � � �� w � � $ i ' � � .J� i / Q o � � w � ~ H N ' O � o 504.0' � � � 503.0' SUB�LODR FIN.GRADE �00� pL�N W�ST �L�Y�TION 531.00' ROOF I 523.1' TOP PL,4TE , 12 : � �5 'p � � \�� U � a� a� a� a� a� � , ry � � � � � � O (V- (V (V CV N � 515.0' � . Z 514.0' SUBFLDOR �2Sa�GR � � ��5 Z W TOP PLATE � �� ? � � U z � , � � : - � _ o � -J OV � LL, J U � J � � ��t U _ �V � 504.0' W O O 503.0' SUBFLOOR Z � N FIN.GRADE Date 12-15-16 N01�TH W�ST EL�Y�TION Scale �,4��_��-o�� Drawn �AH Job 16-009 Sheet A-5 of Sheets REVISIONS BY PROVIDE GROSS—VENTING OPENINGS OF 1/150 I'LANNIN6 � ATTIG AREA(GOVER WITH 26 GA.GALV.1/4" t-31-17 � MESH)50%VENTSTOBE36"ABOVECEILING Cammun�ty De�elopment Department PER C.B.C.1203.2 Planning Di�ision—Cupertino �UPERTlNO APPR�VED Ca se# R-2016-54 531.00� ROOF Ap�liCatio�ti Number�s} --;�� ;�� — � , ; � I ��Y�-�-�- '� to r 1 StafF z �� , �� „, , „, „ ,,,, ;, � � o „ � � �� y �� _ u :�, �,, � ,, \\� � Q �.L � � � � � ,��- �; �,� ��,; ,��,�� ,. , , , , , � , u .��__J .ui--l_._,` �.�� —� \��Z=�� s.•�. � _ � �'�L — �� '', Q � � � ,.�..,�:..,.., , ,.,,...�..,;:,,.. ,.:�., �:.,. v �� a��e �� -- 523.1' � � TOP PLATE Q x � � � U � i �� — — — �'—G� o � � � � N � � � , N � � �5�' iy Zy iy N 515.0' a Z�Q�G'�� , SUBFLODR L 514.0 � TOP PLATE � � � � z [�] Z � � � � � � N � � � � � � � � a � � � o o � w � � , � x ,mm0000000,m �m000000000,o, 0 x � ,mm0000000,m �m000000000,o, ,mm0000000,m �m000000000,o, ,mm0000000,m �m000000000,o, ,mm0000000,m �m000000000,o, � ,mm0000000,m �m000000000,o, 504.0' z ,mm0000000,m �m000000000,o, ,mm0000000,m �m000000000,o, � � ,mm0000000,m �m000000000,o, 503.0' SUB�LODR � � �IN.GRADE PI�OVIDE GI�055—VENTIN6 01'ENINGS OF 1/150 UNDEI�FLOOI� AI�EA(G jVEI�WITH 26 GA.GALV.1/ N01�TH �L�Y�TION 4"MESH PEK C.B.C.1203.3 R-30 FIBERGLASS BATT.INSULATION 12 �5 � 1'—b" 12 �5 2 x 4 D.F.#2 5TUD5 AT � 16"O.G.(TYP.) � I�-13 FIBEI�GLA55 � BATT.INSULATION � O � � � � � � , , , , N N N N � U 1/2" YP.BD.(TYP.) , - O � Z � S �-- E � Z W � U - � � � _ � �� Z �w � � i � � � � O � � ❑ ❑ II a ,� U LL, J U . , � 'J � � � o �� o � � � _ � � 0 0 � O f/1 � \Y o �.�..� z � O o °° o Date 12-15-16 R-19 FIBERGLASS Scale 1/4"-1'-0" BATT.INSULATIDN Drawn RAH Job 16-009 � SECT[ON 2 SECTION Sheet A-6 of Sheets REVISIONS BY I'LANNIN6 � 1-31-17 � Cammunity De�elopment Department Planning Di�ision-�upertino �UPERTlNO APPROVED Ca se# R-2016-54 Ap�I�C�tio�ti Number�s} Appro�a I Bv dy: Di rector 1 StafF z �� ¢ �U Appro�a I Date 04/12/17 � Q o� � � 5igna�ure Beth Ebben x ¢ Case Manager � � Q x � U � N .--i ,--i � � L.i W � V � �'O�� H � � U � F--�I V� 1 � W� w w 3�,�„ � x .o„ � W �" � 1�� w � ��,� �, O �,.o., �o- � � � 2��'� q�'6 �2 a m`' O � z 2��,� � � O �- 4 � � � , � � � � o 0 O �^ susr a FROM i � � � 0 � o � 13 .� 11 2�"� "'v 0 N � \ � � � o N � ' � � � o � 6,�,� r, � cP � o „ 14 , 2��" � O 16 �' 8 , ��1 �ry �`' � \ N_ \,��D \ � �� 19 �_ q� , � � ^ ��/ � - . O - . �; '�:,o,, ,� � o \ >>- �" � � � / �� „ o \ \ O \ ` �� 18 � � �� O 13�"� ' \ 25,3� \^�p � � 20 �ry 20,6„ 5' -�" °° g�16'� ,�6„ �� 12,o � ��,�213I O � � �s: � 0 �n 3�- � °° q O � 10 U w 38�8,, Z � Z W� �- � U z � 2nd FLOOR FAR CALCULATION WORKSHEET � � SPACE DIM DIM AREA AREA/2 TOTAL O � O 1st FLOOR FAR CALCULATION � J � 11 25.66 18.00 461.88 0.00 461.88 W J � 12 9.50 3.00 28.50 0.00 28.50 SPACE DIM DIM AREA AREA/2 TOTAL � 12A 2.00 -2.00 -4.00 0.00 -4.00 = � V 1 5.00 2.00 10.00 0.00 10.00 � 13 14.00 14.50 203.00 0.00 203.00 2 7.50 2.00 15.00 0.00 15.00 ?� O � 14 2.00 8.16 16.32 0.00 16.32 15 13.33 18.00 239.94 0.00 239.94 FIKST FLOOK=2,793.69 3 37.00 21.00 777.00 0.00 777.00 z � � 16 5.33 22.00 117.26 0.00 117.26 SECOND FLOOR=1,860.04 4 s.00 14.00 112.00 0.00 112.00 TOTAL HOUS�-4,653.73 5 20.50 22.00 451.00 0.00 451.00 17 12.02 26.00 312.52 0.00 312.52 - 6 14.23 26.00 369.98 0.00 369.98 18 25.66 25.66 658.44 329.22 329.22 7 26.00 26.00 676.00 338.00 338.00 N 19 11.58 -11.58 -134.10 -67.05 -67.05 8 11.83 -11.83 -139.95 -69.97 -69.97 20 8.81 25.25 222.45 0.00 222.45 A; FRONT I'ORGH: 160 S.F. Date 12-15-16 0.00 0.00 0.00 9 8.03 26.25 210.79 0.00 210.79 GRAND TOTAL 1860.04 10 15.00 38.66 579.90 0.00 579.90 Scale 1/4"-1'-0" �OOF OV��HANG=195'X 1.5'=292.5 S.F. o.00 o.00 o.00 GRAND TOTAL 2793.69 Drawn KAH Job 16-009 Sheet �1�� C�LCUL�T[ON5 A-� of Sheets CITY OF CUPERTINO GENERAL NOTES � �t D p n 1. All�vork shall be in accordance with the State of California Department of Transportation Standard Specifications(latest edition,as amended),and Standard Plans(latest edition,as amended),and City of Cupertino Standard Details. The Contractor shall perform the work described in the I � � I I _ � specification,and as shown on the drawings,and to the satisfaction of the City Engineer. - 2. Approval of these plans shall not release the Owner ar Contractor of the responsibility far corrections of mistakes,errors,or omissions contained �U P E RT l N O A P P R�V E D therein.If during the course of construction of improvements,public interest requires a modification of/or a departure from the City of Cupertino Standard Details or these improvements plans,the City Engineer shall have the authority to require such modification ar departure and to specify 2 O�7�a e R T the maruler in which the same is to be completed,at the sole expense of the Owner or Contractor. V 1 Applic�tio�ti Numher�s} 3. Approval of these plans by the City Engineer is only for public right-of-way improvements(including storm drain in the right of way),and not for C U P E p I � �vater,sewer or dry utilities.It is the Developer's/Owner's responsibility to coordinate reviews and approval from each of fl1e Utility companies, and to provide approval letters as requested. f � ��• I e � 4. It shall be the responsibility of the Contractor to ensure the approved plans or d1e latest revised plans are furnished to its subcontractors,and to a Ap p ro�a I Da�e 04/12/17 ensure the latest approved plans are onsite at all times during construction. 5. The Contractor shall notify the City of Cupertino Public Works Inspector two(2)working days prior to requiring an inspection.Call(408)777-3104 '"""�L 5ignature Beth Ebben toschedulePublicWorksinspections. SITE DR. --��_ __ ��_ :�.-,e,� __ ---------------- Ca s e Ma Eia ge r 6. Construction area traffic control devices shall Ue installed prior to beginning of work. ' �---- � I � - -- --- ----------1 7. Notify City of Cupertino Traffic Signal Maintenance for inspection of traffic signal facility foundation excavations at(408)777-1366,two(2) � OO�Q�O O \ working days prior to pouring any cabinet or signal foundations relating to fl1e job. LOCATION MAP 1 � ��'O ��Q��OO O ; 8. The Contractor shall locate underground facilities in the area of work.The Contractor shall contact Underground Service Alert(USA)at 811 two(2) I � � �O �`,f�" , / � warking days in advance of any work far location of the underground facilities. I � � iI � 9. All underground ukilities shall be installed and backfilled before placement of the base material and surface structures.If utilities are to be installed � I � � subsequently,a written notification from the affected utility company indicating its commitment to bore or tunnel shall be suUmitted to the City -�- Engineer before proceeding with the work. Underground utilities,except starm drains and sanitary sewers,shall not be permitted in pavement ,.� � � �� `` area,with fl1e exception of street crossings,unless approved by fl1e City Engineer. �' I I � � � � � �` 10. All water lines,valves,hydrants,and a urtenances thereto installed within the ublic ri ht-of-wa shall be the ro ert of the water utilit =I I � `i pp P g Y P P Y Y \ � company. � I � � '� � � � I � jr � � 11. Storm drain lines installed as part of the work on these plans shall be cleared of all deUris and obstructions prior to final acceptance. I I / � ' � i O , ��` � ` 12. All trench backfill,fill areas,and base material shall attain a minimum 95%relative compaction. For typical trench sections,except far sanitary � I I OO " � sewers,refer to the City Standard Details. �� ` ' ° 11 � O 13. The Developer shall pay all costs for moisture-density curves(Calif.Test No.216E)and any other tests required by the City Engineer during street z Y J� ; construction. 0 0 � � 1 . �o� I �. � 14. Trees,roots,and foreign matter in existing or proposed right-of-way shall be removed to a depth of two(2)feet below subgrade and disposed of �¢� ��`� � per Caltrans Standards.In the case of live tree roots from City street trees,Contractar shall contact the City for field observation prior to removing w�z � � � tree roots. oo� � ��'� �_� � I �� 15. Trench plates in the traveled way shall be traffic rated,property secured and shall be recessed upon the request of the Directar of Public Works. � �¢w ' -�r�r\ o = �. � 16. A l l trenc hes locate d wi t hin 5'o f t he e dge o f pavement(ie.cur b,lip o f gutter,e dge o f pavement,etc.)s ha l l Ue repave d to t he e dge o f pavement. �� 1 � zo �� -- --�-_ oz� � ?�� ` � 17. All new pavement shall match the existing pavement section.A minimum pavement section of 3"AC/6"Class 2 AB is required. ��z � zo� j 18. Existing pavement that is removed or damaged shall be replaced as required by the City Engineer. ��w "z� ABBREVIATIONS: I � � p � o�o � 19. Manhole frames and covers shall be brou ht to finish rade rior to final si notf. ��z , , CRAIG COURT ��o AD Area Drain LAT Lateral 1 I 20. Five(5)working days prior to installing permanent striping,the Contractar shall cat track the striping and request review of the cat tracks by the o�w gC Begin Curve LIP Lip of Gutter w o J BO BI owoff Valve LP Low Point I � - - -��- - - _ City Traffic Engineer.The City Engineer shall have the right to make changes in the location of the alignment of traffic stripes,pavement markings, �z a BW Bottom of Wall Lt, Rt Left, Right � and pavement markers. z�� B/W Back Of Walk PUE Public Utility Easement � �� C&G Curb &Gutter PSE Public Service Easement � o~ww CB Catch Basin PVC Polyvinyl Chloride I 21. Concrete for use in all concrete structures shall conform to California Department of Transportation Standard Specifications Section 90. Drop z�� CL Centerline RCP Reinforced Concrete Pipe � inlets,sidewalks,curbs and gutters shall contain 5901bs.of cement per cubic yard and shall attain a minimum strength of 3,000 psi in 28 days. om�w CR Curb Ramp RW, R/W Right Of Way � o�m= DI Drain Inlet SS Sanitary Sewer \ 22. Drop inlets shall be constructed conforming to City Standard Details unless otherwise noted on the plans.Drop Inlets shall Ue installed concurrent z�¢� DIP Ductile Iron Pi e SSCO Sanitary Sewer Clean Out o Storm Drain Manhole � with the construction of the curb and gutter"No Dumping Flows to the Say."plaque shall be installed on the curb adjacent to all inlets. � EASE Easement P SDMH O J �¢a� EP Edge Of Pavement SSMH Sanitary Sewer Manhole �'Jzz EC End Curve SSLat Sanitary Sewer Lateral N 23. A minimum thickness of five(5)inches of concrete shall be required for commercial driveway approaches and four(4)inches for residential.The o�¢o FG Finish Grade SW Sidewalk drivewa a roach shall be installed concurrent with the construction of the curb and utter. ��zw FH Fire Hydrant T� Top Of Curb CITY ENGINEER'S SIGNATURE � pp � �� F L F low Line V C P Vi tri fie d C lay Pipe 0 1 0 2 0 4 0 �o�o FS Fire Service WM Water Meter 24. One pound of dispersing black shall be mixed with each cubic yard of concrete at the batch plant. ��'�'-'-' GB Grade Break WS Water Service OO�ww HP High Point WV Water Valve z a J� INV Invert XING Crossing 25. City Standard Street Lights shall be installed as required by the Director of Public Works,and shall conform to the City Standard Details and Notes. a J�� APPROVED BY: During construction operations,temporary street lighting shall be provided as necessary to ensure the puUlic safety.Temporary street lights shall w¢=z TIMM BORDEN RCE 45512 DATE be installed at the discretion of,and to the satisfaction of,the Directar of PuUlic Works. GRAPHIC SCALE w�w� D I R E C T O R O F P U B L I C W O R K S �w�� = 20� 26. City standard street monuments shall be constructed at the locations shown on the plans or as directed by the City Engineer. � w z= ��w� 27. New City standard street monuments and other permanent monuments disturUed during construction shall be replaced before acceptance of the a�� SEAL SURFACE BY SPRAY APPLICATION CUPERTINO SANITARY DISTRICT improvements by fl1e City Engineer.Attention is directed to Section 8771 of the California Susiness and Professions Code for fl1e requirements o� 12. The Developer and General Contractor shall be responsible for the prevention of construction debris entering the existing ��'a z EXISTING ROADWAY OF SS-1H EMULSION AFTER FINISH ROLLING. SANITARY SEWER NOTES concerning survey monuments. Existing survey monuments shall be located and referenced by or under the direction of a licensed land surveyor o=�� sanitary sewer system due to the construction activities associated with this project and the Developer and Contractor shall �n�,,,_ SURFACE TYPE A-1�2 MEDIUM CLASS or registered civil engineer prior to construction operations,and a corner record or recard of survey shall Ue filed with the County Surveyar of the w�z� pay all costs associated with the release of construction deUris into the existing sanitary sewer system due to the �?o r SAWCUT ALL EDGES A.C.AT 98%COMPACTION. 1. All work shall be constructed in accordance with these plans, the current Cupertino Sanitary District Standard County of Santa Clara. Existing survey monuments shall Ue reset to finish grade,and a carner record ar recard of survey shall be filed with the � construction activities associated with this project. �.-,,.,J 1.5°FINAL TOP LIFT THICKNESS Specifications and Construction Details, and be installed in accardance with Manufacturers' requirements and County Surveyar of the County of Santa Clara prior to the recording of the certificate of completion for the project. �_- 13. The Develo er and General Contractor shall be res onsible for the revention of a sewa e s ill associated the Contractars a�~a CLASS II AGGREGATE BASE specifications. p p p g p a�� activities and shall a all costs associated with the release of sewa e into surface draina e s stem and downstream surface THICKNESS VARIES(6 MIN�. 2. All wark shall comply with all current local,state and federal requirements. �'y g g y 28. Construction survey stakes or marks(control stakes)to establish lines and grades shall be set by the Contractor's surveyor or engineer. MATCH EXISTING THICKNESS. TYPE'A'-3/4"MEDIUM CLASS waters. '-'-'�� BASE COURSE THICKNESS VARIES 3. A ll excavation,bac k fi l l,an d pavement section wi dlin street rig ht-o f-way s ha l l be done in accor dance wit h t he requirements �z a z � 1.5'�MIN. MATCH EXISTING AC of the Engineer of the Public Agency having jurisdiction and District Standard Specifications and Details.In case of conflict 14. Utility Notification: 29. Notify fl1e City Inspector two(2)working days in advance of requiring services for checking field staking.Three(3)copies of fl1e cut sheets shall a a r� 6"MIN.(TYP)"T"CUT TO BE � ) �z z w FULL DEPTH AC REMOVAL THICKNESS. A.C.WHEEL ROLLED between Public Agency and District,Agency's requirements shall take precedence. a.Underground Service Alert 500-227-2600 be fumished to the CitV Inspector. ,i;o�X AND TAMPED TO 98%COMPACTION. 4. A enc s Encroachment Permits shall Ue oUtained and a co shall be on the�oU durin construction. �w g Y pY � g U.Storm Drains-City �w z� SEE NOTE 1 5. Fill material shall be compacted to a minimum of two and one half(2.5)feet above the top of pipe elevation by methods that 30. Grading of lots shall be completed as determined by the City Engineer,as shown on the plans,and shall follow requirements and standards as set ��o� � C L E A N&T A C K S I D E S O F E X C A V A T I O N will not dama e d1e i e or two 2 slurr mix.Fill material must attain a minimum of ninet five ercent 95% relative c Sanitar y Sewers-Cu pertino Sanitar V District forth in the City Standard Grading and Drainage notes. o¢w o 12°MIN. AND BETWEEN COURSES. g p� �� y � p ( � 15. Contractor shall othole and veri location and de th of all existin utilities crossin new sewer main ar lateral � CLASS I,T1PE'A' BEDDING compac tion in pavemen t areas in accor dance wi t h t he S ta te o f Ca li fornia S tan dar d Speci fica tions. P f Y p g � �o w a SPRAY AN APPLICATION OF SS-1 H construction 31. Demolition of se trc tanks shall conform to Santa Clara Count Environmental Health De artment re ulations. Work shall be done rior to ��o= OR SAND AS APPROVED BY THE o EMULSION BEFORE PLACING A.C. 6. The District Engineer shall be notified two(2)working days in advance of startin�construction,20863 Stevens Creek p� y p g p� o�=z THE DIRECTOR OF PUBLIC WORKS o Soulevard,Suite 100,Cupertino,CA 95014(408)253-7071.At that time,traffic plans,encroachment permits and the sewer 16. All Sanitary Sewer Pipes shall be PVC-SDR26 or approved equal,unless otherwise specified by the District Engineer. construction. c..>�¢i,�n o LIMITS OF X diversion plans shall be submitted to the District Engineer.Sewer diversion plans shall include sewage bypass and 17. Access for pedestrians and vehicles shall be provided at all times unless approved in writing by the District Engineer. EXISTING OR PROPOSED PIPE PIPE SIZE MINIMUM MAXIMUM , , ' , , 32. All ublic im rovements must be com leted rior to occu anc emergen�y plans.Work shall not begin until the Distri�t Engineer has provided written a�ceptan�e of these plans. 18. Sanitary Sewer Manholes,Flushing Inlets and Cleanouts shall be marked with"SANITAPY"or"SANITARY SEWEP". p p p p p y' 0_D. 6"MIN. 24°OR LESS 4° 4'�+ �'�' 7. One(1)sanitary sewer lateral shall be installed far each lot,residential unit ar building with a clean-out.Location of lateral NOTES: 8 ( ) X X 4 19. At the Developer/General Contractor's expense,Closed Circuit Video Inspection of mains,laterals and property line 33. Contractor is res onsible for dust control and ensurin the area ad acent to the work is left in a clean condition. „ and property corners to be staked in field at the same time the sewer main is staked for construction.Laterals shall not be p g l 27 AND O.D. clean-outs is required.When the use of an existing lateral is proposed,an additional video inspection is required prior to 1)TRENCH BACKFILL• GREATER 6° 6°+ 4 laid on less than two percent(2%)grade and shall have a minimum cover of four and one half(4.5)feet at property line or constnution to verify that it meets the current District Standards. edge of sanitary sewer easement.Laterals shall be deeper than four and one half(4.5)feet when directed by District 34. Contractor shall review City Detail6-4 on tree protection prior to accomplishing any work or removing any trees. CLASS II AGGREGATE BASE AT 95%COMPACTION,OR CONTROLLED DENSITY BACKFILL,SHALL BE Engineer.Laterals shall not be extended beyond the street right-of-way line or sanitary sewer easement line until the main USED FOR TRENCH BACKFILL. has been tested.Lateral sewers constructed outside of the public street ar Cupertino Sanitary District Easement shall be Approval of these plans by Cupertino Sanitary District does not relieve the Developer/General Contractar of the responsibility 35. Utilize Sest Management Practices(SMP's),as required by the State Water Resources Control Soard,for ANY activity,which disturbs the soil. constructed in accordance with the requirements of,and shall be inspected by the City Building Department. for fl1e correction of mistakes,errors,or omissions.If,during the course of construction of the sanitary sewers the public interest NATIVE MATERIALS MAY BE USED AS BACKFILL ONLY WITH WRITTEN CONSENT FROM THE DIRECTOR 8. Existing laterals to be abandoned(or not used)shall Ue removed to the wye,capped and concrete collar minimum of 6"all requires a modification of,or a departure from the District Specifications and/or Details,the District Engineer shall have the 36. A wark schedule of grading and Erosion&Sediment Control Plan shall be provided to the City Engineer by August 15.No hillside grading shall OF PUBLIC WORKS.NATIVE BACKFILL COMPACTION SHALL BE 90%FROM THE BOTTOM OF TRENCH TO around. authority to require such modifications ar departure and to specify the manner in which the modifications or departure is to be be performed between October 1 to April 15. 2.5'BELOW SUBGRADE; 95%WITHIN 2.5'OF SUBGRADE.RELATIVE COMPACTION PER ASTM D1557, 9. The Contractor performing wark on the sanitary sewers shall be required to register with the District and provide insurance done. D2922,D2216 AND 03017.CONTRACTOR SHALL VERIFY SUITABILITY OF NATIVE BACKFILL PRIOR TO as specified in Sections 1.39 and 1.40 of the District's Standard Specifications. 37. All new electrical service(power,phone,and/or cable)shall Ue undergrounded. BEGINNING CONSTRUCTION. 10. The Developer and General Contractor shall be responsible far protection of all existing improvements including existing Approved as to Compliance with District Requirements ,2015 sanitary sewer facilities fllat are to remain and if damaged during construction of the proposed improvements,shall be 38. To initiate release of bonds,contact the Public Works Inspector for Final Inspection. 2)IF EDGE OF TRENCH IS 3'OR LESS FROM THE LIP OF GUTTER,THE CONTRACTOR SHALL REPAVE repaired to the satisfaction of the Cupertino Sanitary District and other affected agencies. CUPERTINO SANITARY DISTRICT TO THE LIP OF GUTTER. 11. Channels of all District manholes within the construction area shall be protected by plywood covers,placed in the 39. All downspouts to be released to the ground surface,directed away from building foundations and directed to landscaped areas. EXISTI NG STREET TRENCH RESTORATION manholes and manhole castings shall be adjusted to final grade in accordance with the Standard Specifications of the � � y � y p p � � Cupertino Sanitary District or as directed by the District Engineer. 40. Prior to be innin an work within the Public Ri ht of Wa the Contractor will be res onsible for ullin an encroachment ermit from the Public Pichard Tanaka,District Engineer Works Department. TO BE USED FOR ALL PUBLIC STORM DRAIN PIPE Date: SEPT01,2016 IMPROVEMENT PLANS FOR FOR CITY OF CUPERTINO USE � I�� Scale: AS NOTED PROJECT # C ITY O F Designed: TL B O & L I L L I A N Y I N PUBLIC WORKS ----------- � C U P E RT I N O CIVIL ENGINEERING,INC iNSPECTOR: K EVI N R EI D EN , GREEN-ENGC�HOTMAIL.COM Drawn: TL vo�cE Ma��: (408) 777-3104 S H E ET C 1 � Checked: TL 2 0 6 7 7 C RA I G C O U RT PROJECT ENGINEER � '9 204 E 2ND AVE 820 SAN MATEO, CA 94401 Proj.Engr: TL � REVISIONS DESIGN DESIGN CITY APPR. S S BY DATE APPR. DATE CHIN HANG WONG 5 24 16 � `r SHEET 'I OF 7 File: 16082023 CUPERTINO CALIFORNIA NAME DATE DATE MARCH 2O15 GENERAL NOTES: 1. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTOR'S Commun�t De�elo ment De artmen RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING y p p CONDITIONS OR BETTER. Planning Di�ision-Cuperti 2. CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS. �UPERTlNO APPR�VED 3. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 4. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND Case# R-2016-54 GRAPHIC SCALE CONTINUOUS GRADE. A�}�IEC�ti��1 Numf��r�5,b o s ,0 20 5. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDING FOR ALL NATURAL AND PAVED AREAS. FL 503.67 6. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN , � Appro�a I �a dy: Di rector 1 Staff (IN FEET) ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS 1 ineh= 10 ft. TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR -- � ■ -- -- �� A ra�a I Da�e 04/12/17 MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT o TW 506.06 N��2� w F 503.61 pp FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE UTILITIES WHICH � CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. � � c 5o4.os _ _ _ _ _ 5igna�ure Beth Ebben � U TW 505.91 � r � � FL 503.81 7. THE CONTRACTOR SHALL ADHERE TO ALL TERMS& CONDITIONS AS OUTLINED IN GENERAL N.P.D.E.S. PERMIT FOR W C 503.91 � TW 506.03 �.� Case Manager STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. � � C 504.03 � 04 �yc � 8. UTILITY VAULTS, TRANSFORMERS, UTILITY CABINETS, CONCRETE BASES, OR OTHER STRUCTURES CANNOT BE PLACED OVER I GB 504.07 FL 503.47 WATER MAINS/SERVICES. MAINTAIN 1' HORIZONTAL CLEAR SEPARATION FROM THE VAULTS, CABINETS 8c CONCRETE BASSES � TW 505.79 S`NP�-�� OO TO EXISTING UTILITIES AS FOUND IN THE FIELD. IF THERE IS CONFLICT WITH EXISTING UTILITIES, CABINETS, VAULTS & Q C 503.79 i ;� P 504.09 �O O 1,x BASES SHALL BE RELOCATED FROM THE PLAN LOCATION AS NEEDED TO MEET FIELD CONDITIONS. TREES MAY NOT BE � � � O O PLANTED WITHIN 10' OF EXISTING WATER MAINS/SERVICES OR METERS. MAINTAIN 10' BETWEEN TREES AND WATER TW 505.75 � I FL 503.84 O ..� SERVICES, MAINS 8c METERS. FG 503.75 , �X � O �x � �O . � FF 504.50 W �/g� �/ � O G 503.87 2 9. UTILITY INSTALLATION IF ANY SHALL BE IN ACCORDANCE WITH CITY OF CUPERTINO STANDARDS � 3 TW 505.63 G 5��66 O � FF 504.50 O C 503.77 10. CONTRACTOR SHALL REFER TO ARCH. PLANS FOR EXACT LOCATIONS OF UTILITIES SERVICES TO NEW BUILDING. COORDINATE FG 503.63 �5� � O � C 503.63 WITH LOCAL UTILITIES COMPANIES FOR SERVICE CONNECTIONS. F FG 504.27 TW 505.78 � I � � FF 504.50 O 2 FG 503.78 6 FF 504.50 2 FG 504.11 O � 11. STORM DRAIN TRENCH INSTALLATION SHALL BE PER DETAIL C5 7 = P 5�� P 504.25 FF 504.50 FL 503.29 a L � I � �,� 2 G 503.87 � � �s �'' �-- LEGEND J � �� FF 504.50 � � 5 I G 503.87 -- �O P 503.93 0 o y = PROPERTY LINE � W � r }, ��.�a� G 503.44 2 - - - - - - = EASEMENT � � 2 5� \7'� � FG 503.4�3 �,�o G 503.77 �y� �� C 503.44 � .�/ G 50� � � � I �� C 503.41 100 = CONTOUR LINE a � � Z �. �-' / GARAG E FL 503.07 = TW 505.61 I �� ,?s FLOW DIRECTION z O a I � : P 503.97 � � a � U FG 503.61 FG 503.63 �5�► � - FLOW LINE � � � � � I ;� HOUSE �IFF ��.�r. � = POP UP DRAIN - i � � FF 504.50 �p� 0 O � � 50�' � = STORM DRAIN INLET ��/ 2 � G p L.L Z �� -\�` . J �uoe i �,n. ! I ��. O p P TS 504.15 � i EXISTIN� = STORM DRAIN PIPE Z U � TW 505.46 I � O FF 50�2 BS 502.89 y-� �� - RESIDEI�'' e = CONCRETE SPLASH PAD Q � � FL 503.46 � I O Sp S i g �'" ,-� � ! O �So �, C� � w I .� O� ��V FF 504.50 ,�5 C5 � � I �' I .: O ,�_ P 504.25 P 5�o2gg FG 502.54 FG 502.10 APN = ASSESSOR PARCEL NUMBER FL = FLOWLINE R.O.W. = RIGHT OF WAY z O � I FF S FF FG 5 � BS = BOTTOM OF STEP ELEVATION G = GARAGE S = SLOPE (V :�O FG S��S� �'S S��S � BW = BACK OF SIDEWALK IE = INVERT ELEVATION SD = STORM DRAIN 0 U � �OO �32g 2 ��'2S� ` ��. C = CONCRETE L = LAWN SR = STRAW ROLL a FG 502.44 �.� EG = EXISTING GRADE LF = LINEAL FEET TC = TOP OF CURB �/ � �O �y � TG 501.41 3 L.L � F\L 503.19 OO FF Z � FL 501.41 6 C5 EX = EXISTING L.O.W. = LIMIT OF WORK TG = TOP OF GRATE �I'1 � TG 501.21 4 IE 500.41 FF = FINISH FLOOR ELEVATION N = NEW TS = TOP OF STEP ELEVATION v 4 TW 506.50 � O � Fc SQ�Sp ^ �Q,�� IE 500.12 C5 FG = FINISH GRADE ELEVATION P = PORCH OR PATIO TW = TOP OF WALL FG 504.50 \\ ��\ �9� �o•O�; O ��, TYP = TYPICAL � h O 30f LF OF 4" SD � � PIPE C�?S=1� � � 00� �� 0 0� ? ��' GRADING NOTES I �� O s�s 0 �' �� _ OO t�� F G 5 0 1.9 7 ��' O 1 M A T C H E X I S T I N G E L E V A T I O N. G R A D I N G L I M I T I S T O P R O P E R T Y L I N E. N O G R A D I N G A L L O W E D O N A D J A C E N T P R O P E R T I E S \ O FG 501.25 •-`� �� "� DO 2 � TW 504.76 Q� ,�4 S +�: O2 DOWNSPOUT WITH CONCRETE SPLASH PAD PER DETAIL#1 SHEET C5. SEE ARCH. PLANS FOR EXACT LOCATION. 3 FL 502.76 `�'w\ � '`: �,t t�',� 1� � ►�` Q� I 2 ��'� ._... � ,; �� O3 BEGIN 24" HIGH STUCCO WALL PER LANDSCAPE PLANS I �TING �� 072�CONC APRON �� v F� ~ O DENCE^^ FL 501.67 \� °� N� O END 24" HIGH STUCCO WALL PER LANDSCAPE PLANS � v o � / � J � O � ` BOW 501.06f „ � � � rn 12" SQUARE �P � O5 24 HIGH STUCCO PLANTER PER LANDSCAPE PLANS � �j � � Q � DRAIN BOX ,� C R A I G C 0 U R T � o � � I TG 501.11 PAVJ��'� O 6 CREATE A 2"X24"X60" DEPRESSED STORMWATER COLLECTION PIT AT NEW STORM DRAIN INLET � � �Q O I E 4 9 8.7 8 WN , ,^", �\ ( � w � a Z 5 DRYWELL ' vM< < _ � w w z C5 �� ti � o Q F G 5 0 1.3 5 � ' BOW 501.14f � � U � N � � � PRE & POST DEVELOPMENT PERVIOUS/IMPERVIOUS AREAS: I �I 50.6L so�i.6 c< PG o�OFESSIO/y,y� �oi.�9 _...._..._ _ _. ..__ - - AREA TYPE EXISTING PROPOSED �c��H�G�Lp�ti�� I RIM EL=500._ � j � ' JJIVI I I � � 4" VCP(IN) +50.38 / . , APRN� INV-494.45 SM � LOT AREA 10,459 SF 10,459 * EX �2 3� * / P��' P I 10"VCP (OUT) / 0.24 ACRE 0.24 ACRE sTqTF OFVCA�F��\ IINV=494.30' �� TOTAL LAND DISTURBANCE 10,459 10,459 � / PAV499.95 � EARTHWORK QUANTITIES: VOLUME � � SCALE � (CUBIC YARD) � HOUSE 1,527 3,433 * FILL �� HARDSCAPE 390 1,233 VERTICAL: 1"=ASSHOWN � COMPACTION RATE: 15% 70 x 0.15 = 10.5 DRIVEWAY 749 0 HORIZONTAL:1"=AS SHOWN � TOTAL FILL 80•5 TOTAL IMPERVIOUS AREA 2,666 4,666 \ �� ATE: 9/1/2016 � CUT 40 PERMEABLE PAVERS N/A 1,145 DESIGNED: TL � \ TOTAL EARTHWORK 40.5 TOTAL PERVIOUS AREA 7,793 4,648 DRAWN: TL �� -�__� CONTRACTOR SHALL ESTIMATE THEIR EARTHWORK *TOTAL HOUSE AREA INCLUDES ROOF OVERHANG AREA REVIEWED: TL QUANTITIES WHEN BIDDING ON THIS PROJECT. �og No.: 16082023 SHEET C2 OF 7 SHEET UTILITY GENERAL NOTES: 1. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTOR'S Commun�t De�elo ment De artmen RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING y p p CONDITIONS OR BETTER. Planning Di�ision—Cuperti 2. CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS. �UPERTlNO APPR�VED 3. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 4. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND EX. POLE 18 19 �aSE.'# R-2016'S4 GRAPHIC SCALE CONTINUOUS GRADE. OA�}�IEC�ti��1 Numf�er�5,b o s ,o zo 5. UTILITY VAULTS, TRANSFORMERS, UTILITY CABINETS, CONCRETE BASES, OR OTHER STRUCTURES CANNOT BE PLACED OVER WATER MAINS/SERVICES. MAINTAIN 1' HORIZONTAL CLEAR SEPARATION FROM THE VAULTS, CABINETS & CONCRETE BASSES TO EXISTING UTILITIES AS FOUND IN THE FIELD. IF THERE IS CONFLICT WITH EXISTING UTILITIES, �'l� Appro�a I �a dy: Di rector 1 Staff (IN FEET) CABINETS, VAULTS & BASES SHALL BE RELOCATED FROM THE PLAN LOCATION AS NEEDED TO MEET FIELD 1 inch= 10 ft. CONDITIONS. TREES MAY NOT BE PLANTED WITHIN 10� OF EXISTING WATER MAINS�SERVICES OR METERS. MAINTAIN -'�' �-- -- '!-- N�.�Z��w— � Appra�a I Da�e 04/12/17 10' BETWEEN TREES AND WATER SERVICES, MAINS& METERS. p � � � 6. UTILITY INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL UTILITY STANDARD FOR WATER, GAS & WASTEWATER. � ��r-- �-- - - - - -- - - - - - - - - - - - - Slgrla�ur� BethEbben � � (� . - - 7. SANITARY SEWER PIPE BEDDING & TRENCH BACKFILL INSTALLED PER DETAIL � W ' — — — — — -- — — � �. Case Ma�iager �g � \ _ � � �j � 8. ALL SANITARY SEWER PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS � \�T � WATERTIGHT. � I "� C��-� ' C \\�'. � � '�' � � I � , v✓�` 9 SANITARY SEWER NOTES LPER S ANDARD D TAA SCOR2A&E1 B AS SHOWN ON SHIEE T C6 ISTRICT REQUIREMENTS AND � i� o �� , � # � I �� '' OO �� 10. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDING FOR ALL NATURAL AND PAVED AREAS. � � 0 J� �� I O ��\ 11. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION, �'% SUCH AS, BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB ETC. REPAIRS SHALL BE EQUAL T0, I �T� /�`< 16 �,�� OR BETTER THAN EXISTING CONDITIONS. I I \' � 12. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS � I I �7 �� SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, = I '�`, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. J THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION � � � � "� TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO I \y RELOCATE UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. � W I / C i t� � � �Q� I � � � 13. PRIOR TO ANY UTILITY INSTALLATION, CONTRACTOR SHALL CONFIRM SIZE AND TYPE OF EXISTING UTILITIES. STOP �y O ='I I \ % 12 13 � �:"' WORK AND CONTACT THE PROJECT CIVIL ENGINEER IF DISCREPANCIES FOUND. L.L � I `�• ay '° �� LEGEND z � � Z I � GARAGE � 0 a I _ Q � p� 8 PROPOSED ELEC. METER J U � � I I � � � m �` PROPOSED GAS METER � � � HOUSE � `FF=Sr � �r. i i FF 504.50 � - JT PROPOSED ELEC. LINE � a O I �'':- ; � � � z I �� -, \ \ � �u�� G PROPOSED GAS LINE — � _ I OO � ` i EXISTIN� SS PROPOSED SANITARY SEWER J U � � � RESIDEI�'' LINE � � � I I 1� ��`� iRT � � \ �� W PROPOSED WATERLINE � I� w � ' I /`�� FF=Sn�� ,-� _ �). �E � � I `�/ '� ' PROPOSED STORM DRAIN LINE � � \ � � I IE 496.27 \ ` ------ 4 PERFORATED SUBDRAIN LINE N � 0 9 , , � U I �I! OO 2 e �, 'AGE � O � 3=503.00' ABBREVIATIONS: I OO � � E = EXISTING � OO � '� �`L� � FF = FINISH FLOOR ELEVATION � � O \ O /►� O � I IE = INVERT ELEVATION / 0 LF LINEAL FOOT �� O /� � `� �� ` PUE = PUBLIC UTILITY EASEMENT � �\ �JO O ` \ ` RIM = RIM ELEVATION I .�` ,��: O �,` S = SLOPE JO O � � SS = SANITARY SEWER M \ OO O SS —— � y �� SDMH= STORM DRAIN MANHOLE � T ��,, OD � . • I �~w >>o��w� � UTILITY NOTES � ��Rq�� I �TING �(J\\ SS �~ �CONC ON �� O1 EXISTING WATER METER TO REMAIN AND EXTEND NEW WATER LINE TO NEW BUILDING. CONTRACTOR SHALL MATCH � � DENCE � � EXISTING WATER LINE SIZE AND TO VERIFY EXACT LOCATION WITH CITY OF CUPERTINO �0 � -, ,c (,,., \� � � � J O � � � PG � O2 WATER SERVICE ENTRY. SEE ARCH PLANS FOR EXACT LOCATION. ~ � � � , � CRAIG COURT � w o w � „ �\\�,�/ 6 C O N T R A C T O R S H A L L F I E L D V E R I F Y A N D C O O R D I N A T E W I T H C U P E R T I N O S A N I T A R Y D I S T R I C T F O R E X A C T S E W E R L A T E R A L � _ > - � 5 2 f L F O F 4 S S O L O C A T I O N P R I O R T O I N S T A L L A T I O N S E W E R L A T E R A L E X T E N S I O N. � � �Q O P V C S D R 3 5 C�?S=2� I E 4 9 5.2 4 f ��,, � � 8 z � ` � ` O 7 CONNECT TO EXISTING SANITARY SEWER LATERAL. MATCH EXISTING INVERT ELEVATION. SEE CUPERTINO SANITARY � W z `z`i � � �+ � DISTRICT SANITARY SEWER NOTES AND SEWER LATERAL CLEANOUT INSTALLATION ON EXISTING SEWER LATERAL _ � w w z � I `rF`�� STANDARD DETAIL #9 ON SHEET C6 � � � N � � I �' I 1 �-9�,� `� O8 INSTALL NEW SANITARY SEWER CLEANOUT PER CUPERTINO SANITARY DISTRICT STANDARD DETAIL #7 ON SHEET C6 � i 6 �� _ _ _ _ O9 SANITARY SEWER SERVICE ENTRY. SEE ARCH PLANS FOR EXACT LOCATION. PROVIDE 2%MINIMUM SLOPE. ��o�OF��IOND � � � �i�� ''y? 11 CONNECTION TO EXISTING GAS LINE. CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE, MATERIAL AND DEPTH WITH �� // �� RIM EL=500._ � j � � � 4" VCP(IN)' JJIVII� �� PG&E PRIOR TO INSTALLATION. / j/� � l�tc�� INV=494.45 � * Exp.12 31 , * I � 12 INSTALL NEW GAS METER. SEE ARCH. PLANS FOR EXACT LOCATION. s �,�P 10"VCP (OUT) � �'qTF CIVIL\��R OF CP�- INV=494.30' � 13 INSTALL 1-INCH PVC GAS LINE TO HOUSE. SEE ARCH PLANS FOR EXACT LOCATION. � � � / < � /� � 16 ELECTRICAL METER. SEE ARCH PLANS FOR EXACT LOCATION. SCALE 17 ELECTRIC, TELEPHONE & CABLE SERVICE ENTRY. SEE ARCH. PLANS FOR EXACT LOCATION VERTICAL: 1"=AS SHOWN � 18 CONNECTION TO EXISTING UTILITY POLE. CONTRACTOR SHALL VERIFY WITH PG&E PRIOR TO ANY CONSTRUCTION. HORIZONTAL:1"=AS SHOWN \ /! 19 PROVIDE DRY UTILITY JOINT TRENCH TO NEW HOUSE(SEE MECH. PLANS FOR CONTINUATION) DATE: 9/1/2016 \ DESIGNED: TL \ \ \ DRAWN: TL i \�—�_��/ REVIEWED: TL �og No.: 16082023 SHEET C3 OF 7 SHEET EROSION AND SEDIMENT CONTROL NOTES AND MEASURES 1. GRADING WORK BETWEEN OCTOBER 1 AND APRIL 30 IS AT THE DISCRETION OF THE SAN CARLOS GRADING OFFICIAL. REFER TO CITY'S STANDARD GUIDELINES FOR ADDITIONAL CONDITIONS. Commun�ty De�elopment Departmen A. THE OWNER/OWNER'S CONTRACTOR, AGENT, AND/OR ENGINEER SHALL INSTALL AND MAINTAIN THROUGH OUT THE DURATION OF CONSTRUCTION AND UNTIL THE ESTABLISHMENT OF PERMANENT STABILIZATION AND SEDIMENT CONTROL WITHIN THE SAN MATEO COUNTY ROAD RIGHT OF WAY AND Planning Di�ision—Cuperti ANY PORTION OF THE SITE WHERE STORM WATER RUN-OFF IS DIRECTLY FALLING INTO THE SAN MATEO COUNTY ROAD RIGHT OF WAY BEST MANAGEMENT PRACTICES (BMPS) TO PREVENT �UPERTlNO APPR�VED CONSTRUCTION MATERIALS, EXCAVATED MATERIALS, WE USED MATERIALS, AND SEDIMENT, CAUSED BY EROSION FROM CONSTRUCTION ACTIVITIES ANCHORING THE STORM DRAIN SYSTEM, WATERWAYS, Ca$�.'# R-2016'S4 AND ROADWAY INFRASTRUCTURE. BMPS SHALL INCLUDE, BUT NOT TO BE LIMITED T0, THE GRAPHIC SCALE FOLLOWING PRACTICES APPLICABLE TO THE PUBLIC ROAD FACILITIES: TYP. 9 A�}�71EC�ti�l1 Numf��r�5,b o s ,o zo TYP. 8 C5 i. REDUCTION OF POLLUTANTS IN STORM WATER DISCHARGES FROM CONSTRUCTION SITE AND � C5 CONTRACTOR'S MATERIAL AND EQUIPMENT/STAGING AREAS. i . , / Appro�a I �a dy: Di rector 1 Staff (IN FEET) ii. PREVENTION OF TRACKING MUD, DIRT AND CONSTRUCTION MATERIALS ONTO PUBLIC ROAD 1 inch= l0 ft. RIGHT OF WAY. SR �'SR` SR SR SR �I�g�WSf�,g�SR SR Appra�a I Da�e 04/12/17 III. PREVENTION OF DISCHARGE OF WATER RUNOFF DURING DRY AND WET WEATHER o CONDITIONS ONTO PUBLIC ROAD RIGHT OF WAY. � � � � r��— _ - - - — � — - - - - - - - - - — — �� 5igna�ure Beth Ebben B. THE OWNER/OWNER'S CONTRACTOR, AGENT, AND/OR ENGINEER SHALL ENSURE THAT ALL c�n �--� ^ TEMPORARY CONSTRUCTION FACILITIES, INCLUDING BUT NOT LIMITED TO CONSTRUCTION MATERIALS, o i� - - � �- - / ` � Case MaEiager HAZARDOUS AND NON-HAZARDOUS MATERIAL STORAGE EQUIPMENT TOOLS PORTABLE l DELIVERIES, , , , �� - - - - - � l —`— � — TOILETS, CONCRETE WASHOUT, GARBAGE CONTAINERS, LAY DOWN YARDS, SECONDARY 9 TYP. I 4 �-' oo ` � CONTAINMENT AREAS, ETC. ARE LOCATED OUTSIDE THE SAN MATEO COUNTY ROAD RIGHT OF WAY C5 0o O AND ANY PORTION OF THIS SITE WHERE STORM WATER RUN-OFF IS CORRECTLY FOLLOWING INTO � I ^i` oo O THE SAN MATEO COUNTY ROAD RIGHT OF WAY. a / I OO o o ^ � 2. THE FACILITIES SHOWN ON THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT ��I/ �� OO O �` DURING THE RAINY SEASON, OCTOBER 1 TO APRIL 30. FACILITIES ARE TO BE OPERABLE PRIOR TO � I O OCTOBER 1 OF ANY YEAR. GRADING OPERATIONS DURING THE RAINY SEASON, WHICH LEAVE � I O l DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL MEASURES IMMEDIATELY O TYP. 8 FOLLOWING GRADING ON THE SLOPES. i �c�i� I -��`< - \� O �� C5 3. THIS PLAN COVERS ONLY THE FIRST WINTER FOLLOWING GRADING WITH ASSUMED SITE I I \ O � CONDITIONS AS SHOWN ON THE EROSION CONTROL PLAN. PRIOR TO SEPTEMBER 15, THE I COMPLETION OF SITE IMPROVEMENT SHALL BE EVALUATED AND REVISIONS MADE TO THIS PLAN AS = I +5��z' �O NECESSARY WITH THE APPROVAL OF THE CITY ENGINEER. � 5� �� /' � � 4. IF HYDROSEEDING IS NOT USED, THEN OTHER METHODS SHALL BE IMPLEMENTED, SUCH AS z � I y EROSION CONTROL BLANKETS, OR A THREE-STEP APPLICATION OF: 1) SEED, MULCH, FERTILIZER 2) a � W� I ��.5 BLOWN STRAW 3) TACKIFIER AND MULCH. CONTACT CITY OF SAN CARLOS FOR APPROVED SEED MIX. J � r �I I I `t� UTILIZE EROSION FABRIC ON DISTURBED SLOPES GREATER THAN 2:1. � � � �� • ��s 5. DURING WINTER MONTHS, ALL DISTURBED SLOPES GREATER THAN 2:1 SHALL HAVE MANDATORY J � � � CJ EROSION CONTROL FABRIC. � Z I � � GARAGE � � 0 a I _ 6. INLET PROTECTION SHALL BE INSTALLED AT OPEN INLETS TO PREVENT SEDIMENT FORM n/ U � \� / �� ENTERING THE STORM DRAIN SYSTEM. INLETS NOT USED IN CONJUNCTION WITH EROSION CONTROL LL U � � \ �� m ARE TO BE BLOCKED TO PREVENT ENTRY OF SEDIMENT. � � 8 TYP. 7 O C5 Ic�i� I HO04.0 �F 5r `� 7. THIS EROSION AND SEDIMENT CONTROL PLAN MAY NOT COVER ALL THE SITUATIONS THAT MAY L — � I � � ARISE DURING CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS. VARIATIONS AND ADDITIONS � ��/ � z I �� -, � �ud�� n MAY BE MADE TO THIS PLAN IN THE FIELD. NOTIFY THE CITY REPRESENTATIVE OF ANY FIELD U LL _ 9 TYP. I OO �� cn i EXISTIN� CHANGES. U � � N C5 �'� ,� �� RESIDEI�'' 8. THIS PLAN IS INTENDED TO BE USED FOR INTERIM EROSION AND SEDIMENT CONTROL ONLY z �.�_ �� L I O i � � - � I �"` O \ I�� AND IS NOT TO BE USED FOR FINAL ELEVATIONS OR PERMANENT IMPROVEMENTS OF FUTURE O � W � V �� CONSTRUCTION. f�1 ` I O �o FF=S�� ,� �., � � LL 1 c �� 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING EROSION AND SEDIMENT CONTROL O ` I � I O / � PRIOR, DURING, AND AFTER STORM EVENTS. O (V � SR O j� �'�, \�\ 10. REASONABLE CARE SHALL BE TAKEN WHEN HAULING ANY EARTH, SAND, GRAVEL, STONE, � � OO �� \� ';,GE � � DEBRIS, PAPER OR ANY OTHER SUBSTANCE OVER ANY PUBLIC STREET, ALLEY OR OTHER PUBLIC W � � SR OO � � r' 3==503 0�' PLACE. SHOULD ANY BLOW, SPILL, OR TRACK OVER AND UPON SAID PUBLIC OR ADJACENT PRIVATE � --�._ I � OO �\�, � PROPERTY, IMMEDIATE REMEDY SHALL OCCUR. , �SR O � 11. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE. \�R \ O � � GRAVEL STABILIZED 9 12. DURING THE RAINY SEASON, ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL � O Sp? �� ENTRANCE EXIT C5 AND DEBRIS. THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO � SR OO O ANY STORM DRAINAGE SYSTEMS, INCLUDING EXISTING DRAINAGE SWALES AND WATER COURSES. � ��O O 13. DEMOLITION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND 8 TYP. \ SR oO O �—� WATER POLLUTION WILL BE MINIMIZED. STATE AND LOCAL LAWS CONCERNING POLLUTION ABATEMENT C5 � OO O �� SHALL BE COMPLIED WITH. M��.� OO 14. CONTRACTORS SHALL PROVIDE DUST CONTROL AS REQUIRED BY THE APPROPRIATE FEDERAL, `�~�� STATE, AND LOCAL AGENCY REQUIREMENTS. i ��•�\ , \ 15. WITH THE APPROVAL OF THE CITY INSPECTOR, EROSION AND SEDIMENT CONTROLS MAYBE �TING � F � __ __ REMOVED AFTER AREAS ABOVE THEM HAVE BEEN STABILIZED. � �\� _ s � `� � DENCE �i�� MAINTENANCE NOTES � 0 � � U , c n� �/ � 1. MAINTENANCE IS TO BE PERFORMED AS FOLLOWS: ti Q N � \SR � �� 8 C R A I G C 0 U R T A.REPAIR DAMAGES CAUSED BY SOIL EROSION OR CONSTRUCTION AT THE END OF EACH � W � � a � �/ C 5 W O R K I N G D A Y. � � j U � � B.SWALES SHALL BE INSPECTED PERIODICALLY AND MAINTAINED AS NEEDED. � � �p w� � z � S� \� � C.SEDIMENT TRAPS, BERMS, AND SWALES ARE TO BE INSPECTED AFTER EACH STORM AND � W z N � � v M1�` � R E P A I R S M A D E A S N E E D E D. _ � w � z � �� 8 D.SEDIMENT SHALL BE REMOVED AND SEDIMENT TRAPS RESTORED TO ITS ORIGINAL DIMENSIONS � U � N � I C5 WHEN SEDIMENT HAS ACCUMULATED TO A DEPTH OF ONE FOOT. r � E.SEDIMENT REMOVED FROM TRAP SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A PG � MANNER THAT IT WILL NOT ERODE. o�OFESSIpN,� — •— — — — — �F,�HANG y,D F,yc� F.RILLS AND GULLIES MUST BE REPAIRED. ��,�.� ti�y I RIM EL=500._ `� � � � �,�„�„, DEMOLITION NOTES: / � 4" VCP(IN) �� 1. THE EXISTING BUILDING TO BE REMOVED. � �� I INV 494.45 / S� ` Exp.12 31 , L'��- 2. LOCATE AND MARK ALL UNDERGROUND UTILITIES. THE UTILITIES SHALL BE TREATED AS sT CIVI� ��P 10"VCP (OUT) � BASIS OF BEARin� 9T oR IINV-494.30' � FOLLOWS: F oF CP�-�F � � � WATER SERVICE / < � �� A. EXISTING WATER SHALL BE CAPPED AND REMOVED IF NECESSARY FOR NEW CONSTRUCTION. SCALE GAS SERVICE VERTICAL: 1"=AS SHOWN � A. GAS LINE SHALL BE PROTECTED IN PLACE. HORIZONTAL:1"-AS SHOWN \ \ �� ATE: 9/1/2016 LE G E N D DESIGNED: TL . \ ^ ` DRAWN: TL \ � / = TREE PROTECTION C5 / REVIEWED: TL \�—�——' EROSION CONTROL POINT OF CONTACT: `./ NAME:_CHIN HANG WONG__ g ------- SR = STRAW ROLL JOB NO.: 16082023 TITLE/QUALIFICATION:PE, QSD_______ C5 PHONE:L5� 931-2514 9 SHEET ---------- PHONE:______________________ = GRAVEL STABILIZED ENTRANCE C5 C'T E-MAIL:�reen=enc�C�?hotmail_com_____ OF 7 SHEET Commun�ty De�elopment Department PAVEMENT Plannin Di�ision—Cu e�ll�l� PER GEOTECH g p 6" a 6» �UPERTlNO APPR�VED POP UP21DRAINA OLYO�ITTER a � a Q ^ �a$�.'# R-2016'S4 WITH U.V. INHIBITOR � 12 x12 CAST IRON RAINWATER LEADER d a ��''� Appl�C�tio�ti Numt�er�5} GRATE IN BLACK COLOR COMPACTED 4 ��z � `�`� (BOLT DOWN) TOPSOIL Q � ° � �°°`" Appro�a I �ady: Director 1 StafF _ _ _ _ STRUCTURAL a P-6 OR P-8 DURA DRAIN I—III—I —III—III—III—III 8" 0 R 6" I N LET TO P -I I I—I I I—I I I—I I I—I I I =I I I=I I I—I I I=I I I=I I I=I I I— BACKFILL PER w Appra�a I Da�e 04/12/17 PIPE RISER i_ �i—�— - - _—i i i � RECOMENDATION � a III—III—III—III—I CONCRETE PAD Q a �I—I I I—I I I—I I I—I I I z � 2 MIN. O F G E O T E C H N I C A L � L U B E G A S K E T A N D P I P E-S E T � ENGINEER �Igrla�l,.�r� Beth Ebben n TOP TO GRADE AND ORIENT ��I I��II I I I I II I I I I II I I I I II �n W LANDSCAPE AREA 1 0 T N L I N E G R A T E T O M A T C H S U R F A C E �—��—��—�� o 2� N� C�J �d�5��8[l��l � MIN. z a SEE GRAD G PLAN IMPROVEMENTS. 4" SD PIPE o� FOR SLOPE & /�\/�/� BEDDING MATERIAL �� w Q INVERT ELEVATION NDS 1/4 BEND � � S=0.01 � �\�/��/�\��/��/�� PER RECOMMENDATION __// � ` 00� PVC TEE OR ELBOW STORM DRAIN ELBOW � � � o \� OF GEOTECHNICAL � �:.. _ � �v o �� ENGINEER � /. TYPE #A , Qv v ��i\// e- • - \�j\�/ �� \� - � VAR. MIN. 4" r7 �o � a -� �� o _�/ 6" PIPE O.D. 6" 1/4" LEACH HOLE CRUSHED STONE � DRYWELL NOTE: BEDDING 8c STRUCTURAL MATERIALS PER GEOTECH RECOMMENDATIONS CONCRETE SPLASH PAD , TRENCH DETAIL 2 AREA DRAIN 3 POP UP EMITTER 4 N.T.S. C5 N.T.S. C5 N.T.S. N.T.S. C5 � � r r L.L � � � z 1 �" SQ WIDTH � � � DRAIN BOX WITH VEGETATED AREA w O � � 12" SQUARE GRATE (NATIVE BACKFILL) PAVERS TO BE ARRANGED U �� REINFORCED CONCRETE FLUSH IN A 45° ANGLE ALONG W '^ U �� i�� i �� ii �� THE DRIVEWAY = U _ i�i��i�i�i�i�� i�i �� i � i i �� EDGE RESTRAINT W/ 4#5 BARS CONT. �^ O v� Q 4.0' 3�� O EDGE OF PAVEMENT WITH J � Z Q PERFORATED o� O�O O 3/4" EXPANSION JOINT W/ BACKER U � N oo ASPHALT SLOPED PER � PIPE � �o � � � � C ROCK GRADING PLAN ROD AND SELF - LEVELING �/ 0 o g SEALANT AS REQUIRED � � LL °�° � �.�..� o�o�o�� o��o�o�o�o�o�o�000000000o w /��—�� O � o `�� ` a 3 1/8"ASTM PERMEABLE PAVERS WITH 3/8" GAPS 0 > 3/4" w PVC CAP GEO-TEXTILE • • 2»ASTM N0.8 CRUSHED AGGREGATE BEDDING (V � ROCK Q CROSS (TYP.) FABRIC, TO � ° 4"ASTM N0.57 3/8" BASE � ENCLOSE ALL . DRAIN ROCK � � 8"ASTM N0.2 3/4" SUB BASE N U -- 0 o N SECTION A-A �I I I 0 0 0 0 #5 CONTINOUS „ NOTERM 0 BBE PLAC DA WITHIN THE NOTES: REBAR(TYP.) 4 PERFORATED PIPE LIMITS OF PERMEABLE PAVEMENT. z EXTEND MEMBRANE MINIMUM 12" ON 1. REFER TO C2-GRADING AND DRAINAGE PLAN FOR GRAVEL � COMPACTED SUBGRADE TO 95% RC ALL SIDES BED LOCATION. COMPACTED � PLAN VIEW SUBGRADE 18�� #5 BAR C� EXPANSION JOINT 2. WATER RETENTION CAPACITY OF BED IS LIMITED TO 40% (20' O.C. MAX), SLEEVE ONE END. OF TOTAL BED VOLUME. ti � DRYWELL DETAIL 5 PERMEABLE PAVEMENT SECTION 6 �, � � o � N.T.S. C5 N.T.S. C5 � � � � a � � 0 w U � U� QO � zz � � � u; N Q '� Z W � ��--�� w � Z LEGEND / \ �� \ � � o Q C� N (n � 1 1. SEE TREE � � PROTECTION AND j \ 2 REMOVAL PLAN FOR 1 � WOOD STAKE 1"x2"AT 3' �� N� ADDITIONAL TREE � �O3 NOTE: SPACING, ALTERNATING ��'��oF��o�o��,� PROTECTION MEASURES. � � FRONT & BACK OF ROLL. c,v �'� � 4 FIBER ROLLS SHALL BE * �j� * 2. TREE DRIP LINE. \ / PLACED �� IN LOCATIONS SHOWN ON 2 Exp.12 31 , 3. STEEL T-POST. 6' � P�N �' ��P O.C. MAX. DRIVE POST � � TEMPORARY FIBER ROLL 9�j `r�'qT CIVI� oR 5 AND UPSTREAM OF EXISTING OR APPROVED EQUAL � F OF CP�-�F INTO UNDISTURBED \`---��/ DRAIN INLETS. SOIL, AVOIDING MAJOR PLAN z SEDIMENTATION CONTROL � DEVICES. DO NOT ROOTS AS MUCH AS SUBSTITUTE HAY BALES. 6"THICK MIN POSSIBLE. F=_ a' MAINTAIN AND LEAVE IN � SCALE °j' PLACE UNTIL CONSTRUCTION 4. CHAIN LINK � � IS COMPLETED, THEN FENCING, 6' TALL. �� \ v - � REMOVE. 3"TO 4" FRACTURED VERTICAL: 1"=AS SHOWN � STONE AGGREGATE 5. EXTEND FENCING / 2 X OVER GEOTEXTILE FABRIC 1� �� HORIZONTAL:1"=AS SHOWN 50% BEYOND DRIPLINE ` I` � Q OF SIGNIFICANT MATURE ` � SPECIMEN TREES o � PROVIDE STABILIZATION MAT DATE: 9/1/2016 UNDER ROCK WHERE POSSIBLE, �O3 DESIGNED: TL UNLESS OTHERWISE SHOWN ON PLAN. C° 4 DRAWN: TL N� UNDISTURBED SOIL REVIEWED: TL � ELEVATION JOB NO.: 16082023 SHEET TREE PROTECTION FENCING � STRAW ROLL 8 STABILIZED ENTRANCEWAY g C�J N.T.S. C5 N.T.S. C5 N.T.S. oF 7 SHEET �� CUPERTIN� S�NI TARY D15TRIC� ��j CUPERTIN� SAI'JI T,��Y DISTRICT ��j CUP�RT1111D S�I�II TARY DISTRICT � �_� � _ Y;,__�,, _ �_ J DkSTANCE FRQM P� �omrnunit e� lo ment De�artment 5��,Ax ,J ,. ,-,',ir_� LINE TO BE AS CI_; :' Y p � � � �� PRACTIGAL AND N �i❑ ; cr�ou�vo � � �xc��o F�vE t5� Plannin Di isivn-Cup�r�tina i' -...::�l;;?AVINC � - i .,�.- 5aW C�� - � - �i'.I.;: �' � oa D CLE �CUPER7lN4 APPR�VED �� , 4 -- - - - �. �BEDE71�1�:vi��-i-;l;'.�,':=F< '�:��_> >:�`.�.;.�';',�: PUCL!C RIGHT 0� �VAY TAN R AN�UT � 12"t�in� SPECIFICAT�fl�,�: 4 + '' xz I REMOVABLE��`�l#PLI��-2016'S � � f. a- 5ET CLEAN-OUF LID ` U`.;I N:''li':''_Ci-,:�;Il.i. �= -� � DN TOP OF BRICKS � REMdVEABI_H 7 �fN UNPAVEC7 r,�:`-!-., ,j�/�- COMPACTED TO 90�MINIMU�1.IN �Av��, App ic�tio�Numher(s} I sEE NOTE ' - -Y� ----- AREA,U5E C�ASS 2 AGGREGATE BAS� I FINISH GRADE� ci_EanouT P�uG (3/4"MAX�MUM GRADATION)COMPACTEC , _ � , .��, i ��w. s5�RC i 6 TO 95�MINIMUM.If REQLfIRED BY LOC�.i � , ,�,� . � �SE7 C��AN-OU��-} r..� �I��'W.�:��r� tor I Staff 3 ; � � Mir�80%RC SGURRY MIX CONCERETE BACKEL LU�ATIVE��l � 5EE NOTE 2 aN l�E�A1L� � � RECORD RECOMMENDATiON IAND FIA��R"��'�I--: I ' �BRICKS TO BE�. ', �f�],�,��L�a�� 04/12/1 4.5�MIN COVER ` � BY THE dISTRICT ENGINEER. WYE �OR R15ER �'` �� APPRQVED BY -------- � vn�i�s 2 _CLEA�lQUT R15E �1PE. }� �3 CLASS 2 AGGREGATE BASE,3�4��Ir`,;x, PVC SDF2 26 OF��"�'�}�)ll�r�QUALBeth Eb�en p151RICT ENGINEER} r� SRICKS T�BE Lk:D RADIAL-Y � I SHQRT LEf�GTH �4"ASPHALT CONCRETE OR M�^•1'�'= -�':_iliv�'; �� M��1� I � -1/8�� BEND �- HQUSE LATERI�L Cd5 Mai�ager CLEANQuT RISER P[PE.� � O DEP7H WHICFi�VER 15 GREA7E�. A�APTOR C�L1PL1�1� �" PVC SdR 26 DR APPRQVEp , o.". M..�t s"� EQUAL �_ Q5 APPLY TACK C�AT D1V SAW C.!-I �-C';;�'-, _ �15510N CLAY CR �2"MIN PER SECTION 94 OF S�fATE SPEC:-i�;;;'-.ii_�;�:, _ FLOW �/8�En�o F�R�vCo � - _.�'...`' �-- ��SHEAfi-RIIVG'� Q �}� PiPE �TOPSDIL- MATCH EXISTING 4 MI �c,�;�a`J`��-""-L'�� "ARC SHIELOE�"CR MINIMUM 9Q%RC(NATIVE MATER��.._; 6" �" ��, APPRdVE��C�U�I. vARiEs '� IMI� MI:� ----PER CUSD 5 i Ai�CARD SP�C:1=1C:A I IONS ��aR vcP Q � v o ('rYP} (;;^�,,�'J',�' `;r":'-=. P.AP��-�',; -:�;I li;�::� �` I � �ti STREET LATERAL SEWER � PiPE oo+r2"��r� + v v v o 24"MAx �"•9�l TQ MAIN ------ --- - -------- i � � EKISTING LATERA--^- �5°WYE � -HOUSE LAT�RAL - [�' I�IOTES: S=2%(!�IN) CUT E7(ISTING LATERAL A�D Fi"MiN fi"MI� '?"MAx 17"��IP,x 1. Z%MII�IMUI/l PIPE SLOPE !YP. INSTALL DIVE-WAY CLEAM1[-�lJ-. � � PVC SDR 35 FITTING QR APPROVEa - MIS510N CLAY OR�ERNCfl EQUAL. 2. LATERAL SEWER CLEAN�U7 TC BE SAM� SIZE A5 LATER.AL SE��ER. � "S��nR-R�h��""ARC SHIELDED" _`J�i I�.`_;:. pR APPROVED EQUAL(TYP) FOR BACKFlLL AN�BE��IHG REOUIREMENTS, 3. AT L.EAST 6-INCI-' CLEA�ANCE �ETWEEN VaLVE CAP ANQ I�ISICE sEE oET,4i�� RELA'l IV�CCitJ�NAi;I IC��V (KC) ShA�L iJ��AN 5. �x15 fING/�i:F'�1V�`v1EN 1 SHALL c� NqTE: i::(�MPAGTI�N AS�ETERMINED BY REPLACED TO THE EDGE dF PAVE�:-1;i OF BOX. � �.ALIFORNIA COMPACTION TEST M�THDQ WHEN �THE EDGE 0�7HE 7REI�ECH I`,�_� � �r� � 1. ALL NEW PIPING SHALL BE PVC 56R 26,❑R APPRDVED Eql1AL UNLE55 OTHERWISE NOTED. i.;R BY A5TEv1 METHODS. OR LESS FROM THE E�GE OF PA`�'!-:':',-�';i. . CONNECT HOUSE L/1TER,qL �O EXISIING �TF�r�T LIaI�RAL tiNIIH MIS510N 2. ALL CLEAN-OU7 BOXES SHALL 8E CHRI5TY CnNCRETE PRODUC�S MANlJFA,CTURED � � C�AY dR F��RI�{Cd ��SHEAR--RING��, ��ARC SNIEL�ED�� R APPRDVEd gY�LQCASTLE PRECAST,iNC.WITH THE FgLLdWfNG M��EL NUMBERS: ^' � o :. �SPHALT CaNGRETE TD BE NMA(TYPE A} 6. Wla7H D�'7HE aF'�N TRENCH WHE�� EQUAL (TYP� 4"RISER 5"R�SER �r �2"MAX AGGREGATE PER SECTIOIV 39 INSTALLING THE MAIN LINE SHALL � �� =�STA7E 57AN[7ARD SPECIFICA7I�NS. TYPECALLY BE TWECE THE pIAMETER- - 5. a. CON7AC7 DISTRICT OF�F�kC� �OR �A7ERALlCLEAN�UT LOCA7IC� NON-TRAFFIC TRAFFIC NON-TRAFFiC TRAFFIC � � PIPE BUT NaT L�SS THAh�24". BOX FOS G�5T F48 G48T AT (408}253-7071. w � _ ,^,I_L BACKFILL SHALL 8E PLACED AND �, THIS DETAiL DESCRIBES THE MINIMIJti' �i� Fo8C GoSCT FaaC Ga5CT COMPAGTED IN 6' MAXIMUM LIFTS. ' b. NOTIFY D15TRiC7 INSPECTOR 48 HOURS PRf4R TO C0�15TRUCTI6N. w � '` REC}UIREMENTS FflR CUPERTINO SAVI:'.''.'*.' 3. LIDS SHALL BE MARKE6"SEWER" U CLASS 2 AGGREGATE BASE PER SECTION QISTRICT dN�Y. AL�I.�CAL ANI7 CO��`ti i C. C�NTACT DISTRICT INSPECTOR FOR VISUAL INSPECTION PRI�FS 4. 5TANlP OR Gi�IND FACE 4F CURB WITH"S"WHERE LATERAL PAS5E5 UNC�R CURB,1F NgT � �6 AfVD A5P1-IALT CONCRETE�H�v1A�PEf2 STANDP•.�'' �,�',-r•��-r�;.�lii�:I��i."..:"1 r�!__;�: TO BACKFILLING FOR FiNAL APPRDVAL. PRESErrr. _ �ECTIQN 39 CF 7Hf 5TA?E 5TA!VD11R7 �E�n� Ci. FIUAL INSPECTIOI�{ co�vs�sTs o� c�asE� CIRCIJIT VIDE�IEVSFECTION 5. '/8 BEN�MA`'BE PART flF�5°WYE IF.4PPROVED BY CITY. �/1 � O `.�PECIFICATIO�`_=,;'•,.IvCi �I��`�,;��i �',',.'•.,J^•,I-;� vJ ��EciFica,Taor<,, �F POINT OF CONNECTfO�I AND LOWER LAT�RAL TO CONFIf�M J N z D�BRIS HAVE NOT ENTERED. LL F��E Na. STANDARD TRENCH ❑ErAi��2 Fi�E"°. STANDARD PR�PER � FIL�No, SEWER LATERAL CLEAN-OUT INSTALLATIOiJ ON EXESTING SEWER LATERAL o�rai�g a � � SP-248 � _ T I L I N E C�E A N�U T DETAIL�2 5P-248 /�/ s�-2a� � � LL DR.BY: QATE: CK.8Y: DA7�: �� - -- aR.BY: DATE: CK.BY: DATE: �� TN 06/Q1/14 JC 06/03/14 APPROVE6.BY:�r(fi�-� ❑A�E:06/04/14- D R.B Y: QA T E: C K.B Y: DA T E: l � TN 06/01/14 JC 6fi/63/14 APPRDVE�.BY: rC/�� DATE:06/fl4/14 � � � �� TN D6/01/14 JC ❑6/03/14 I APPROVED-BY: �� pATE:�6/D4 f 14 �� (� � - � O � CUPERTINO SANITARY DISTRICT DETAIL , CUPERTINO SANITARY DISTRICT DETAIL 2 CUPERTINO SANITARY DISTRICT DETAIL 3 N v N.T.S. C6 N.T.S. C6 N.T.S. ��j CUPER TI N� S,�NI TA R Y DI S TRI C T �, CUPER TII11 D S,�I�II TA R Y DI S TRI C� CIJPERTIN�SANITARY❑ISTRICT SANITARY SEINER NC]TE5 12, Fhe De�elvper and General Contraetor shall be responsible for the prevention of constructiRn debris entering the existing sanitary sewer system due to the construction activities associated wifh this 1. All work shall be constructed in accarda�ce with ihese plans,the current Cupertino 5anitary District project and the Developer and Contractor shall pay all costs associated with the reiease af 5tandard 5pecifications �nd Consfruction Det�lls, �nd be installed in accordance with �onstruction debris inta the existing sanitary sewer system due to the oonstruatian acti�ities Manufacturers'requirements and specifications. assaciated with this praject, �. All w�ork shall comply with all current locai,state and federal requirements. 13. The De�eloper and General Contractor shall be responsible for the prevention vf a sewage spill associated the Cantractars activities and shall pay all costs asso�iated with the release af sewage 3. All excavation,backfill,and pavement sectian within street right-af-way shall be cfone in accordanc� inta surFace drainage system and dawnstream surface waters. with the requirements of the Engineer of the Public Agency�a�ing jurisdiction and District 5tandard Specifications and Details. In case of cor�fJict betw�en Public Ageney and District, A��?�CT'� 1�. Utility Natificatian: U requirernents shall take precedence. a. Underground Service Alert 800-227-2fi00 � � 4. Agency`s Encroachment Permits shall be obtained and a capy shall be an the job during b. Storm prains-City � � �U � constructian. � � o � c Sanitary Sewers-Cupertino Sanitary District � Q c� � 5. Fill material shall E�e compacted ta a min�mum of two and one half(2.5)teet abave the#op of pipe w � � � elevation b y methvds that will nat dama ge the p'�pe or two(2}slur ry mix.Fill material must attain a 14. Contractor shall pathol�and verify location and depth af afl existing utilities crassing ner,v sew�er W 0 w U rt�ain or latera�co►�struction. � � _ � minimum af ninety five peroent(95%)relative compaction in pavement areas in accordanr,e with the � �Q � State of California Standard Specifications. 15. Afl Sanitary Sewer Pipes shal[be PVC-SDR26 0�approved equal,unless vtherwise specified hy the C� � w Distriet Engine�r. � w z ~ 6. The❑istrict Encaineer shall be notiiied two[2�workinc�davs in ad�an�e of startin�construction, � W � N Q 2�863 5tevens Creefc BQukeWard,Suite 100,Gupertino,CA 95014(408)253-7071.At that time, 16. Rccess for pedestrians and vehicles shall be provided at aE!times unless approved in writing by the � w w � traffic plans,encraachment permits and the sewer diversian�lans shall be submitted to the�istrict District Engineer. � � � o Q Engineer.Sewer diversion�lans shall include sewage bypass and emergency plans.Work shall not C� � N � 1�. Sanitary Sewer Manhales,Flushing Inleis and Cleanouts sha!!be marked with"SANITARY"or begin un ti l t he Dis tri c t Engineer has pro�i de d wr i t ten accep tance o f t hes�p lans. "SANITARY SEW�R". 7. One�1}sanitary sewer lateral shall be installed for each lot,residential unit or building w�th a clean- 18. At the DeveloperlGeneral Contractor's expense,Cfosed Circuit Vide❑Inspection vf mains,latecals out, Location of lateral and property corners to be staked in field at the same time the sewer main and property line clean-outs is required.Wher�#he use of an existing latefal is proposed,an �OFESSIpN is staKed far canstructian,Laterals shall not be laid on less than tw�percent t2°k}grade and shall �,o HaNc �F acfditional�ideo inspection is required priar to construction to verify that it meets the current�is#rict �� o�y�, have a rr�inimurr�cv�er of four and one haff(�.5}feet at pro�erty Eine or edge af sanitary sewer Standards. �c,'Z'� •,, �c�� easement_Laterals shall be deeper than four ar�d one half(A.5�feet vvhe�directed by District � 1 � Engineer. Laterals shall not be extended beyand the street right-of-way[ine or sanitary sewer ,qppro�al of fhese plans by Cupertino 5anitary District does not relieve the ae�eloperlGeneral Cvntractor easement line until the ma�n has heen tested.La#eral sewers canstructed outside of the public of the responsibility for the correctian of mistakes, errors, or amissions. If, duri�g the caurse of * Exp.12 31 * street or Cupertino Sanitary District Easement shall be construcfed in accordanoe with the canstruction a�the sani#ary sewers the publi�interest requires a modification af,or a departure from the sT CIVI� ��P requirernents of,ancE sha11 be inspected by the City Building Departmenk. District 5peeifications andlor Details,the District Engineer shall ha�e the authority tv require such qTF ��F°R modificativns or de arture and tv s eeif the manner in which the modifi�atians or de arture is to be �F CP 8. Existing laterals ta be abandvned(vr nat used)shall be removed to the wye,capped and concrete P p Y P collar minimum of 6"all around. dane. 9. The Contractvr perforrtting work on the sanitary sev+rers shall be required to register with the Distri�t SCALE and pro�ide insurance as specified in 5ec#ions 1.39 and 1,�0 of the District's Standard Specifieatians. 10. The aevelvper a�d General Contractor shall be responsibfie fvr prvtection vf all existir�g VERTICAL: 1"=AS SHOWN impro�ements ineluding existing sanitary sewer facilities that are to remain and if damaged during HORIZONTAL:1"=AS SHOWN constructivn of the prvpvsed improvemen#s,shal!be repaired ta the satisfaction af the Cupertina 5anitary Distriet and other affected agencies. �ATE: 9/1/2016 11. Ghannels qf�!I Distriet m�nhole5 withit�the carsstruction area shall be prptectec!by piywavd co�ers, placed in the manhv[es and manhole castings shall be adjust�d ta final grade in accardanc�with DESIGNED: TL the 5tandard Speeificatians of the Cupertino Sanitary District ar as directed by the DistriGt Engineer. DRAWN: TL REVIEWED: TL F1LE Na. 12A FILE NQ. 128 SP-248 SANITARY SEWER NOTES oETA'��Z sP-24s SANITARY SEINER N�TES oErA'��Z .1oBNo.: 16082023 DR.BY: DATE: CK.6Y: DA7E; � �� DR.BY: �ATE: I CK.BY: DA7E: �� SHEET TN fl6f01/14 JC 06/�3/14 APPROVEd.BY: Y�/C,r� DATE:Ofi/04f14 TN O6/Ol/14 JC 06/�3f14 APPROVE�.BY: rC/[.�� QATE:Q6/Q4/14 L�� J CUPERTINO SANITARY DISTRICT DETAIL 4 CUPERTINO SANITARY DISTRICT DETAIL 5 C6 N.T.S. C6 N.T.S. C6 oF 7 SHEET Gommunity De�elopment Department Planning Division—�upertina � In the Santa Clara Valley,siarm drains flow General Landsca �� nnn r� directl to our focal creeks,and on to San GoorfNouSekeeprngPracnces � � E�rth-1 V IVV�1 1� D ewateri n g H e a v y Y C on stru cti o n J ❑esigreteanearea ofthesi�e ta autoGa�ung �a se# R9��'66��4��u��Q� E u i m e n t Francisco Bay,with na treatment. ,�hiclerefue�r�andreut�eequ3p��ent �ardening, rom an �a�y��4�11 �n} q p nrair�Ses�anoe Tl�edes�naledareashouldbev.�u �Nfllcll��i�1 b r(SJ Al.i`I V�LI�t7 �peratio ns Q e r a ti o n Storm water pollution is a serious problem for and Site a+�ray(roms�rea��sorstormdrau,�nlefs.hFrmed�f Swimming P �� wildlife de{7endent an our waterways and for necessary Makemaprrepavsot�ste a nd Pool �anylandscapingacliuities�x�ose 5o��d the eo le who live near olluted sY3'eams or � � '� Ta reventoAsltetrackl otdirt.pro�ntle �n re e 1he1 elihoodtnat earlhand arde P P � uperv�sian P ��. r�W��_ � ��g,,,�',�a s to rm w a te r P o�Eu tio n baylands. errirancesv�+th�a�i�d re esurfaoes Or n v OF in 5 u ��ad��a�E� Maint�nanc�'pp irnga�no��„�'�� 5torm Drain Pollution Sto�m Drain Polfution irom H ea�y Equ ipm en t on ProgermaRagementvfCORStruCtiqri51te5 5[ormDrafnPafl�t3onfrom L.11( rreeerialsoutoftherain- event�uao� Sw�mminypuolwa�erconta�r�r�gci,b��,eand �p � C o nstru ctio n S ites teduces pallutiort significanYly. CanstructionAcSivities coMamn��onatthesaurce��eX��p� �G=� '�'� qae�,�q�y ,�,Ar'� ,.�6r�FE from Eart�-Mo�ing Activities From Dewate rin A�ctivities Z cFsalor c�ns[iucGon materrals vMlh plasiic Candscaping/Garden Maintenancca p p ra��Cl�g�ka��rm dl�i��715��t��1,�als a re � P o o rl y m a in ta in e d v e h ic le s a n d h e a v y p This sheet summarizes the"Best Mana ement Consirumonsdesarecorrrrzonsourcesofstortn equiprnent that leafc tuei.o��.anc�ireeze o r � g slieeiinya leir}xrary ivv(s Befure il�airraswee� [px�c lo aq�Eatic life. Practiees��(BMPs}forstorm waterpo[lution �1E'polution.Maierr�Lsandwastesihal�towor ��-pygmaEenalsiransurfacesthatdrainto �Protectstockpiiesanc�andscap�ngm r;ais other tluids on the construction site are � wasn intoa s�am�ran gutier.or sti�t nave a from wind and rain b storm 7�em un SaF�exca�ation and grading operations loosen large n_i� Be sure to calf yaur eity's storm water inspectar �nm mvn sources of storm d�8�n p4ii�e�o� � re�ention. stom,dca�ns creeks.orehanne5 Y � i�na��;-��,--r� amounts of soil that can flow or blow inta storm U P dirac:mpa�tonlocala-�ksand[he8av tar sorsecure�alast�csheeun at 408-472-9907 befol'e disCharging water to a Prevent spiils and feaks ksy isolating � �Cor#aEnaH aitler,foodwra ers,bottlesarxi p 9 � � � ' rly.Sediments in runaff d�s a cantractar,pr sile superv95or,owner pr pp Panl/Fourrtain/Spa Main tenance e q u ip m e n 1 1ro m r u n o ff c h a n n e I s,a n d b y �U cans-�zcef�dCedtrashanurecyclmg�ns ran do storm drains.smother a uatic 1ife, and street,gutter,or storm drain. FiRration or dNersion p operaEorofasite.yourreyberesporsidefa ��,�yK,gte U Schedulegrad'�ngandexcavationprojects CaseManager � � watch�ng for Icaks and other maintenance durin dr weather DI'di�iiltgpoolsorspas ce5t�'D habitats in creeks and the Ba,Effective t�h�OUgh a basin, tank,and sedrnent trap may b8 proqlems Remove canstruction equ�pmer.t anyenvironmerta�d�nagecausedbyyau 9 Y Y Y subcontracrors a em to ees. '�c��+�P��,��Ps antloiher spiEls Whe r its time to drain a � practices reduce the amount of runoif re uired. R euse water for d us# contrv I,frr i aban or rro m th e 5�ie a 5 50 o r,a s p o 5 s�e ie p y sraol.sp2 or-quntain erosion contro! 4 9 mmr�3ataymtfwyanrm r.nntam,natesndcr ❑ Use lemporarycheck dams orc4iiches iv pfease de s�re 10 calime Gupert�no Sanrtary crossing a site andsfowtheflow with check dams or �nothef on-siEe purppse to Ihe greatest extent �R��AN CE�F grqund�n.�ter or lea�residue on patied s.irfaces dive tt runoff away from storm drams. Cl�edrycieanupmet�wren�er p�sl-Ae_If f7ish'irf h2ftxe}x��cfart fnriurlherguicance on r�ughened ground airfaces. possible. Si te P la n n in g a n d Pre ve n tive Ve lt icle � THE C1TY 4F CUPERTINO G�rreralPrincipfes ypuriustu5eu+raterLsejuslerioUgh�pk�epthe U Protectstortradrafnswithsandbags,gravel- flowraterestr�ctions.backTlowprevention,and Ma+Rienance ..1 Keep an orderly siteander�sure good cusiclot�n. filled 6ags,straw wattles,or cther sediment handing spec�a clean�ng waste isuch as ac�d .1 o esig n ate o n e a rea o+cn e ca�si.0 c��v�s��e w�i� p FQR STORM WATER P�LLUTi�N �`�'�PkPp�`��`�`"��`�"S� Go�,�,��s �uasn;DrscharceftowsshouEcbekep:totteelow away�,o�,srroam S o,sra�m d�,�,��e�5 Fo�3�<< l�Gover ard mairYain duripsters Place J M21f�81f12�k11FT12f1YQf0�2fIY. G�UR��IS{1f1�Yf00�SO�C�EYYSl�I1�2fp5tlf �eve�sta�picauypossib�ethroucnagardennose PCdCtrC85DUl717gCOlTSf!'[lCf1011 ar.tl eqi.�pm eniparhrrtg refuelmg antl�oat:ne PREVENTION&WATERCOURSE .� Goverma4enalsv�nthe drenot�lUse. f� ng �Re-vegetationisanex�ei�enifo�moferosion Hi herAowralesma be rohibiledb Incal Check forS�dimen�orToxie Pollu#ants ven�cie and=4��Rme��aintena.+oe co�� aS�c sheeii secuied ara.r�the putsidepf i�e 9 Y P S' y controlforan 51�@. �he area v�+ih 6ein�s sand bags ar othe� a �ernie,�erc�eanou�aaum�ster r.osi it V ordinan�e. � F2emove existing vegefa�on only when � Keep n�tenals awayfrom streets.storm � �D�` "� '" °""C:' PR�TE[;T�ON: d��nsa�aa��nage�r,��,�s cbwno�-itheccnsErucSiansite. LJ st�eaP;hCides.Ferlili7ers.an(lnther abso�ute�y necessary_ Plant ternao�ary ❑ Checkfarodors,discoloration,oran oi�y sheen � J Nererdischargepnvl otspawatertoa � nna��a�n�ii�onictoe ann nea�y eq�.,pr�,e�t .1b ❑Placepartahletoile4sawayfrom�ormd�a�ns. chemirals indoors or in a shed or storage street orstorm drain;dischargeto a vegetatiDn for erosion[ontrol on slopes or OR gf4Ufld WatBf. In sp eci I�equ eniiy ro�a�d�eA a,�ieaks � Chapter 9.1 v _l Ensuredust contrdwater doesntleavesile h�kesure portahleto�essare mgoodworkng cab�re[ where construdion is no[immedialely planned. Ofd5Ch8Y�)t65tO�t1ldrdlf7S ��erCEiECkfr?qu@nl faleaks, sanilarySCwefCleaRout. � Pqrfqrm majarmaintenance.repairjahs ana .4dvancePlannrngToPreverrlF'dlu[ran � ❑ ASk yQUf Clty inspector whether the „�,n��iE a�e eR�..un,e�•wasti,�rs�ir_,,;�,,.wner� l.!Use pesticides sparingly.accoPd�ng te � I!oss�ble.whe�ern t�n a oo�ar a.let � Protect downslo draina e cvurses, �.�g_{�� Discha intothestormdrain rahibited `]Sche��eexravationarod radn activities Matarials/WasieNandling P PY 9 P sP Pe 9 groundwater f11u5t b@ tested by 8 C2ftlfied c�earu�seas�er � p 9 g ensu�ctiohs on Ihe lahe R�nseer+pty cnionne dissipate for a rew nays an�v�en streams a nd stnrrn drains w�th wattles or Tt IS U[l�dlN�ll��Q C�USP_ aIIDW or permit to be ford weather eriods.Tcrec��ces�i 'J Practice5ource Recluction--mnimaevraste + laboratory J ii yo�m.�s`c�a��a�a repiace motoroii�atl�alor � p canta�ners.antl�ser�nsewaierasproducl. �Fr.yr_fP;.p��seWaterbyd.a�ning�t�rad�afly �ooia�i o cir+c��i��as n�s��e��tP�� s e. � + erosionp+ai�lternporaryvege4atcrnaplace wFienyouoraerma�erialsEsuma-.ecarefully. temporarydreinageswales.Usecheckdamsor rp Disposeotnnsed errp.ycanlamers�nihe ontoalandscapedarea. aroP ciocns co catchdr�ps and spilks Cviiect diseh�rgec�,anydiseharge not composed eritirel�of alhereros�onconi�Isbefarerainbeqms.Use ❑Recycleexcessmaterials whenevPrpes9hlp trasn Oispose�funusedpeslicidesas ditches to divert runoff aroured ex�avations. 0 Depending on the test resuits, you may�]e ,,,��e„,„�,as s�o•e,�seFa�are�o��a,�B�6 a�� t,e�rc�s,onarrds�dri,�tCor�2a'Manual suchasmncrete,aspha�i scrapmetal sdverns. RBfer#o the Re ional Water QuaIR Control re stormwatertothestormdrains stemartasarFac�waters awa,[sbfefrom�heR analWaterOual�t haza�douswaste ...1 Qanotusecopper•basedaigaecides. 9 Y alloW@d t4 diSChdrg�pUmpBd grDUndw�ter to p pe�ty aEspose as haiardo�sN'251BIfEC+/LIE Y � y degrease+s deareciv�iauon pa{�er�uck ar,� Contralal ewthchEor�neorother Board�s Erosiarr artd Sedrrner�t{:ontrol Freld w-�e��o�A055�b1c� Car�roEBaard_asamferance 9� the storm drain OR you may be required to or to an locatlan where it would cantact ar eventuall �]� tiehicle rr�ntenance mater�a�ssutli as usedal. L] In CuAerpno.residenSs with w�bsfdereeyelmg a�te�nat�ves.suctr as sodkurr bromide, Maniral for ro er erosion and secfiment control � n o�o:�sa tl ias ol e il eo lu E rie aea eq u�om e��t y y �I tontrdttneamou�rtdremaff�ross�rgyour amifreeze_batsenes.arsdtirea cancolle�y lawn garde�antltreetrim�iings�r p R diSC#large to tlle Sa[11tary SeWef of Co11eCt and parts o•clean ecu�pMent use ort�r wate�io� rn tra nsported to surface waters,i ncl udi ng flavd p�ai n areas, s�te{cs�ed�ir,,dwrg exc�at�onl}by usrg ..___...___.w �'`o��"�p- Filter Cleanrn meas�res hau l the water off-si te for tre atm ent an d ��r s��c�� +� .`''J''"'�'" � yarclwaste tnters.Yardwaste wfli be collected g � unless s eC1�1Ca�� calleci aut in the Muriici a!Re ional bermsortemporaruorpermanentdrairiags !J Disposeofallwas6es properly Materialsthat and caompnsTed by the city s contractors dispnsal at an approp riate treatment facility. � c o ver exp o seu fifen w heel hiecfi e s a�a�rne� � � y � � a�chestod+vertwaternavaraundthesite J Navercreana filterin the streetarneara .j Co�er stockpiles and excavated soil with � canrptberecycled�usibetakentoan Residentsargencoura edtocom sE a�•y o�3�easy ea�pme��a�•,ny�a�n e�e��s Permit as an exempt or mnditionally exempt disd�arge. ��eS�IX�„�te�tin�r��v�� aielarrJfilfa� asFdofas hazardous y 9 � s4orm drain.Rin=_e cariricge and secured tarps or plastic sheeYmt�. � �oP^ � ardtivaslepn-Sitelhemselves Ortake ❑ When dischar in to a storm drain, rotecY the C co;istrucEatg te�ary check dans orbersrs y�fQ�eyer lwry y,a5te mafenalsor leave ttlem d�atama[eoa s earth filters ontp a dlrl area, � g P S p+11 C fe a n u p � wll��e a{]�irc7{)riat�'. y2rdw9ste to a 12ndfill uhere rl will Be nthestreetornearacreekorstrearr,hed. andspaaefilserresidue�ntosoil�isposeot inlet using 2i b��rter of burla�k72�gs fikled w�th � O COmpDStCd J C[ean up spiifs irrtmedialely 9.18.07� Aacidental�is�harge �Trainyo�employessandsu6contracEQs Plermifs spentd�ah�maceousearlhinthagarbage drain rOCk, or covef inlet with filter fak]�IC M n�ecmcan�rnnc4ehrochuresabaulthese �Landsta .1 Neverhosadawn"dir;y'❑avcrte�lu� W ,/� A�� sansshallnoti th2DirectorofP�licWorl�s J�n�cfbortolccalgradvigand'ouddingperrrits pecontraclorsshpuSd anchoredunderthe rate. ,�, � p5uesfua��lt�tJislrt��deEu��wiheisal�:;u� �lfithereisnosuilapledirtuva.call � permeau�e suriaees��nare i��as�a�e sn��eo � L�J onstructipnsAe Infprm ?'�uv�il needioa'�kaincoverageun[ler the5la�e's Sake clippings-end prun�ng wasle u se d ry c ie an up m ecn oa s;a bso�oe nc T EIl'Y1'IECfI�E� u on accidental C�lS�la Ill ��Ll�l"It5 O� � Yaursulxontraaors CupaninoSanilarr lor�nsfiuct�onson y p � �� C',2rierdl Gpr�IrUclipnActi�nty$14�rrt�n.�ater Perrnlif t0 3 1311tlf1111hat CornpoS[5 yard m ater�a ls ca l l�lte r a nclnr rag s�w he never � O ��)� �iJIXI<<hES[IX"11LYdtQF f�{�Pf?!Tle��S d��If �'y�fLOt15�R3C�.lOn51�'sdish�rue�dareatetals5 GischargfngfVlter backwas�or nnseviater to po5sible a ntl pro periy oispo se a I ai7 so�ben 1 rn en le ca termeasures to be taken the G ? waste�BFI"5 N:�Yby Island�n�f � COf1C� �f3 �� U'T �! t}I o„k,�s�s��+tu�u�8,t��ra rora CJea., ��or more.inrorrnanon on�ne�enera«ennt the sanitary sewc� 0 C ontact Cu pertin o 5a nitary p islrict at 253-707 1 „•„�r��, 6ay.aCQnSINGI[[NIb�51r1�3n�fC�ntF�CtIC25 Za�zke�Rd landf�!l�rel�enearesl) to rrinimiz�damage to starm draar�and the recaving CafrbE0�431f1L�fi0l11��1e�2�f1��3�QfQl7�i(y priorto discharging to the sanitary sewer. � Swcep up spilied d�y mater�als immetl�ately U gu�deavaimbieatourl��aldmgUept�llfllet ��gpard.(ftbscnierrawdimangetoone U ponotbloworrakeleavesinto Nevera:tEmptlC'weShthE�'7away"wilhwale� O � waters. Intiaf notification shall be follwved,within five(5} x,�3��r 2oa3.y the stree�. v�e,�y Ihem �n business days of the date af nccurreno�,by a detaifed v Q J l3se as liltle waler as possible fo�dusl co��l�ci � Ensare va�er usetl tloesn�ieave s�i�or O writtien statementdescribing th�causes af theacaden�l ��«ka��P t�s��m��a�Rs � discharge and the measi.res�eing taken to prevent future � � � �R�a n v A s P��s o��.t a rea s b y��g g�n��,�a U z prope-ly dispo5ing�ft0ntarl�nated Soi1 oca�rrences.Such notification will not relie�e persons of - � ■ � � _ R e m o�a l o f B I U I P F a c�l�t i e s J CaIIBf7for significanlspills liability fa-violations o�this cha}�ter ar far any fines impo�ed ❑ If the spill poses a significan[hazard to U � on the Gty an aecount thereof under Sec�ion 13350 o�the The ro e owner and the contra�tor share ultimate res onsib�lit for h�man nea��a�tl Safety prope�,y o�.he � � p i� �]I p Y The Project Contractar is responsi ble e"vironmen�Yo�m�5�a�5o�QPa�t��,o ine Caiifomia Vllater Gode,or for vidat�on ofS�ction 565Q of the Sta�e O fi�ce of Em ergancy Services � C�li�omia Fsh and WildlifeCode,ar any otfier applicabEe - - - - • ■ � � w prwisions afState ar�ederal iaws. the activities that occur on a construct�on site. You may be h�ld respons�ble for remo�al of al� gMP Faci I ities � o � g.��.�° ��°�a�°�* for any envi ranmen ta� damage cause d by your su bcon trac tors or emp�oyees, I vcate d with i n th e Pu b I i c Ri ght of Way z N � A n y p e r s o r s w h o�i d a t e s a r ry p r o v i s i o n a f t h�s C h a p t e rO U shafl k�e guilty of a misdem�nor a�d upan conviction thereof shall be pu nished as pro�ided in Chapter 1.�2 of the Ciiy of u p o n p r o j e c fi f i n a l i n s p e c t i o n. U Cupertino Munici�i Cod2_ ` Chapler 1.12:Gener�l P�r�tlty,Sectiort 1_12.d�D, Painting and '{`'`� (?�rrng Canstruction paragraphD,St��e�*: � Roadwork Storm Drain Pallution Fresh Concrete -� � Don't mix up more fresh cun�re[r�r c:e�rierit Unless r�kherwise s�ecified by t�is code,an infraction is Appli eatian of ' � from Roa dwork a n d M o r#a r �an yov will use m a iwo-hour period punishable by: Pa;nt RernoYai a n d ,� � SeS up and aperate small mi:ers on tarps or Solvents and heavy P�astic drop cloihs 'I. Atll'7E flOt t0 EXC�EC��OO f41'a ffS�VIOI�kIOCI - Road pav�ng,surfacing,and pa�ement removal A p p�ic�ti o n ..] When cleaning up after dnveway ar sidewalk J Painichipsand dus[fmmnvn-hazardqus ��i n g Mapp�n right in the sireet,where there are numerous Sma�l Bus�heSS 2. A f i n e n o t t o e x c e e c f$2 0 0 f o r a s e c o n d�i ol a f f on , d ry stri p pin g andsand blasiin gma yhe c o n s t r u c U o n.w a s h f i n e s o n t o d i rt a r e a s.n v 1 Ar,��l�� opportunities farasphalt,saw-cut slurry.or 3. Afi�e not to ex�eed$500 for a third violatiar�a� sweptupartollected in p185tiG drppGldlhS and dawn the driveway orinto the s[reet or storm H�rdous Waste U excavatedmaterialtoillegalkyenterstarm drams S t Q�m❑f�lfl P pII U tl Ofl ff Offl drain dfsposedaf as trash. t�1 2 S a f C l�G h�J��f W l t h l f l O I I E y e a f. E x t r a p l a n n i n g i s r e q u i r e d t o s i o r e a n d d i s p o s e o f _I Chemical paint stripp�g residue,andchips Genera!Business Prae Gees materEals ro erl and uard a ainst ollutian of J Protect applications of freshconcrete and Disposal Prgm p p r s 9 p Fresh Concrete and Mortar * and dustfrom rtlaPinepaint5,or paiMS mortar from rainfall and runo(f until the �.��.2�� Civil p enaf#y#or illiat dischar g es storm draEns creeks,andthe Bay A l i c a t i o n s m a r e r i a i h a s tl r i e d S t o r m D r a i n P o l l u t i o n f r o m P a i n#s, containing�ead,mereuryortributyltinrnust ❑ Deve lop an d imp Eemen terosian lse dimen t p p A� ersnn wha discha es oll�tants,i��ialation�f this Businesses that genera#e less y� � P bedispasedofashazardauswastes.Lead control plansfor roadway emhankments. $QiVBf1tS,and Adhesives � Wash down exposed aggregaieconcrete �fl��ef,by f�e use of'sllicit c,�nnectior�s s�all be ci�illy liable aasedpaint remqvalrequiresastate-certified Fresh cancrete and cement-related mortars o�i when the washwater tan d+)nowo�to a �F'1a1'1 27 allorl5 Or 220 L111C�.S Allpairris,sdvents,andadhesives�ontain � Scheduleexcavation and grading workduring Y g � to the Cit in a sum nottv exceed twent-fi�e thousand contractar. that wash into lakes.streams.or estuaries ciirt area,;2}dra�n onto a bermed surface from y ]� ehertzicals that are har�nful to wildlife in focak d ry wea tfi er. D uring C ons tru ction v dO��i"5 �r C�� er viola�ion for each cia lfl WhICf'T St1C�1 creeks,San Francrsco8ay.a�dthe Aaci�c Ocean. �Whenstrippingorcieaning building exteriors are toxic io fish and the aquatic wh�cn�t�an be pumped and disposea af of haaardous waste per month � � y� y � Check for and repair leaking equipment prope�iy.or{3y be vaauumad from a catcnment '�, � To�acchemicaismaycomefromliquidorsolid wittihigh-pressurewater.blockstormdrains. ❑ A�oid paving and seal coating in wet environment.❑isposing ofthese materials al"@ @II ible to usethis r ram. O VIQIc�3�IQl'1 QCCUfS_ created by blotk�ng a stom�drain inlet.If � p� prcxJuctso�SrvmcEeanirx,�res:duesviiays.Fainl aireti:lwaslewalero�doadirtareaanUspade � Performmajorequipmentrepairsat weather,aiwhenrainisforecasl,tUpre�er3t tothestormdrainsorcreekscanblock � U � necessary,divert runoffw�th ternporary berms ^ w�Q Q(]^� � O * maierialandwastes adlSesi�esanticleaningfluids intasdLOr c�eckwithCuperiinoSanilary de5lgnaSed areas in your mainSenance yard. fresh materialsfrom contacting stormwaier storm drains.causes serieus prohlerns and Make sure runoffdoesnotreachg�Slersor �Sall�IJV'�:J.7�I�OO '�, J O � Excerpts—For complete COD�lar�guage r�er to the shauld he recy�led wY�en possible,or disposed of aistrict ta find out ifyou cam m�p or vaa,um the whe re cl eanu p is ea sier.A void perfo rm ing runoff iS p rOh ibit2d by 12 w. storm d reins + � Q � � CltyOfCUp2�ff10 M�lf1ECIp�ICOCI@. proper�ytopre+.�mtnesemater�a�stromt�owmg wasirwateranddisposeoiRinasanRary equipmentrepairsatcanstructfan sites. fOI��CiUOL�, � � O � Q �n(ostamdrainsandwatcr�ourses- s�ewcrdrain_Samplingpfthewashwatermay 0 Co�erand seal CatCi1 basins and manhales � When l�reakingup�a�ement,be sure to pick w U ❑ W h e n r e f u e l':n g o r w h e n�e h i c 1 e l e q ui p m e n t w h e n a p p l y i n g s e a l c o a t,s l u r ry s e a l.=o g S E e I. u p a l l t h e p i e c e s a n d d i s p o s e o f p r o p e r l y � = berequired. maEntenance rnust be dane on site,designate a or similar materials. General l9usiness Practrces Recyc�e iarge chunksof brpken concrete_See � ti, �a O 7 Washwater kan painted huifdings Eocation away frnm storm drains and creeks :�:�t,� �.-:•:.:=�t,.,;for info on recyclers. � � w cons true t e d b e fore 1 9 7 Bcancon Y am hig h ❑ F'r o t e c t d r a i n a g e w a y s b y u s i n g e ar[hdilces. � W a s h o u t c o n c r e t e m 3 x e r s o n l y i n d e s i g n a t e d � Z � � L� do net use diesel oil to Ii�hricate er{i�i�mant sand bags vr other conlrvls to div2rt or trap washout areas�n yaur yard.away trom storm ' Neverbury waste maFerial��spose of small � w Z Q C u P e rti n o Handling Parnt Praducts amountsot Lead,even if paint chips 8re npt afts of CIe2n e ui ment drains and walerwa s where the waier wrll tlow Y 9 � P 4 R a n d f i l t e r r u n D ff_ y amounts of excess dr eoncrete. roul and z N � S u i ld in g�e p t: present.Before you i�egm stnpping painl or mortar in she trash_ '� w W d08-777-3228 ❑Keepall liqud�intproduetsand wastes cleaning pre-19786uildingexteriorswithwater .-.1 Rec cle used oil.concrete.broken as ha[t �nto a cemporarywaste pitin a dir�area�et _ Y P 0 Never wash BxCB55 ft'Fa�pCl�l ffOrtl eltpOS2d- water percolafe through soil anddispose oT � � O Q P u b lic W o r ks D e t: awa yfromthe gu t ter,str e et,an d s t o rm u n der hi h ressure,t e s t in t fvr l e a d b e t c.w h e n e v e r o s s i�l e,o r d i 5 p o s e O f r o B r l J Never dispose of washout�nto ihe street, A 9 P pa Y P P D Y- aggregate conc re te or simi Ear treatmen ls in to senled,hardened concrete as garbage. starm drains,drainage d�tches.or streams ~' C� N (A 4Da-777-3354 drains. tak�ngpantscrap�ngstoaiocai iar�orarory (www recyclestuff.com for list af recy�ling a street or storm drain Goilect and rec ycle,or W heneverpossible,recycle washout ey U (SeeYellowPagesforastate-certifeed companies.) dispose to dirtarea. pump�ng back intomixersForreuse S a n ta C la r�C o u n ty laboralory.y Resycling H ot�sne: Pain6ng Cleanup 0 Coverstockpiles(asphait.s$�d etc.�end U wasr out crrutes onto e�rtareas tna�da not 8 o n-5 3 3-8 41 4 J ff t�ere is loose painY on Ihe buildirig or iF the ,:.,�,,;,.,�,,,,.:, � ,. 1�S ha!#/Co�crere Remnval ofher construction materialswith plastic larps flowto streets ordrains. U Never�lean brushes orrinse pairfi pairrt tests positrve 4or lead.block stam f� P rotect from ra in�all and revent runaff with �OFESSION w w w.re c v c le s Fuyff'.c o m corrta�ers into a stieet,gutter,storm drain, drains.Check wit#�Gupertino Santlary�istric[ p L1 Alwa ys sta�e both dry a nd w et materials �. �� Q '� C] Avoid ereatin excess dust when breakin as ha It temporary roofs ar pfastic sheets and berm s under caver,protected from rainfall and runoff � �F.�H�`1G�,F,y S m a I I B u s i n e s s W a z a rd o u�W a s te� French drain,or creek. �determine wheFher you may disrharge water g 9 p �� ,�� 1�i 4U8-299-7300 Or ConCfete. 0 Park avin m achines over drs ans at and away(rom storrn dralns or waterways. ;��-'.�p, � y �V 2�Z to the sanifary seJver,or if ydu musi setK�it p 9 p P P rotect d ry mater�als from w+nd- `-�� ' W � c^ 0 Forwater-basedpain45.paintoulbrushe5� fl{{��efordis 521ashazardpll5WasTe, abStifbEntfrT3iEfi81(CIO[h,r8�5.0[C,�1OCaCCh ' 4� � � �/ � Cupertino Sanitary Sewerpistr p° � Afterbreak�ngupotdpavement.besureto \ the ertentpossibie,and rnse intoan inside d rips vsrhen not in use, ❑ Sccure hags of ccment aflcr thcy are open '; �� +�� C17Y QF remove all chunks and pieces.Make sure �� +��0 * * 408-253-7079 sinkdr�init�a4goestoihesanita�ysewer Be5Uf0l4k@@pwind-blpWn��m@ntpOw(�gr � � j !� 6rokan pavem ent does noi com e in contact ❑ Clean�p all spilFs and leaks�sing"dry 1 i t Exp.t2 31 Paint Orsposal Returrrorponati�n awa from streets. uiters.siarm drains. 7� i'� S a n ta iC Ia ra V a Iley U rh an R u n off L]Foroil-based paints.qaintoutbrushes tothe ' with rainfall or runoif m Ethods Iwlth atrsorbent rnaterials andlor y g � �� s, �P rainfall,and runoft Pollution Prevention Prgm extent ssib�eandcEean�+mtninneror J ois seafunv�snledf uid inkthfnners. ra s ordi u remove.and ro erl dis ose �, �—�',• �'q �IVIL Ft� p° p° '� � C.l When rnaking saw cuts.use as liitle water as 9}� g P� p p Y p � �I_.—.:� TF' �FD 800-794-2482 solvenl,Fiiterand reuse h�nnersand sol�ents, so�vents.glues.and deaning fluids as pf G4ntaminated soil_ U no not use diesei fuef as a luarlcanzon �-��r ��'t OF CA� possihle.Sho�el or vacuum saw-cut sfurry and concrete forms tools.or tra�iers � �� i where possibfe.Disp�e ofexCe6s tiquids and hazardous vss#a(call the Small Husiness �!�-";_r� State Office of Err�ergency residueasha�rdouswaste. HazardousWas�ePrgm.299-7300). remove from the site.Cover or protectsform ❑ Gallect and recy�le or apprapriately dfspose of Se�V iCes drain inlets during saw-cufting.5weep up.and excess abrasi�e gravel or sand 7?? 9-800-$52-7554 24 hrs L.1 Whenlhnmix�h4yAry.�nptypaintcans E�seci `I Ck{Zehirnfosu�lier.(Llnopenedcansofpaint pfOperlydi5po5eoF.Bllresidues- /// � } ❑ Avoid❑ver-a lir,a[iori b water irucks ior dust �� C�A T� brushes,rags,and drop doths may be may be able ta he relurned Check with Ihe ;,] S we ep.nev er hose down stree ts to ekea n up co ntr ol. pp y '�`f�1j J 1�L R e p o rt 5 p I I I S t O �� disposed of as gaetiage ventlor rc�gartlir3g its"tx:y-back"poticy.} tracked dirt.Use 2 street5weepet Ot v2Cuum �drnateex�sspaYni(Ca1129�7300Eodonale.) truck.�a not dump vaGuumed liq�or in storm s;�n�.��i::rara�ic, drafns_ .. t rr,:�r�Rr1r,�,�]" VERTICAL: 1"=AS SHOWN Pi�lluri�m['r�tirn�is�n I�r��tir;i�n HORIZONTAL:1"=AS SHOWN lJI'DATGD SFPTF.ME3�:i2 2016 oaTE: 9/1/2016 APPRo�� SHEET: �! Ir /� ��I" �Y �� J,�� I�� DESIGNED: TL ��1STRU�TI�N BEST MANA�EMENT PRACTICES � � o� sr3rr-.Ts TiMM BORDEN, 45612 DAT� DEPARTMENT QF PUBLIC�1VORKS DRAWN: TL DIR�CTOR OF PUBLIC WORK$ �i��= REVIEWED: TL �og No.: 16082023 SHEET C7 OF 7 SHEET i � T��II� � ��N��1� �,�� ' �1�� ,�: � � � � ,• SUBJE��PR�PE'�7Y LIhFE � f ��, 1 � {� ,� 1� t, — .�.a ,r _.��' -- � •�� --- �� L��l�� F `�I�1 ��,��E W . t'r��+�...r!.��x � tl � - � . ..----�� - -- � ��+�r�r��.ir�� -�F�-.c�iur,�r5 n�� 1�' �a��,tF��r��r�r�.ir�r7 ~ � N ��`1�� 1� �5.- 8 �M�;.,ra�r.�a�+U°ai-• � .•� � _ � _ E I� ROGRIGUE��v� � f f J � � ��{�€ �,�� 5 '+� � � � .l OI � 3. ��10 T Il�i P _ TI �L .! . � � -- �, iY�u�7�i " � � �. •� 5 -� , a�E �Y. 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S�`0�7'S SE,4L Ah10 51GNA7lJFC�f5 N❑T��7J.,IDER�D AN bI�ICyINAL MAF�. 4� ' j�� M1� �� 1�� •� �A�f��F��AI�1 N�� -� THE�fARI'-+pQ OF 5�F°�0��'E,BEl15�EEN FO�D S�REET M��IUM�h1T51�] �'�� f�lilC3�4+LFk1'��4L�uLA�fD FR�M TF�TC�fkTAIN�iWP ENTITLED''1'R�ACT �� NO.34�PJSFJi❑ISE'�JEST FIL�6}IN�0�9{�51 b�F,��S,AT PAC�E�.V1��4 U$E� �45 TME�IS F�R THIS M�i�4P. PF��AfdE��1': ��: 14E1T�1 NQFiELD,PLS 7��3 �,��'� LI�El�SE�PIRE�;,��-�� {E�TH ��FIE�� a��---��c��,��,s Tl-IE ELt�A7l�t��F�arA4't�45�UM�D�LE�f�4�i�N1'�'wAS ESTA6LISHE[�ON T+�E � o �.1 � � - --.,—.."'� TflR or e�,ass als��r�n�oNun��NT w�u��`rH��ST�F�Y ENa�F�F�,aiG : ��,��-+�� r�� J�� u 5�4LE= �+_��' �OURr. �"� Na�� ? . .--- � ,�F�x.�� 17� ��WI�1� A�,, �1�. ��'�1 ��am�a�r_ �cr� � � Ff�EM�N T, �A �� M��F��r_ ��, �1��5—��3 �r�ur��: ,�—�� REVISIONS BY DATE EXTTREE DN 01/2012017 DESCRIPTION Commun�ty De�elopment Department Planning Di�ision—Cupertino (E)CALOC RUS DECURRENS 1 1 Cp 1�� 30'HIGH&15'DIA. �yP`f►T�IIQ APPR�VED (E)S UOIASEMPE I NS. 20'HIGH ,2� �a��## R-2 16-54 � � �pq p JiCatio�ti Num�er��} \\ �ULDER \ � -____ ,.d�- 1� ..., . ..;_ 0 0� \ Apprvy I d Directvr 15ta �:.; �e��x� Y� PA \ \ AME/ICANAf� ^� �D 7 � 04/1 �E)SEQUOIA '�,�.;��.: `: � \ \ 25' G�&15'DI � SEMPERVIRENS. , f; � jJ GI '� r.3. COLOR CONC.SANDWASH\ \ \ � �}�� y �`��-- i PATI 5ign t r�p r o F�eth Ebb � � '�§�._. � � � - � �� SANDWASH SANDWASH� I� � STEP \ / STONE PATH ' �� /C�S e M�E��DGIN .�-.+� � I R�� \ � `A""" / � TAM U RA PAVERS 24"H STUCCO WALL \ \ \ / ��/ / D E S I G N S INC. ✓/ � PA� � D""�� / 1028 Lincoln Ave. v 0 � � / � _ �� ,-_ �� \ San Jose,CA 95125 � COLOR CONC.SANDWASH / LAWN \ \ PAT�a ' LICENSE#815992 \ �/ ��\ , V / � % \ P.A. � , � \ ,i � �' P.A. \ \ P.A. �y � BOULDER � \ �/� � \ \ �� i \ \ 12"H STUCCO WALL \\ \ � \`/ \� / \ Y � P.n. \ / \ RESIDENT � � \/ \\ / \ �� \ � / \\ / � / � 24"H STUCCO WALL COL/CONC.SAN�WASH \ � / PATIO \ � BOULDER /� \ \ / / \ \ � � � , �� J O BOULDER� � / /� � / � , � / �/ //� \ \� / � � , 0 � � w , � , � � � r / � STEEL EDGING /O�P�A� / ` LODIGRAVEL � \ j \ � BASKETBALLCOURT � SANDWASH STE� O / /\� \ \ -. C 1/ PAV�(2S O / / \\ �� \ `/ � TI \ `- � I\�\ / \ \ \ � O � � � \ 24"H STUCCO WALL O � / \ � Q O \� � / P.A./\ \ \ � � \ � \. � O / � \PERMEABLE PAVER O \ DRIVEWAY � P.A. O / \ \ � O \ O \ � 0 \ 0 \ O / 0 , O , i � O /P.A. \ � � / COLOR CONC. / SANqWASH STEP SANDWASH \ O O \ / PAVERS WALKWAY \. O P.A. O� � ` LO�I\RAVEL , �O O' � `. ' O � � ��. , �� / � \ � � � � � � �� o � � P.A. � � �� rn � \ � ' W Q � U , � , V � � o � Z � \ � \ � L � Q� \ � � � \ � �P Q � \ ��a, E� ,� U No^.24,�44 ��.�_. �+�%i ' }' ,s,._�,� � � U II/30/2017 � � � � 01/2T20� � � •� �rF c��F°� U � ti ti � � J � SCALE: 3/8" = 1'-0" N s r� O Z 0 1 2 4 6 8 DATE: 01/23/2017 SCALE: 3/6�-1'-0" DRAWN: JOB#: SHEET L1.00 THIS DESIGN,IDEAS,AND DOCUMENTS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICES,CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF TAMURA DESIGNS,INC.,AND THE SAME SHALL NOT BE DUPLICATED,USED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF TAMURA DESIGNS,INC.(COPY RIGHT). OF 1 SHEETS REVISIONS BY DATE PLANT SIZE DN 01/20/2017 IRRIGATION LEGEND IRRIGATION RATE BY ZONES AREA(SF) IRRIGATION METHOD 4"I 1 GAL 5 GAL 15 GAL NETAFEM Commun�ty De�elopment Department KEY DECRIPTION SPECS ZONE 1 727.14 MPR ROTOR-1000 SERIES NIA NIA NIA NIA I � � P I a n n i ng D i�i s i o n-C u pe rt i n o WEATHERMATIC:MODEL:11024FCR 1" � ZONE 2 273.05 EMITTERS 8 0 0 NIA I � � � I I REMOTE CONTROL PRESSURE RAINBIRD:MODEL:RAIN 200 MESH I � I -�� e-� n REGULATOR VALVE WITH Y-FILTER SCREEN AMIAD PRESURE REGULAR I I I I I I � I I PA I I \\ � �� .. ��ER NY Ai PR�VED �� ZONE3 690 EMITTERS 6 17 0 NIA i � � ZONE 4 72.67 EMITTERS 0 9 0 NIA 7I I � I I I I � I I I � I I � '' � i I I �� i HUNTER.I CORE FLOW CLIK,SOLAR �-h � � I � � � � I � � � \ / � �� - - �=� CONTROLLER CLIK,AND ROAM KIT; I I I � � �\ - � �� . % ZONE 5 185.88 EMITTERS 0 17 0 NIA \ I� � � � �.�� M„� � �- Applicatio�ti Num�er��} I� \ \ � I I i� i�/ \\� � ZONE 6 393.34 NETAFIM-0.6 GPH @ 12"O.C. 0 0 0 NIA �- ^'s � \ �� \ ' ��\ P.O.0 BACKFLOW FEBCO:825WATT.1" 1 -- � � � y ,� \\ � \ \� '// ��// ��// �i� �� . �� \\\�� l�hp O�Q 1../��Y• D I I G�r LO I '✓�GI� ZONE 7 345.50 EMITTERS 0 13 0 NIA ti �,� �x� \ � COLOR CONC.SANDWASH �� \ � � ; � 1 ;s 1i, PATI O � � �� -�� HUNTER:I-CORE FLOW CLIK,SOLAR � -. ' \ i i � � � �� ZONE 8 334.14 EMITTERS 6 11 0 NIA CLIK,AND ROAM KIT; � � s, � � � /�\ ��r� I-1a} FLOW SENSOR � � f � � � � " " � I V ( rs � , , , ,- zONE � 5 , � � „p �� .e 04/12/17 � � \ i�// i�LA/ i'/ 6� \ � ZONE 9 585 EMITTERS 0 25 0 NIA i �} y ��' \ �\ \ /��' ��' ��' � � j �� . . . WATER MAINLINE&LATERAL PVC SCHEDULE 40 ZaNE�o aa�.�s NEraFiM-o.a�PH @ t�°o.c. o o ia Nin ' • , - , � � re Beth Ebben , '� , , , M , , , , �� - � �� , ,�'� �- � A � , , , �� ' �, � �� , Case anager � � � � �� A�� i � i i' HYDROZONE AREA NOTES: TAM U RA � Q � �� ' � �' �� i � � \ ` // i'/// i'/ i�/// ' // i'/// // 1 GAL TAKES 3 QTY-1.0 GPH EMITTER � \ \ � �/ ��/ �� COLOR CONC.SANDWASH �/ / �, 5 GAL TAKES 3 QTY-1.0 GPH EMITTER D E S I G N S INC. \ � �' N�' PATIO /\ � � /� i 15 GAL TAKES 7 QTY-1.0 GPH EMITTER V �� ,, ,,= � �- � 1028 Lincoln Ave. p,� \ \ / /// // � � /�/� D�� LAWN MPR ROTOR-1000 SERIES �f�i€ � � `�� San Jose,CA 95125 , \ � �-' � � P. ��-� � � � - V �� ,- �� \ � � ,, ,,- � �� ,�� LICENSE#815992 Prqect Name:Li Residence July Eto: 6.20 Site Annual Eto: \ � \ ��// � \ \ \��. Avg Plant Factor Et: \ � \\ / �' \ � / Controller HUNTER ICORE So�AR SvrvC Soil Type CLAv LOAM 0.4 %Site Irrigation Effic: \ \ �r �� trri werer \ //� ET Plan[ Plant Fac[or Shade Density In[hes Precip To[al Pe�iod Run Valve Cycle Totals Uays Pe� To[al Run Zonep Program PlantType Vlan[FaRor Fac[o� •Eto Roa[Dep[h"Fa[to� FaRo� �rrigationType Rate %Distllnit Requirement Time Time �Y��es �ulY ZoneGPM To[aIGPM Days/Y� Inches \ \ \\ i� / \ �� \J � 1 A Turt High Wa[er Use O.S 5.0 6 1 1 Rotator 0.6 0.75 1.07 83 28 3 8 52 \ 1 /� 2 B Shrub Low H'igh 0.3 1.9 12 1 1 Drip Dev'ice 0.44 0.81 0.3] 39 20 2 8 52 \ \ i� / ' \ \ ` �� 3 B Shrub Low Mgh 0.3 1.9 12 1 1 Drlp Devlce 0.44 0.81 0.3] 39 20 2 8 52 \ / 4 B Shrub Low High 0.3 1.9 12 1 1 Dnp Dev�ice 0.44 0.81 0.3] 39 20 2 8 52 5 B Shrub Low Hlgh 0.3 1.9 12 1 1 Drip Devlce 0.44 0.81 0.37 39 20 2 8 52 \ \ \ i�/ / \ \ � 6 B Shrub LowHlgh 0.5 3.1 12 1 1 InlineDrip 0.64 0,81 0,62 45 22 2 8 52 ] 8 Shrub Low High 0.3 1.9 12 1 1 Drip Devlce 0.44 0.81 0.3] 39 20 2 8 52 \ \ \ i� , \ � � 8 B Shrub Low High 0.3 1.9 12 1 1 Drip Dev'ice 0.44 0.81 0.3� 39 20 2 8 52 \ 9 B Shrub Low Hlgh 0.3 1.9 12 1 1 Drip�evl<e 0.44 0,81 03] 39 20 2 8 52 \\ \ / i� / , \ \� 10 C Tree LowHlgh 0.3 1.9 18 1 1 InII�eDrlp 0.64 0.81 03] 27 13 2 8 52 \ /� 11 0.0 0.81 8 52 \ \ / i ' \ � `� 12 0.� 0.81 8 52 � Average Site%DU 0,81 #REf! Total Run Tlme Mins � \ � � �\\ RESIDENT � `j O \\ � � Es[ima[ed To[al Wa[er Use:Gallons 56,198.00 � � IRRIGATION 0/VS --- --- - --- - ' COLORCONC.SANDWASH �� ✓ PATIO \ � IANUARV FEBRUARV MARCH APIL MAY IUNE JULY AUGUST SEPTEMBER O[TOBER NOVEMBER DE[EMBER TOTALDAYS \ ��/ 1 2 4 5 ] 8 8 ] 5 3 3 1 52 --- --- - - ' �� PrograA TURF 3 C28e MINS zp S�Ok Notes \� MULTIPLE STARTTIMES.THIS WILL ELIMINP \ CONTRACTOR TO SET UP CYCLE 50/+K ON A / B SHRUBS 2 159 MINS 20 320 / C TREE 2 S3 MINS ZO 4� RUNOFF.RUNMULTIPLESTARTTIMETOAi ZONE WATER WINDOW RESTRICTIONS.ITOSTHE --- --- - - - \ D MINS RESPONSIBILITVTOMANAGETHISSITE50� � �� E MINS THEESTIMATED.TOTALWATERUSEETWU � F MINS 1 � ZO E � , 4 ___.. i ___ _ $ �/�\� i� / NOTES:This irrigation schedule is set up as a base guide only,contrector must adjust irrigation controller so as to irrigate based on plants needs and not to exceed the ETWU usage.Set irrigation controller to maximise O --- --- - �' j i� \ through programming.We are not responsible for overseeing controller scheduling. � ZONE �� \ RUN TIM E FORMULA-60 X ET H Kc/PRXEA 9 \ � ---- --- - -/^ 60=MINUTES ---- --- - `/ \ ET=EVAPOTRANSPIRATION(DAILV) / J / �� \ KCPL4NTCOEFFICIENCV PR=PRECI PITATION RATE ---- --- - O/P.A. EA=APPLILATIONEFFICIENCV --- ---_- O \ \ � - --- O \ \ � � O California Water Efficient Landscape Worksheet O �. � � � Reference Evapotranspiration(ETo) 42.9 Project Type Residential 0.55 O �� / \ Rain Fall(Inches) Usable Rain Fall(Inches) 0 � �� D � ,,� � Hydrozone#/ Plant Factor Irrigation Irrigation ETAF(PF/IE) Landscape ETAF x Estimated � � � �� / Planting (PF) Methodb Efficiency Area(Sq. Area Total Water % � � � C� \ \\ � / Pa. / / Descriptiona (IE)° Ft.) Use(ETWU)° LandsCape � ��\�O \ / � �/ / PERMEABLE PAVER \ Zone# Regular Landscape Areas Area � / � / DRIVEWAY P�O � � � 1 TURF HIGH 0.8 verhea 0.75 1.07 727 775 20626 17.84% � O � � D �, 2 SHRUBS LOW 0.3 Dri 0.81 0.37 273 101 2689 6.70% � � D � � / \ 3 SHRUBS LOW 0.3 Dri 0.81 0.37 690 256 6797 16.93% � O � / � O 4 SHRUBS LOW 0.3 Dri 0.81 0.37 73 27 719 1.79°/a � �� O ° / �O � 5 SHRUBS LOW 0.3 Dri 0.81 0.37 186 69 1832 4.56% e� � �� O P�� / / � 6 SHRUBS MED 0.5 Dri 0.81 0.62 393 243 6452 9.64% PLANT�NG LEGEN� �� /� �/ �/ �/ � / / / / 7 SHRUBS LOW 0.3 Dri 0.81 0.37 346 128 3408 8.49% � � �J � O � � � � � 8 SHRUBS LOW 0.3 Dri 0.81 0.37 334 124 3290 8.19% KEY BOTANICALNAME COMMONNAME 512E WUCOL \ � ��/ � � � � � �A' 9 SHRUBS LOW �.3 �C'I �.8� �.37 585 2�7 5763 14.35% �� o � � O / / / � � � � \ 10 TREES LOW 0.3 Dri 0.81 0.37 469 174 4620 11.51°/a TREE � O � �O / / � � � � � 0 11 0.75 0.00 0 0 0.00% � O � � / � � / � � � �� 12 0.75 0.00 0 0 0.00°/a ARBMAR ARBUTUS'MARINA'-MULTI MARINASTRAWBERRYTREE 24BOX LOW \ \\ O/� /� / / / / � � � / \ �3 O.7�J O.00 O O O.00% / / / � � � � 14 0.75 0.00 0 0 0.00% EXISTING CALOCEDRUS DECURRENS INCENSE CEDAR MED \ oN / // � � � � /� /� /� / ��j O.7rJ O.00 O O O.00% MAG MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 24 BOX MEO Z / / �/ �� / �6 O.7�J O.00 O O O.00% ZONE � � 3 � �� / 17 0.75 0.00 0 0 0.00% \ / / / / � � � 18 0.75 0.00 0 0 0.00% MEL MELALEUCA LINARIIFOLIA FLAXLEAF PAPERBARK 24 BOX MED i - / / � � /� / 19 0.75 0.00 0 0 0.00% OLE SWA OLEA EUROPAEA'SWAM HILL' SWAM HILL DLIVE 15 GAL MED \ / / �/ � � � / ZO 0.75 O.00 O O O.00% � � � / / / / Totals 4076 2113 56198 100.00% � EXISTING SEQUOIASEMPERVIRENS COASTREDWOOD HIGH \ � � � � � / / / / Sp@CIBI L81lCISCBpQAr@aS � - � � � � � � � � / � � � 0.��% EXISTING ULMUS AMERICANA. AMERICAN ELM MED \ � / / / / � � - �I O O O.00% � % � � � \ � � � / � � � 0.��% � SHRUB � / 1 0 0 0.00% � U � / Totals 0 0 0 ACHFIR ACHILLEAMILLEFOLIUM'FIRELAND' YARROW 1 GAL LOW \ � � / ETWU Total 56198 O � � � � \ � Maximum Allowed Water Allowance(MAWA)e 59627 ARC HOW ARCTOSTAPHYLOS DENSIFLORA'HOWARD MCMINN' MANZANITA 5 GAL LOW L ETAF Calculations � ARC EME ARCTOSTAPHYLOS EDMUNDSII'EMERALD CARPET' CARPET MANZANITA 5 GAL LOW Re ular Landsca e Areas Average ETAF for Regular Landscape � ^ Li Total ETAF x Are 2113 Areas must be 0.55 or below for � ARC POI ARCTOSTAPHYLOS WA-URSI'POINT REYES' KINNIKINNICK 5 GAL LOW Total Area 4076 residential areas,and 0.45 or below Q !, Avera e ETAF 0.52 for non-residential areas. �� COR WYN CORREA'WYN'S WONOER' VARIEGATED AUSTRALIAN FUCHSIA 5 GAL LOW - }� All Landscape Areas U FES FESTUCA MAIREI ATLAS FESCUE 1 GAL �ow Total ETAF x Are 2113 � � Total Area 4076 � �� c c c c o Avera e ETAF 0.52 L � �A KNI CHR KNIPHOFIA HIRSUTA'CHRISTMAS CHEER" CHRISTMAS CHEER POKER PLANT 5 GAL LOW LAU LAURUS NOBILIS BAY LAUREL 15 GAL LOW ��P " �p EG � � � LEU WIL LEUCA�EN�RON'WILSON'S WONDER' CONE BUSH 5 GAL LOW �..� No.2444 � O � �� N �s,��,� PHO PHORMIUM TENAX NEW ZEALAND FLAX 1 GAL LOW I I/30/2017 �' PIT PITTOSPORUM EUGENIOIDES TARATA 15 GAL LOW 04/�� SCALE: 1/8" = 1'-0" �TF� � �Fo�' PITSIL PITTOSPORUMTENUIFOLIUM'SILVERSHEEN' SILVERSHEENKOHUHU SGAL LOW C� DATE: 04/10/2017 Z K POO POOOCARPUS GRACILIOR FERN PODOCARPUS 15 GAL LOW � Z 0 4 8 16 24 SCALE: %s"_�'-p" RHA EVE RHAMNUS CALIFORNICA'EVE CASE' COFFEEBERRY 1 GAL LOW DRAWN: ROS TUS ROSMARINUS OFFICINALIS'TUSCAN BLUE' TUSCAN BLUE ROSEMARY 1 GAL LOW JOB#: TEU AZU TEUCRIUM FRUTICANS'AZUREUM' AZURE BUSH GERMANDER 1 GAL LOW SHEET WES JER WESTRINGIA FRUTICOSA'JERVIS GEM' COAST ROSEMARY 5 GAL LOW VIT VITEX AGNUS-CASTUS CHASTE TREE 5 GAL LOW ��•O 0 OF#SHEETS THIS DESIGN,IDEAS,AND DOCUMENTS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICES,CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF TAMURA DESIGNS,INC.,AND THE SAME SHALL NOT BE DUPLICATED,USED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF TAMURA DESIGNS,INC.(COPY RIGHT). REVISIONS BY DATE PLANT SIZE DN 01/2012017 Commun�ty De�elopment Department PLANTING LEGEND Planning Di�ision—Cupertino MAX KEY BOTANICAL NAME COMMON NAME SIZE QTY. PLANTING DIST. �UPERTlNO APPR�VED (E)CALOC RUSDECURRENS TREE 30'HIGH&2D'DIA. P�p �a��# R 2016 54 s aTr. �E�S UOIASEMPE i Ns. ARBMAR ARBUTUS'MARINA'-MULTI MARINASTRAWBERRYTREE 24BOX 3 15' 20'HIGH ,8� Appl�C�tio�ti Numt�er�5} PIT \ \ ,.d�- �.-,�� EXISTING CALOCEDRUS DECURRENS INCENSE CEDAR 1 � � Z QTM. � o -p-p�r-v- _I_� d Di recto r 1 StafF -��:; -�'_. � � � , � �X. ° � / Appro� I V l� 04/12/17 MAG MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 24 BOX 3 20' �;'"'' � �- ° (E)/ULMUS / GA / I �,-"�,r .':+''� AM�RICANA. 5 Q (E)SEQUOIA }� *� � o \ � \ C3 QTM zs'i�F�&15'DIA.� ��;�� eth Ebben MEL MELALEUCA LINARIIFOLIA FLAXLEAF PAPERBARK 24 BOX 3 6' �- qi,r \ � � " '-� RHA EVE � Case Manager §� L � COLOR CO�.SANDWASH �Q�. PA Ip 3 QTM� \ a a 2 QTv. OLE SWA OLEA EUROPAEA'SWAM HILL' SWAM HILL OLIVE 15 GAL 5 TAM U RA � \ �AwN \ / � o / EXISTING SEQUOIASEMPERVIRENS COASTREDWOOD � DESIGNS irvc. � � � � 1028 Lincoln Ave. Pir • \ � � s oTv. „a o ti San Jose,CA 95125 \ , ti / EXISTING ULMUS AMERICANA. AMERICAN ELM 1 \ \ � �a COR /e � a . s oTr. e -o `, `� ""E� LICENSE#815992 \ � COLOR CONC.SANDWASH / � 3 QN' SH RU B a LAWN \ PATIO \� ARC P01 � � 9 QTY. � � \ R3 QN.E �i V / � ACH FIR ACHILLEA MILLEFOLIUM'FIRELAND' YARROW 1 GAL 5 � � � � � �o \ -� / � �� \ K CHR � � �3 TM' �� \\ ARC HOW ARCTOSTAPHYLOS DENSIFLORA'HOWARD MCMINN' MANZANITA 5 GAL 3 �� R TUS \� �� \ 0 3 � �`'J \ �/ � �i ARC EME ARCTOSTAPHYLOS EDMUNDSII'EMERALD CARPET' CARPET MANZANITA 5 GAL 11 \ � �� ARB AR \ PHO 1 Q. \ b�\ 5 QTY. � / �\ \ ARC POI ARCTOSTAPHYLOS WA-URSI'POINT REYES' KINNIKINNICK 5 GAL 15 • • � Ro QTM \ \� \ � COR WYN CORREA'WYN'S WONDER' VARIEGATED AUSTRALIAN FUCHSIA 5 GAL 9 �� FES FESTUCA MAIREI ATLAS FESCUE 1 GAL 8 o � � � \ RESIDENT � COL/CONC.SANDWASH � nRc oi / PAT1O \ � � � GAR GARRYA ELLIPTICA SILK TASSEL BUSH 5 GAL 5 MAG 8 Q � \ \ � 0 1 QTY. \ �tra / � KNI CHR KNIPHOFIA HIRSUTA'CHRISTMAS CHEER" CHRISTMAS CHEER POKER PLANT 5 GAL 8 � a � � � � � LAU LAURUS NOBILIS BAY LAUREL 15 GAL 11 � wy� / // // � �\ Q � � �/� i / LEU WIL LEUCADENDRON'WILSON'S WONDER' CONE BUSH 5 GAL 1 � � \ � ° " � o PHO PHORMIUM TENAX NEW ZEALAND FLAX 1 GAL 5 ' KNI CHR �"�� / \ s Qn. / �/ / � � � o � /,aa O / � / \ PIT PITTOSPORUM EUGENIOIDES TARATA 15 GAL 15 5' � � � � � � .�- 0 / � �� / �� yuEs�ER PIT SIL PITTOSPORUM TENUIFOLIUM'SILVER SHEEN' SILVER SHEEN KOHUHU 15 GAL 9 5' / s caTr. � Q o= o- \ o } � \� LEU WIL / ^D, T t o7Y, � \ P�T s�� POD PODOCARPUS GRACILIOR FERN PODOCARPUS 15 GAL 6 5' � \ /0 8 QTY. + \� � \ � J \ \PERMEABLE PAVER RHA EVE RHAMNUS CALIFORNICA'EVE CASE' COFFEEBERRY 5 GAL 6 + \ WES JER a QTr. '',p� a QTv \RIVEWAY �� + FES q Da 4 QN \ \ ROS TUS ROSMARINUS OFFICINALIS'TUSCAN BLUE' TUSCAN BLUE ROSEMARY 1 GAL 6 t � \ + oD� \,��I�,/� ARC EME OLE SW TEU AZU TEUCRIUM FRUTICANS'AZUREUM' AZURE BUSH GERMANDER 1 GAL 3 3 QN. \ � 1 QN. + o D� / / � r •• WES JER WESTRINGIA FRUTICOSA'JERVIS GEM' COAST ROSEMARY 5 GAL 7 ° � ARB MA + \„��li�,,��,�,�' �oTr. \ ,=/ � � �D _ TEU AZU + _ _ � � 3 QN. � VIT VITEX AGNUS-CASTUS CHASTE TREE 5 GAL 3 ,��I�,/f \ ' A EM + �� /'j��I��`�` ,� QTY. \ � • RC EME � \ 5 QN. 0'EQS A �} V - /�'��ili��\` . • . r LAU / � AC FIR O 11 QTY. OLE SWA s. TM' ��J VIT " 1 QTY. � ARC HO \ 3 QN• 3 QTY. � �� NOTE: Q ARB AR \� � ' / ALL SEQUOIA SEMPERVIRENS(REDWOOD TREE)ON PLAN WILL U 1 QT. \ � o�E swn REMAIN ON SITE(REFER TO SITE SURVEY PLAN:A-1.5) O r 1 QTY. � � OLE SWA O Q . }� L • W � �� P� Q r, �' EG u PIT SIL !�O /�i 3 QTY. s . �`'��7 . No.2444 �� /� U �_�_ ,e._:% � V♦ ACH FIR ` 3 QTY. � �„_��Y -a II/30/2017 � � � 04/�T20� � � •� L �rF c��F°� N U 1■1� ti ti � � JN DATE: 04/10/2017 SCALE: 1/8" = 1'-0" SCALE: %8��=1'-0" �� ° DRAWN: 0 4 8 16 24 JOB#: SHEET L3.00 THIS DESIGN,IDEAS,AND DOCUMENTS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICES,CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF TAMURA DESIGNS,INC.,AND THE SAME SHALL NOT BE DUPLICATED,USED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF TAMURA DESIGNS,INC.(COPY RIGHT). OF#SHEETS REVISIONS BY DATE �E,�A�o RUSDECURRENS Commun�ty De�elopment Department 30'HIGH&15'DIA. (E)S UOIA SEMPE � Ns. P I a n n i .�C�i�v� —C u pe rt i n o 20'HIGH 12�1�4. _ � �� APPR�VED V� ° � _ 1 -54 ----- � PRIVACY LEGEND a 0 6 o , ° ' - - pp i�ati�� N�i�mber�s} , KEY DECRIPTION � ° " E�U M S 'A � ` ° A C A � 5 Q ��.........(E)SEQUOIA �. .,�s a \ \ i �(/15�DI. �� SEMPERVIRENS. , �_� \ ^� 7�1�� / �/ LU�&30'DIA. 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