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BEAitl�Ki DIB'I'I1NCE 81 N70'1i�!'W 1A7� � 8 �'OOm" E 7 7� s9 s oo�s�ye� e arr Q4 N 04'a637"W 7aS 60 N00'118�"W �a�a e0 N JO'�80P W � 1� PARKING EASEMENT - CURVE DiATA Na r�owe � �eron� R1 6.0� oY"�41• 7.D� � ,� ,��,� �,� w so.00► �a� ta.'►o' � ao.ts se�asas� so.aar � � �� 2QA0� s0' 1�' 19' 1� R► S�0' 00"00'OQ' T� e. ...... ............� _ � VICINITY MAP NO 8G1LE . �` � � NOTES PRO�C�NAML CLEOAV9rUE PtiOJECT � aw� cmr oF cu�n�o BUBDMDER: HABiTAT FOR NUMANfTY� �JOOW YAtJ.EY 61SVALLEY WAY MNPITAS. CA. 96�006 1R�lli�llt LEST'ER IKEOAIY� R.C.E.30,5�D D�IRES MARCH 81�2�'12 ALLEO ENOINEERNOOONPANY 5170 WILI.IMAB ROJID $AN JOSE� CA 961�7 TEL (40B) �41-1980 FI1X (408� 241�0�4T ASSESSOR� PCl NO: 382�91-00� PROP'08ED USE 4 81NiiLEfAM�.Y RE81DEN1UIL (SFltj Ut�l'S D0ST1N0 US� VACANT LAT E�STINO LONNC�c P IRF8) PI�'08ED ZONIN(� �� LAND USE R�DENT1AL EXISTMO BUL�NC� NOME �TM� �& NO IWOINN VVE1L� WATER 8UPPLY 8AN J08E WATER OOMPANY FRE PRO'i�CT10N: CiiY OF CiJPEATNO 8TORM SEWB�& CRY OF CUPER'tN0 SANRARY SEWEF� CUPBt11N0 8AN�Ti,RY D13TRICT CONTi0l1R� FIELD 8URNEY (NAVD' 20) -1' M�1/N. TOTAL AREIe 0.303 A�REB PRCPOSED NO.OF LATB� 8(4 BFI� LOTS 8 2 OOMMON L078) NEW STNEETNM�E NONE srn�r r�� a cnY oF cu�nNO MoNE �toPOS�� N � � � � �� ,a►�li��:.�_ , »- TENTATIVE MAP CLEO AVENUE PROJECT 4 UNIT RESIDENTIAL SUBDNISION BEING A SUBDM810N OF T1�E REAL PROPEitTY DE� N TFE ar�cro�s o�u oaa�oes�-o�-0� �oo� �s 000u�rr No. a e�oeo�, oN auc3us-r z�, �, iN niE o�ce oF TME �coRU� oF SANTA CLARA COUNTY, AND LYNI(3 BVT�ELY VW1HN 71� CITY OF CUPERTINO �� $ l� CALlFORNIA � 0 � M � N � o� �� Y � �� '� a � �� 0 � ' �� ' s �� d. i j .� � � �� $�� a �� i� _ � NN �s� �� <f5 0� n z � �Z� ��v � > � s � � � � — W � a � Z � O a��Z � F W � O � �"' � � � � C � s+��r � OF ti /� • APN.• 982-31-030 ---- � e o, �` ` 28�.88 R�i = —' � 1 ~ �� ss.sa Nv ALllASI / CFIONG � _.._.�.---- � � �� • (T�ACANT LOT) � � � O � �OODED� PRO,�CT BENqi�AAR1C �0 � 28�r46 INV � �' � S 89° 08' 42" E � � ti � 'l3.84' �d UtU Unea Overheod Utll Lines � � �• I � OH OH O 1 11 � � D�0 2 55 — �`, �o.�s � �M �� Woter � a ' \ k 289.70INV ir rell f � ` ?95 6" DICL Water � � , � w w W w � � LEC3END �� b � � — — PROF�ERTY L!E � � — --�-- — MONIiEPIT f� MOt�lMENT LPE � �° (� � � 5t o G118 LNE � � � � w �� ELSCTRRlAL � �� Y — s — a—r— BAt�AIiY�WERiNH — � -- o-♦o — 810�IiEWERiMi , \ . , � w Pi�. B�( Z ` `. k SCALE IN FEET -- _ d . � a \ �� . a� a ounm � — — 3 �.� � ` 0 10 20 30 40 50 . � � 10' PVC \ �� ` � OHlNEVIMIY �� aa ss ss es � � �� .E�AVENUE 3 � �� ,, °� � � � ��o� ,� � � o �� o ,,�,, -�—�-x� � � N `� ` �� 0 �� M ♦ o � � Matlbox � � � �'� ❑ {RR �iKiATqNCAMROL800! � N ` �o \ �� \ `� � � � WIITER MEIF�i � r _ — — — g \ � ` `� o` GPJ � � tnoww� $� -- --�--- . 'lF- — 4� P � " \ ,��° \ � � �S� � vr�r� vxvE sooc � � . � a � �� `' `'� R Fwwu� � � � � N 47° 16' 03" W � \� o � ,� � \ ,�" �� n � 1$.28 � � / '�\ \ \ �., (� sw e�acoFw�uc � .- � s �, � . � a �c. o \'o. � �.� � ooNC roP oF ooNC� � I APN.• 38z-81-008 CECILIAS'S F.4MILY LIMIT'ED PARTNERSHIP � SINGLE FAMILY RES. � (ONE' STORY) � � A � � � W �* N �� O � � � � 6 (E) GARAOE � �� / � s �� a� �' � * y �' j 'd � �� ( � 6 , �► 80E SI�Oti�l Dfm►N FJISEREt�ti � `� � � � c < + o � � ,` �� , . � TC 7�OP OF dJFi 1 � . �� a �a. I� I +� ��`' � o � y. � �� roP oF w►v� � ` �� '` �i�, ! � \ ; `\`. �, � � . \ �. a,� �. 8� , `\ ,``� � ��'+ ' a`� ' ,�f+�� ` � i r .vv ��—`�3�� 8� � \ � \ � � . � �, sx� '� �ga�� g�� R a ° ,o \ �� . YaR `` � _ pp4 �� q' * :� w \ � � � �, � � \ ♦ �' � +� y t5 N N'8 \` � S �DE.G y� � O I3 6C � r � i � � � � ( � �� _ _ � 1 cb D� n� I � � � �a � �� `.c� �'� � p � � � I I I � ' �� \ � � � � - — � `� � � � � I � � I 3 I \ , � � � '�r c«�a Pacb a ♦ � � q W � � ` � � ` I ' 6 c� '�� ci� �� ` � e� =' 2 � � I ,� � � \ : � � I �� °' 9 o s � � � I � � . W G 1 ree ` �--------------- v � � ``� � c� � � , � k � '9� � �� `` � �19 as.8 T �b'1 • � Z9Q8 Gnd � I �' I / �` �� e � e c�' ; I - � �``�� ,a �� ' � � � � �,S � �s \ � \ � � � ` Tf�% C T lV O 789 � tib \ �� ,`� `° • � � ' k LOT �0 � � , ( � �,a �9 � � �° :�� \ > L � '� � \ ` i � s T 7 � , � ,. \\. , ` � � � a � � . � � �, � l � a�. 2W�.?Z RMA i � d I f �'� \ `�� ` '�` � � � VJ � O � , , I 1 � � •, , p, ,, •, aes.s� iNV j r --- _ _ _ _ .�.l� v � P` �� \ �. \ S �Z° , " � � � j � a ?� ADDITIONAL TOPO SW OF PROPERTY L1NE � O 5� T � �� `�F SC�1LE 1' =10' � Z � � I �' _ 4 r �?.�� = F � � �'"` � Dense Berry Buahsa c#'� '�� `�`' ` *� � � � 1� � O L�J! � x � � � ti�� c�� k �� .�c�� d� � I/ ��'`, M� . � 2o3A6 RIM � Q V V k �• � � � Denae ` �, �a B �� 286Z1 INV � � r x Mult1—Trunk � � ' � i \ �� Blaok Watnut �,�'�� \h x� �� \ �'`,� ��o S 37 ° Z� 17" E � .�, 9 � e I 1 R 0" � d d 1 I 4�� ,�� a o 294 �\ �,�� r /'* °` •� � � � 7.39 � A � 0 0 d` 16' 12� b C�`� ,��Q p' \,� � �� "' _' — — � _ � _ TO BE �r 7 � � 1 � � ,�,� �a � � �� `7 SHEET � _ - � ' �� •Y � � ` � . t E Con ete Pane a 4 �� ( N'°=d _� _�.� ��` �� oF 14_Tre o � wn R `w. A c � -� �r j T SEE ABOVE FOR , A � DDIT , IO w WAL 1 sH�s _ _� �. .� �� T � _ _ _� � .� �� _ ._� _ �� _� � � _ - _... � �IG '• 1 .V� .�1 � / n'� � \ �.\ ?. . 1� I�rVt7�V'\r[7�V �,V'L�I1�� DRAINNO N0. �°' ` 284.98 RIM ----�� . , '� -i - ~ �� , '� �A8.63 INV (E) ONSITE GRADINQ NOZES �,/ �-eeroC \ \. O �. HOODED INLET � � � e Q' Z90.78 TC � PROJBCT BENCFIMARK 7. CONTACT PUBLIC WORKS (408) 777-3104 FOR DRAINAGE AND FlNAL GRADE 17• APPROVAL OF THIS PLAN APPLJES ON�Y Ta 7HE IXCAVATION. � �� \ �� INSPEC'iION, WHICH INCLUDES DRAW LINES AND ROOF DRAINS/DOWNSPWTS. PLACQ�AENT AND COMPACTION OF NA7lJRAL EARTH MA'1ERIALS, AND TO �� 1FiE DRAINAGE AND DRAINAGE INLET STRUCTURES. CON'TRACTORS Z� \ �� y ^ S� OB� 42� E 2• CON7RACTOR IS RESPONSIBLE FOR DUST CON'iROL AND INSURING THE AREA SHALL CONSTRUCT ALL IMPROVEMEN75 TO THE RECOMMENOA710N AND ��i � � � � ADJACENT TO TfiE WORK 1S LEFf tN A CtFAN CONQITION. SPEqFlCAT10NS OF THE SDILS ENGINEER. �� ` �° 13 84' V - �.7tJ.1.7 - D'-�O'''J' 4� rJ6� ��,� wat� L= 21.52' � ir roli f � 6" DICL Watar w w w � 2 - � - 10' PVC � m m .Ea AVE U S,� - o G Mailbox ► i -------------------_� N 47° 98' 03" W- 18.28' APJV .962,�1-�13 C�IAS3FAMQ�Y LA�T�PARTN�.4fLlP S�FAAlbYRB£ ��' K �rti • 3. T}iE C�NTRACTOR SHALL REVIEW STD. DETAIL 6-4 ON 7REE PROTECTION 16. THE CONTRACTOR 15 RESPONSIBIE FOR DEIERMINiNG THE AMOUNT OF �V PRIOR TO ACCOMPLJSHING ANY WORiC OR REMOVING ANY TREES. ENGINEERm FILL IMPORT MATERIAL THAT IS TO BE REQUIRED, ANO IS � Ovefiead Utll Llnea � ALSO RE5PON51BLE FOR DEIERMINING 1HE AMOUNT OF EXCESS D(PORT $ �• ry p � 4. UTIUZE BEST MANAGEMENT PRACTlCES (Bh6P'S), AS REQUIRED BY THE STATE MA7ERIAL THAT MAY BE REQUIRm TO 8E REMOVED FROM THE S1TE. - K • ADJU$TTOORADE WA'!ER RESOURCES CON'iROL BOARD, FOR ANY ACIIVITY, NMICH DISTURBS SQIL TME EN�INEER A5SUME5 NO RESPONSIBIUTY FOR E511MAlED EARZIi 2�'J.46(E�RIM WORK SHOWN HEREON. ACIIJAL EARTHWORK QUANTITIES MAY VARY �• a � 5. ALL ROOF DRAINS AND/OR DOWN SPOUTS SHALL BE DRAINm SHEET FLOW DUE lU 51TE CONDITIONS AND MATERIAL SPECIFICATIONS. R �g,�p ��y N 2R AWAY FROM 1HE BUILDING AND MAYBE COLLFCTED BY DFtAINAGE INLET 1B, qLL IXISTING CONICRETE SIDEWALK AND CURB AND GUTTER BROKEN OR CANNECTED TO PUBUC STORM DRAIN FACILITY. IF AND ONLY IF THE DRAINAGE w IS IN THE HILLSIDE AREA CAN THE WAIER BE DIRECTLY CONNEC7ED TO Ti�IE DAMAfim DURIN(3 CONSTRUC110N SHALL BE REMOVED AND REPLACED TO � � PUBUC STORM DRAIN. 'fHE 5ATISFAC710N OF THE CITY ENGINEER. \ � � � � �� B 20, ALL CONTRACTORS WILL BE RESPONSIBLE FOR THE VERIFlCA�ION OF a ' a ��' ry9 6- ROUGH PAD SHALL BE GRADED TO PLUS OR MINUS 0.10' OF DESIRED LOCATIONS OF ALL EXISTING U11UT1ES IN THE FlELD. ALL � x �',��'' PAD ELEVATION AND WITNIN 0.06' OF LEVEI» � � � $� CONIRACTORS SHALL CALL UNDERGROUND SERVICE ALERT (U.S.A.} � --�- � � ,�p � 7. ALL CONIRACTORS WILL BE RESPON518LE FOR THE VERIFlCAl10NS OF (� 1-800-842-2444) 48 HOURS BEFORE DIGGWG. EXCAVATION FOR DEPTH AND LOCAl10NS OF ALL EXISTING U11lJT1ES IN THE FIELD. UNDEROROUND FACIUTIES SHALL NOT BE PERNITTED PRIQR TO f \� e�� ry� UTIUTY DATA MAY BE INCOMPLEIE AND LOCA'�ONS SHOWN ON PLANS CONTACIING UNDERGROUND SERVlCE ALERT. UNOER NO CIRCUNSTANCES � � � �1► �,� �p,:s A �j SCALE IN FEET ARE APPROXIMA7E AND FOR GENERAL INFORMAl10N ONLY. WILL IXCAVATION COMMENCE BEFORE BONG ISSUED AN IDEN�IFICAl10N � �� ,\ �, Z' C2 v� NUMBER FROM U.S.A. (SECTION 4210.1 OF THE GOVERNMENT CODE). 0 10 20 , S. All GRADING AND EARTHWORK SHALL BE DONE IN ACCORDANCE NITH THE a1� `� �' � g � SPECIFlCA710NS AND RECOMMENDA710NS IN THE SOILS REPORT PREPARED 8Y 21. DEPTH OF OVER EXCAVATION NALL 8E DETERMINED IN 1HE FlELD BY � , G � . � T. MAKDISSY CONSlILT1NG, INC., 18228 SEEBREE LANE, MON1E SFRENO SO1LS ENGINEER. � � G G CALJFORNIA 95030, (408) 857-0310, PROJECT No. E1227-1, DATED FEBRUARY ` g � k ;l� � �� , ��, � 4, 2011 AND SHALL BE DONE UNDER THE SIiPERV1510N OF 'TFiE PROJECT SQILS 22• L4YOUT NOTE: � ENGINEER. \ \� `� � �� a �� ! VERIFY EXACT LOCATION AND OIMENSIONS OF PROPOSED DRIVEWAY, 'O \ � � �' ,�� `� 9. THE CONIRACTOR SHALL WORK WITH 501LS ENGINEER TO DETERMINE IF PARKING AREAS, WALKS, RAMPS AND PAT10 AREAS W/ARCHITECT WN \ � J t�l THE STRIPPING MATERIAL IS SUITABLE FOR LANDSCAPE USE. IF THE AND/OR OWNER PRIOR TO START OF WORK. �� t �� \ yC� � MATERIAL IS NOT SUITABLE OR IS IN IXCESS, TtiE CONTRACTOR IS - � � �; CZ � gy RESPONSIBLE FOR DISPOSING OF ALL S1R{PING OFFSITE. FlRE DEPT NOTES � E � � � � $ L k ' � 5TRIPPING SUITABIE AS TOPSOIL SHALL BE STOCKPiLED AT OWNER'S o�� o \� �� e� q� �,9�`' 15� � DlRECT10N. �. FlRE SPRINKLERS REqUfRED: IN ALL NEW ONE- AND 1w0-FAMILY DWELLJNGS. NO1E: COVERED � � � � � �. ��c• PORC4iES, PATIOS, BALCONfES, AND ATT1C SPACES MAY REQUIRE FlRE SPRINKLER COVERAGE �°� ,� �a � ;� y �� 10. ANY [MPOR7ED FlLL 41AZERIAL SHALL BE APPROVED BY ZHE SOlLS A STATE OF CAUFORNIA LJCENSED (C-16) FlRE PR07EC110N CONTRACTOR SHALL SUBMIT ° q� .3 ' 1� ENGINEER PRIOR TO BONG OEUVERm TO THE 51TE. PLANS, CALCULA110N5, A COMPLEfE PERMtT APPLICATION AND APPROPRIATE FEES TO THIS � �� , ` �, ,�► Tl' � '8 • � �� DEPARTMETIT FOR REVIEW AND APPROVAL PRIOR TO BEGINNiNG 1}iEIR WORK. CRC SEC. � � 11. THE CONTRACTOR SHALL PROVIDE WATER FOR DUST CONTROL AND EARTH R313.2 AS ADOPTED AND AMENDED BY CUPMC � � �� , COMPACTiON. THE CONIRAC�OR WILL BE RESPON518LE FOR ANY DAMAGE � �� (� �� i I ��g4 ��' � OR COMPLAfNTS DUE TO DUST CAUSm BY HIS OPERA710N. 2• POTABLE WATER SUPPLIES SHALL BE PROlECTED FROM CONTAMINATION CAUSED BY FlRE � � `s �� o• (� PROTECTION WATER SUPPLIES. IT 15 - fHE RESPONSIBIUIY OF T}IE APPLICANT AND ANY � WNTRACTORS AND SUBCONTRACTORS TO CONTACT ?}1E WATER PURVEYJR SUPPLYING 1HE SITE � � L�� 12. ALL CUT AND FILL SLOPES AT TIiE BOUNDARY LINES �iALL BE � e- \ �' � CONSTRUC'iED IN SUCH A MANNER 'THAT ADJACENT FENCES OR WALLS WILL � SUCH PROJECT, AND TO COMPLY WIlH 7}1E REQUIREMENTS OF TF{AT PURVEYOR. SUCH � REqUiREAiIIQVTS SHALL BE INCORPORATED INTO 'THE DESIGN OF ANY WA1ER-BASED FlRE � 4 �� (S1 NOT BE DAMAf�D. NO CONSTRUCTION WILL BE PERMIT'1ED WIININ 0.5 FEET EA � PROTECTION SY51Ea�t5, AND/OR FlRE SUPPRESSION WATER SUPPLY SY5IEMS OR STORAGE �' o N d � j/� � AC P VEA�ENT �'a` �� t� � OF FENCES OR WALLS W!'THOUT PRIOR APPROVAL. CONTAINERS THAT MAY BE PHY5ICALLY CONNECTED IN ANY MANNER TO AN APPLIANCE CAPABLE � a��" �.��, � a '� ON S� a' Z AB� � r - � 13. EROSIONS CONIROL: ALL 410UNDING AND AREAS SUBJECT TO ER0510N �F CAUSING CONTAMINATtON OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF RECORD. 5 � � FINAL APPROVAL OF 1HE SY5TEh1 S UNDER CONSIDERATION WIIL NOT 6E GRANTED BY 'fHIS � s 'e� �� '8 � ti�• O SHALL BE LANDSCAPED WiTH EROSION CONTROL PLANIING AS PER �) r � I .0 � �O. G� C/ LANDSCAPE ARCNITECT PLANS. OFFICE UNT1L COMPUANCE WITH THE REpUIREMENTS OF THE WAl'ER PURVEYOR OF RECORD ARE �' _� o�` � ��► � DOCUMENTED BY THAT PURVEYOR AS HAVING BEEN MET BY 1}iE APPUCANT(S). 2007 CFC SEC. 1 7 �" (E) tiARAGE �� 9 ?x� ��'� 94.58 �� \ � �,o � � 14. THIS QRADING PLAN ILLUSTRATES THE PROPOSED GRADING FOR T}tE 903.3.5 AND HEALTH AND SAFETY COQE 13114.7 �� `'�". \I � �+ PROJECT. FlNISH DRAINAGE SWALES AND DRAINAGE INLE15 HAVE BEEN S 3. PREMISES IDEN71FlCA110N: APPROVED NUMBERS OR ADDRESSES SHALL BE PLACm ON ALL NEW `��, � � INDICA'fED HEREON AND MUST BE fNCORPORATED INTO 7HE FlNAL AND DQSTING BUILDINGS IN SUCH A POSfTtON AS TQ 8E PUIINLY VISIBLE AND LEGIBLE FROM � � A \ 27G '� � � UWDSCAPE GRADING. fT SHALL BE THE RESPONSIBtUTY OF THE 7}{E STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL BE CONTRAST WITH THE1R � � � � � �, • OWNER AND HIS DESIGNATED CONTRACTOR(S) TO INSURE THAT THESE /1 •. •\ g' k � � BACKGROUND. CFC SEC. 505 � VNLUT 3 •�\ °j y � � a� � DRAINAGE SWALES AND INLETS ARE CONSTRUCIED AND ARE N�T � � 8 OBSTRUCTED 8Y PLANTERS, SIDEWAUCS, PAVING OR SIMMR C2 g 2 � �� .� � � CZ INSTALLA110NS. ANY PERMANENT SURFACING StJCH AS SIpEWALKS AND LEGEND ,� � j -� �p �' � ' ASPHALT PAVING SHALL BE CONS1RUCTED WI111 APPROPRIA'TE SWAIF.S TO � ��" � BW BJ4CKOFYVNJC -�- -SS- BANR/1KIr8E11Y6i �� , \ ACCOMMODA'fE DRAINAGE. � � ^ 295.69 TC A' �, �� .10 FL = i r ��' � 295.19 1P g 5`' � 15, PIPELINES WHICH ARE TO BE ABANDONm SHALI BE REMOVED BY -so- -so- gppqMB�R �� 9 �• g'L �p,� �A CONTRACTOR IF 1}iE OWNER'S SOILS ENGINEER SO REQUIRES. IF � FN�HROOR � � `ti ry �b• 1.5 _ I �`�' � � k ALLOWED TU REMAIN, ALL OPEN ENDS, HOLES� OR OTHER OPENINGS IN -w- -w- W/��L� <a ��.� � I 'T .A �� B. FG �'� TME PIPELINES 5HALL 6E PLUGGED. 1}iE COST OF PLUGGING 5liALL BE FG FNIBHOItADE � INCLUDED IN THE CONTRACT PRICE FOR THE GRADING ITEMS. -�- - ��,� � � I �.5 � a ( Ft �,o�wu►� � � � (E) PA110 � 3 �p \ 16. ALL CONIRACTORS ARE TO OBTAIN THEIR RESPECTIVE PERMITS FROM � � • THE AGENqES HAVING JURISDIC'�ON OVER THEIR WORK AND SHALL � �8�� -Q -� �`� �2� � ___- 1 ' 295.25 TC � $� ADVISE THE AGENCY 48 HOURS PRIQR TO STARIING WQRK. �' - -- - - -- --- - � � FG � 294.75 FL . �� GND l3ROlJPD -oH- --ai- 0'1lERHEAD Q W t> 1 B, 3TRUCTION NOTES `��, ��'� �e• � r� � ,� ' . '° � Zes.2 �\ � s/c s�wouracao►fa� a w �� 'L v i � gP T T� � � F � .'y . , . � $ TC TOP OF OIAi , � �. l�(!l 2 a OONSTRUCT 3TD CITY DRIVEWAY APPROACH � � i .' : e _�' 2 Z UNITA ` w S� C ToC 'roPOF OOMd�tE O I�SANrrAFiYMi C2 s LOT 1� � G .. ?9 S �? p �'� FF 2��dT � 8.4� F �� 1P � oF �►v�xr OO (b7 eT�11� WA7fR SERV{CE BY SAN JOSE WA'IER COA�MIY a UMI�D � � � PAD296�T e � 9� 4.80 FL R + DFPRESS WR8 PER aETaL 4 � � /�p � �'� � � � FL F1.OW I.AiE � CLFJ1NOtJt � ^ 6 . . e '� '7 �L � . •. . . 3 WNSiRUCT (N) MASONRY WALL. MATCH (E� WALL / o = - Q , . . � ., ry F� � � � 2�� (� . .��:, . ',;- .: ��v��rou� C2 � c��o�r > �� . - � g SEE STRUC7tlRAt. PLANS FOR DETAILS g�O .� • � ` , �' � \ a $��'� �� 265.b7 NV (Ej af7NwNO w�u -8� � � PROVIDE QEfPER FOUPDATtON FOOTNIG ln 298.00 �L � �'� { � �R BTRUCTURA� PuW9 POR oETl1i.8 � (El HOODEO QaE� ACCOMODA'fE LOWER FlNISH GRIIDE AT BAqC OF UNIT. � - HP I ,', , "' � 1 ��j `i `- � ' . � • k ,dP S �? CONCRETE qJlB �.�: � a � REPLACE (E� FENCE CONSTRUCT (N) WI�OD FENCE ON I � ••••, � - �� f ' w \ � � � � ,�� *�� Ci2 . ��,. � � � � I�TNNiNO WALL (8' 7�0 18' MAX HIOH). SEE STRUC1URHl i � � � i PORC � � G � � � ' • Q ,�' � � � •. . : CONCC� i DUi'1FIi � ? z 0 PLANS FOR DETAILS � 295 � s? F _ � . ..r �o' y � •�� - C2 � �1J Z ,�' I FG 0� � � ORCH ^ 296.42 P \ � \� �� Q \� � '� �� sO � +^ �rq�qr�' , � t�i �: DBCOMP06EDOW1lYiEYlY1LKY111Y �TIi�TOlERBIOM� S � O `b ,�' ��T � 296. 0 T ,� � �;�:t.r��:,.:av � LL UMl C x �' � �� oo . �.."'' � + � 293.9e RNN (E� s� uwosc� �.�►r�e Foao�iu.s (� p � ,' � �' ,� FF 2�9.BD 9g� • � �'�+ ,• °' �� Z86Z7 INV �"' i �\ � �,�� , � �, \� �;�� , \ � � P�►n 2�00 � LOT 4 ti �� a � s, rF � � � � � + � � � , L - - � � � � • C = T' ' � > . L - � � j �L � � I �� s G '� � 1 '` 'L� 4 �,` � � � � � S 37 2 � 17" E ' ES?1MATED EARTHWORK �� 7 �� _ �° h F Trun �rB y �b� v, �,��T� e � � 17.39 cur 3o ctr � � �p^ � ��"��b ��S'�rd ��a � ��_----- � 4� _Blaak Walnu _ � � �� .50 b � � �N , // \ � � � °i k � R �y -�-- - �'�� ------ �^' �'�� q . � sax 2 �' � 380 CY � 1 �_ 1 . . -- -�----- ----- '� s � � r - -- -�-------- � ( �� -- � � \ � � �,� � ��o L�d ti 'a � IMPORT 3S0 CY ske�r � j � � 1 r - L - - --�--- - - -.. _. � � , - , _. r - - - - ��.- � �" - _ � ._. ° - - - � �� 42" W ; 167.83' S � I � .o �.% ��ti. �.� �. . - -- - . �. ' SEE NOTE 19Ae0�VE �.�. z � g� �=,r�• crw} � � � --� b � � '. .��,�\�,�� • �� ': ' � >d ►. �' . � . �D� ��M CONCRETE VERTiCAL CURB 1 �vo scuE C2 v�r. uP IA3E, CL2 2 C2 1�4' PVART. LIP (TYP.) CLA33 A PCC PL � CONC VERT CURB � R�yy� (N) WOOD FENCE W/ 12" HIGH RETAINING WALL � CONC CURB 2 SEE STRUCTURAL PLANS FOR DETAILS I & GUTTER c2 i � e , {E) CONC SOUND WALL I z= � 1 � ,.� .;. _ .,, ' �� (E) GND . ;.� :'�:.' 2.5 AC ON 8.5" CL. 2 AGG. BASE !y I PL 8ECTION A-,A I N0 � ) WOOD FENCE W/ 18" HIGH i :TAINING WALL � E STRUCTURAL PLANS FOR DETAILS�i CONC VERT CURB �� e• te� � � . r- ..� - • �;�;� • ' �1i i i��i'. , � . . -. , - VALLEY GUTTER No scauE � � W W c� � a Q z � � � 3 � ❑ � I 3 C2 (E) CONC SOUND WALL � p� � 2.5" AC ON 8.5' CL. 2 AGG. BASE -' I ; (N) WOOD FENCE W/ 18" HIGH SECT�ON B$ � I RETAINING WALL � � 5EE STRUCTURAL PLANS FOR DETAILS Np gC�LL,F W ' ¢ w Q Z J � ; (N) RESIDENT1A� BLDG 4 8" MIN (TYP) (N) SIDEWAIK (N) RESIDENTIAL 8" MiN (TYP) ° N N I . . , . � BLDG 1 I � '� �� ' h .�• ..�,. Y. �.:� ..'. . �. �_ � 1 � �. r ". � � , �� • :. �. : ;�� ' .•�.' I � ` 1 "•• . ��. \ \ / ♦ / . • � 1• ♦ \ �� . � � �i I , . DRAINAGE SWALE � • ,� ,� , , •..., - - - - �. � � ` � . ,_ �. i �'� ' _~_ __ - - _ '_ __' z (E)GND� � ---_.._. _____- ---------� -- .�L � i �. ID s .� , . i• 8ECTION GC "o "c�`F 36 �� ' � �� --- __ _.Y f 1� I � � � � � � � I 12 0 � I L_______ ��_^^___�.__....____�___J � BOTTOM OF CURB � 0 N� r V N � O N DEPRE83ED CURB DETAIL 4 'o„ No scA�E C �'„ �n a� � �� 0 � � � �� fER Yi ��` u' � ybo � � �a � ��► � 1 ° , ° 7 ��' �� ^�� i �� '� N N'B � �� Z W2 � ��V � > � � g ��o� �� -� � O a��= � (E) CONC SOUND WALL � �a�� C � �� 2 � 2 Sff� DRAWINQ N0. CLASS A ON81TE CONC. CURB AND GUT:"ER No scau.e I I _E� AVENU� I \`` \`` \ \ i ~ � � \```\`` \``\\`` \ `� `�� . � � �� `.� � , , ,- � � ��,. . ,- �. � �� , , �,, �,, . �\```` �````\ �` �` 20' wide entry �-- �� ` � �� . � �� TRACT NO 789 � �� , ��,, �,, . � � �� . , . . , . , . � � �� , - � , ��. �, ��o '��,, '��, ., � ,,, . � �. . d� , . � rn `. � \ ° ```` ````• i N `�`� �`�� . �, ., , i `.` � � , _ � �� , � � i � � \ i i � I � i \ i � 2 i � I 3 � � � i i � 4 i i � � i I i i I � o � I ° o 30' RADIUS 20' wide drive ``�`. `�� \. . `\ `� � \ . ` `. � �.� ��` . `�� `� �\� . � \ \� � ��', `,, o � . . o �, �, � N \ `�� ` i s� �� O � � �'s 24' wide aisle 8 Parking Spots . \ `` \ � .� � \` \ .� � `. . . \ �` �`. . �� ` � � ``�� ``� . � . � / �� ``��\� / �/ ^ `��. ``�' —'—� � ' I � i � i LOT 7 f � � i � 0 i Unit D E ° 0 � ��4 ! � � I I I � i 4' Setback �-� � do __��_ o � � o � i ,� � o, 1 �M � .d � o � � LOT 1 � °� � � � I � � � I /# � � � LOT 3 � 0 , o I� i : l `t��.� �. � � e� �, ,. \,� t `?�! \ � `� /� /!�� , `� " �� 1 i� �� I .�. � , ��i � � 'c i:� _� _; , \� f. �� . .�` �`` � LO�, 2�' ;� .� . �`. `. . �� '�, `. . . � `. � .� � *� \� .� �� , / � � Slte Unit 1= 1009 sf x 2 units Unit 2= 972 sf x 2 unit Tota 1= 4 u n its Parking = 8 stalis total 2 stalis / unit o ia� zo� N FIRE DEPT. NOTES 1. FIRE SPRINKLERS REQUIRED: IN ALL NEW ONE AND TWO FAMILY DWELLINGS, NOTE: COVERED PORCHES, PATI05, BALCONIES, AND ATTIC SPACES MAY REQUIRE FIRE SPRINKLER COVERAGE. A STATE OF CALIFORNIA LICENSED (C-16) FIRE PROTECTION CONTRACTOR SHALL SUBMR PLANS, CALCULATIONS, A COMPLETED PERMIT APPLICATION AND APPROPRIATE FEES TO TNIS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO BEGINNING THQR WORK. CRC SEC. R313.2 AS ADOPTETD AND AMENDED BY CUPMC. 2. POTABLE WATER SUPPLtES SHALL BE PROTKTED FROM CONTAMINA7ION CAUSED BY FIRE PROTECTION WATER SUPPLIES. II' IS T1iE RESPONSIBILITY OF THE APPLICANTAND ANY CONTRACTOR5 AND SUBCONTRACTORS TO CONTACT THE WATER PURVEYOR SUPPLYING THE SITE OF SUCH PRQJECT, ANO TO COMPLY WITH TFtE REQUIREMENTS OF THAT PURVEYOR. SUCH REQUIREMENTS SHALL BE INCORPORATED INTO TI1E DESIGM OF ANY WATER BASED F7RE PROTECTION SYSTEMS, AND/OR FIRE SUPPRESSION WATER SUPPLY SYSTEMS OR STORAGE CONTAINERS THAT MAYBE PHYSICALLY CONNECTED IN ANY MANNER TO AN APPL[ANCE CAPABLE OF CAUSING CONTAMINATION OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF RECQRD. FINAL APPROVAL OF THE SYSTEM(S) UNDER CdNSIDERATION WILL NOT BE GRANTED BY THIS 1�.5 Easement OFFICE UNTiL COMPLIANCE WIfH THE REQUIRFMENTS OF THE WATER PURVEYOR OF RECORD ARE ROCUMENTED BY THAT PURVEYOR AS NAVING BEEN MEf BY THE APPLICANT(S). 2007 CRC SEC. 903.3.5 .� AND HEALTH AND SAFfEY CODE 13114.7 ,� � ��.� �� 3. PREMISES INDENTIFICATION: APPROVED NUMBERS `. OR ADDRESSES SHRLL BE PLACED ON ALL NEW AND �`�` �` FJQSTING BUILDINGS IN SUCH A POSIfIQN AS TO BE � PLAINLY VISIBLE AND LEFIBLE FROM THE STREET OR �`.� �� \� ROAD FftONT1NG THE PROPERTY. NUMBERS SHALL `�` `.� � CONTRAST W1T11 THEIR BACKGROUND, CFC SEC. 505 ` `. �` �. � � .``\` �``` ` - __S�mm�n Ar ' '��`, � — � �, � � �� . ,, , ��_ ' m ~ \ `� O `� `� � � (� � � \ ` \` . � � ` `\ � x � -- � -� - ;�� g � g � Unit B (� ° � � ` � �;�� 3 1� ` ` �, 0 0 � LOT 4 � �_ , � _� �'� � �� i o C o m �'t� o.� A r e a � '� �. �- , \ � � . '� � � _ �\ Architectura! Site Plan V � � _ �' M � M � O ^� L .-� � � OD � � � � °' E- � ' cl � a �� 0 � V � N P7 �..� o� 0 ' N � o � � 0 � N � � .� 0 .� � �.. 0 ,� � a. u � � � � � �, 3 0 � e z � � .� C � L 0 W "— � � V � ` � C o� L W °' a J � V U � �(Y-A� Second Floor � � 4� 8 lfi �� :� � � � m � � N � � N 0 � N � 2(?'-8" 16'-7 S�' 1Q'-10' Y-10' 3'-G 3'-9` T-T 2 SH � 4036 SL Fti• !14\\;;.`i�. � 00 �--- Pdr. � - / � N � , KItCf19� \ :... ... ........:: � �� c . �,� i ; ... st .�ir. ...: i I — r > �ining � �-0�X� 0�� Livin 9' 'tic13'- " {3) 2 SH g-r e�-r �s r �-� 4'-6' �o r� � � coat � � � a� . � � � � � � � E. � � � Porch I � � � I � s-w� 4'�' First Floor Plan 1 2 Bedrooms 1-1/2 Bath 1,009 sf V C � � M � M +-�1 � � L .1 � � ao � � �' � � � � C C � �� V � 0 � ._ V � f'V M � O '"� O . N ao o � � o �, N 1p � �# � 0 .,.., �► c 0 � � a u c ° u � � � � . 0 � 0 z W � -� V C z L O W ``_ � `� U Q ` 0 c � �-' L w � � _...! � V U Material List: Roof: Composition Roof Walls: Hardie Lap Siding Hardie Shingle Siding Trims: 2X4 Wood Trim Accents: Trim Gable Treatment Section Left Elevation Rear Elevation Plan 1 Exterior Elevations � 41 8' 16, 39 Front Elevation Right Elevation V C � Q K , r� M N � �„� f�'1 �..� 0 [V O '"'� O • ' N L ,-i °� � � o � � �� N � � � � � � � � � � .� � ° c � Q� �. � V � O � V � � 0 � _ � a u c u � �a � � � �3 L 0 a� 0 z W � z W � Q 0 � J U � � � 0 � � V . O c � L � � � V � 9(Y.A■ � a � V C � � M � M ri O ^� L � V � C�D � � 'a' V � � Y O C � � Q � V � O � ._ V n N M ,..� O r "� c ' N 00 O � r-I O � N �p � � .a O .,..,, � � 0 � � � o. u c u � io � � � .� � 0 � 0 z T t Second Floor 0 4` 8' 16' � � 1 40 First Floor Pla n 1 Alt 2 Bedrooms 1-1/2 Bath 1,009 Sf � z w � Q 0 � � U � C � 0 � � V ► 0 c � L � Q. � V Materia! List: Roof: Composition Roof Walls: Hardie Lap Siding Hardie Shingle Siding Trims: 2X4 Wood Trim Accents: Tr�m Gable Treatment Secfiion Left Elevation Rear Elevation Plan 1 Alt Exterior Elevations 0 4' 8' 16' Front Elevation Right Elevation f U C � C]. �, � M �i O N L � � � � �- � � C� °' � Y 0 c � � Q � V � O � CV � N fr'1 .. O `'� 0 ' N 00 � O � � o� N tC � � .� 0 .,._, � � 0 � � a u c 0 v � �o � � � 3 L 0 a� � 0 z W � z W � Q 0 W J U � � 0 � � V . 0 c � � � � � V � � 7T_7 Second Floor 0 4` 8' 16' � � zr-r �-a• w�,o� I — — — — — — ,_......,, ................ ,.�..,�r:.::....::,v ., n �< O O �� pan � SL. GL. DR. TEMP. � �` r � I -- � J � Q Kitchen inin Q Q � � � � N _ � 3� '-6"x1o� • - � , �` ti�cd�t - ��. Living 5'-10'x12'-2 (3) 2 SH 4'-6' 4'-5' g_,o. is�-a. ., :,. � � ' � � � z-a� z-r a�� f-a° 4'�" 8-8' �-s� �-r �� 2T-2' First Floor Pla n 2 2 Bedrooms 1-1/2 Bath 972sf 42 � � � � � tv � fi � � a- � r V C � . �. c�, = M � O ^� L .-� � � m � � '`. V � � Y 0 c '� � d � V � O � V � N M ...� O '"� 0 ' N ao o � � o �, N �O � � � O .,..� � C O � � a u c u � io � � � .� � ui 0 z � � .� C z �— O W "- � � V '� , 0 c o� L W °' a J � V U � Material List: Roof: Composition Roof Walls: Hardie Lap Siding Trims: 2X4 Wood Trim Accents: Trim Gable Treatment Section Left Elevation Rear Elevation Plan 2 Exterior Elevations 0 4' 8' 16` Front Elevation Right Elevation v � � ^ � �i. M I _ � I .--1 O N L ,--1 t� "' � �- � � � °' H Y 0 c � ^, �/ 0. � V � O .�; ._ V n N C�1 �..� O `"� 0 ' N � � O � � o� N �C f � .� Q .,.., �. � 0 � _ � a U C ° u a � � �, � 3 L 0 a� 0 z W � z W � Q 0 � J U � � � 0 � � V � 0 c � L � � � V .EGEND ��1 � IXISTIN� TREE TO BE REMOVED (SEE PLAN FOR TYPE AND SIZE) � � � CONCRETE PAVING / WALFCWAYS O, '� •o'� ° BARK MULCH {FUTURE COMMUNIIY GARDEN OR PLAYAREA) ., t,bt�b .-q �--v WO�D FENCES AND GATES, 6 FEET HtGH V 'RELlMINARY PLANT LIST o�: LL PLANTS 3ifOY.'N fN BOLD lTALICS ARE CAlJFORN/A NATNES ALL OTNER PLANTS ARE NATURAL/ZED ND LQW WATER-USF PLAIYTS. :EY BOTANICAUCOMMON NAME SIZE REES: p ACER MACROPHYLLUM (BlGLEAF MAPL� 24' BOX LOPHOSTEMON CONFERTUS (BRISBANE BOX) 15 GAL. PYRUS CALLERYANA'ARISTOCRAT' (ARISTOCRAT PEAR) 24' BOX HRUBS & GROUND COVER ARCTOSTAPHYLOS WA-!lRSI (BEARBERRI� 1 GAL. ARCTOSTAPHYLOS DENSIFLORA 'HOWARD MCM/NN' (MANZANITA) 5 GAL ARMEf2lA MARITIMA (SEA THRIF'T) � Gq�„ C,4RDCBARBERAE (SANTA BARBARA SEDQEJ 1 fs',qL, CISTUS CRISPUS (ROCI�tOSE) 1 GAL. FESTUCA GL4I/CA (COMMON BLUE FES4'UL� 1 QqL, GAZANIA HYBRID (CLUMPING GAZANIA-WHITE) 1 GAL. MYRJCA CAUFORNICA (PAC/FlC WAX 1NYRTLE� 5 GAL. PHORMUIM HYBRID'DAZZLER' (HYBRID FLAXj 5 GAL. SALVIA LEUCOPHYLLA (PURPLE SAGE) 5 GAL. �OTES WATER EFFICIENCY LANDSCAPE.ORDINANCE: THE 1RRIGATION /WD PLANTING DE51GN FOR TNIS PROJECT WILL CONFORM TO THE CITY OF CUPERTINO AND THE STATE OF CALIFORNiA "WATER EFFICIENCY LANDSCAPE ORDINANCE". TOPSOIL ! HORTICULTURAL 301L3 TESTS: ALL PLANTiNG AREAS SHALL RECENE A MINIMUM 6" LAYER OF NON-COMPACTED TOPSOIL. HORTICULTURAL SOILS TESTING WILL BE PERF�RMED PRIOR T� PREPARATION OF THE CONSTRUCTION DOCUMENTS AND WILL BE INCORPORATED tNTO THE "LANDSCAPE 501L PREPARATION" SPECIFICATION AND WILL INCLUDE RECOMMENOATIONS FOR TOPSOIL AND AMENDMENT AND FERTILIZER (NCORPORATiON. TURF AREAS: TURF AREA WILL NOT EXCEED 25% flF THE TOTAL LANDSCAPE AREA OR 1,250 SF. ALL PORTIONS OF TURF AREAS ARE WIDER THAN B FEET. TURF IS LIMITED TO SL�PES THAT DO NOT EXCEED15%. NCN-TURF AREA3: AT LEAST 80°� OF THE NON-TURF AREAS SHALL CONSIST OF NATIVE OR LOW-WATER USE PLANTS. HYDROZONE3: PLANTS WITH S�MILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES. EACH HYDR�ZONE SHALL BE CONTROLLED BY A SEPARATE VALVE. IRRIGATION SYSTEM: SYSTEM SHALL BE DE5IGNED AND MAINTAINED T� MINIMIZE WATER WASTE. LOW-VOLUME IRRIGATION SHALL 8E UTILIZEO IN NON-TURF AREAS. IRRIGATION SFIALL ONLY OCCUR BETWEEN THE HOURS OF 8:00 PM AND 10:00 AM. RECYCLED BARK MULCH: ALL PLANTING AREAS WILL REGEIVE A MINIMUM 2' LAYER OF RECYCLED BARK MULCH. 'REE REMOVAL & REPLACEMENT tEES TO BE REMOVED: \ / (N) WATER METERS, SEE CIVIL DRWG'S. (N) RETAINING WALL SEE CIViL DRWG'S. FLOWER[NG ACCENT TREES LANDSCAPE 3CREEN FOR 3ECOND FLOOR WINDOW3 44 WATER BUDGET ESTIMATE MAWA: Ma�cimum Applled Water Allowance (galJyear�: (49.4') (0.62) ((0.7 x 2,450 LA} +(0.3 x 0 SLA) }=52,527 galJyear (49.4`) (0.82) �0.3 x 2,4b0 LA) + 0 SLA) = 3Z�158 gaiJyear 0.70 NOTES: 1. Bay-Frlendly Landscape Guidelines: All frrigatlon deslgn and plant selecfions will be in confortnance with the 'Bay-Friendly Lendscape Guidelines. 2. Pervious and Impervious Calculatlons: See Civil Engineers drawings. �'$ -- •. ... ... `,': L�'�'b �`.; •\ � � COMMUNITY GARDENI.. '' �p � ` PLAY AREA � • -'� �'$ �'� .� b � � .� ` �; �;.:,:. � '.�,�„ � , .;�p+� .i y�,, `` ` ��` � �.�=�'L �� ►6 � o� a �`�'�b�� : � 1�'��, ----------- �------- {E) CONC. PANEL WALL �� . . . . � � � �� a ° . 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