Loading...
approved plans R-2017-16_2.pdf � � � I (E) WOOD FENCE m � � � P.U.E. ALONG PROPERTY LINE �-10'-0"� TO REMAIN w � � � 25'-5" 29'-9" � Community De�el p � o � o p e t X X X X X X X X X X X X X - X _--g=_�___ ______ _____= P� n n i ng D iw i s a u p i n � �� I �u��RT�N �.X APP ��� z z i i I � W w w ii . � � � � �� ' � Case # R � 17-16 > � � � o x w � � � '� i�____,� � A��lfC�tio�1 u �e ��� a a J J J 9'-0" " � � (E) POOL a d d �� � � �� 2��_3�� � .xl � � �� � � �� x � � �� � � �� I I � � �� � � �� c�� 12�-���� A �]ro � I B dK : Director 1 S I I II I I II I x �J� z � N M � � �� � � �� MASrEp ��bp00M � �� � � �� I 5'-6" 14'-3" I �� i i �� , x Appr �-�� D t; 07/31 /17 �� ' � " S! rlat re . � ika Poveda I � � �� � � � � W C�) i i i i i �------� i I I � �� g 3'-II" m i i II , � " 6 3 � (E) HOT TUB � C�se EVI Et ge� ; .� ,,, �A11��OOM , , TO BE (E TREE �. x � �� " „ REMOVE (E) CONCRETE ��2�_q�� - - - - - - - - - - - - � III � � `� , , PAVERS IN PARKSTRIP, REMOVED (6" DBH) TO ti N - r-------------------------- II E ---- i i-------------------------- � � TYP. I I REMAIN, TYP. � �X � L � ii ii � " I � I .a A � i i ; ; � dE) A/C UNIT � I -_1 � ° m � � I r/ � x "�' y .�, d, i i " TO REMAIN I ! \? o I v� � Y J � �I� � I �I� I �I I � i . � p� �� �° I�I � � I�I � �� I J .x �", (�! .a o � I I `------%�/ '_ ' � � w' � � �� ii� C�) C�) ii� � �� 13'-2" ili C�) x � i � - - - - - - 7 0 , � � � a I I -4 � ��b p 0 0 M 1 3�b�0 0 M � I I -4 � ,� x � �, � � � ,� �AMI�Y�OOM I x I � � � . � o � ��� ��� � i�i i�i i� 1 8�_3�� I � I � I v o � i i � I x � � � x .y = ii -, ii iii � � ,� o �� '� � � � � � � 3 T� iT \ T� iT li I � I I I I 'x �+ C �� \\ // �� � �� \\ // �� � � I X d �� \ / �� � �� \ / �� I� I � I I I I I � / 1 � / � � LL �� I �� -----� �� �I �� � 'XI ————— ————�_r—�—————JL————— ———� O x I I _ _ _ _ _ _ _ � � � � � � � � � . � � � � � � � .x � � � � � � � � � � � � x JL-------- JL------------- r � I I � I I I �---- � u � ---------- � r------------------- I I I I 54 -6 �� ,� �� � � � � � � I x �� , � �� � � � � � x I �� � � �� � � � � � ��- '� \��y i i i i � i I S � I " �,\ C�) , C�) , , C�) � �; ;�-----� � x I ` 13A11'Ip00M i KITCN�N i i NOOK i i i i i i i I I x � �� I L J i � � J � I I � I I s X i n I . � i i--------------i�l � � x I I I 14 -6 �E---_� i i i i iiii iii i �----� i i i � � C�) iiq �W � I � s �.x C�) F----�' �i ii i i �_ �AUNbf�Y p00M �i� m � �� I I I � E GAS z ��b�00M ' � C�) ��� 7 -4 � ��� �i ii i i ��� ii pOWb�p � � � � s x � � Q � ' — � � � `� ° p00M � TO REMAIN � —�� i =____� 48�_5�� --, � (E) TREE � s . �,� — � , � " — ��\ ----- , li (6 DBH) TO � , , „ , 2� (E) SHED ; ; � REMAIN, TYP. � (E) TREE (, Q O �� �r---�, �i I ii i TO BE REMOVED � � � - - - - - � I . �, (6„ DBH� TO z Q w LC� �____-� ii FU R ii WH �i �i ;; ,' ' _ _ _ _ � I � REMAIN, TYP. w � � [� L-----_-] [------------- LL ---JJ i i �-'� I REMOVE PORTION OF I I • � � Q — — — — — — — — � � __J i (E) FENCE IN CORNER I UPGRADE 0 O U i i --� F---J \ I VISION TRIANGLE I � PANELETO (n J W ii i \ ii i �- - - - - - - - - , „ �� � (E) LANDSCAPE � (N) 200 AMP W � � ^ 8 -0 CLG. HT, TYP. �� ,,' " � O � O z I � � C�� STONE N/ (� ' v J N WALKWAY . I Q � v L.L bINING �OOM 25'-3" � . � 15'-9° C�) . N w W � � �IVINGp00M ��� ��� � �, Q W � � 22'-6" � „ v„ � � Z � U �� \��, 2-CA� GApAG� 22 -10 I �� � I I � I O�-O�� P.U.E. W ' PER TRACT II � " II \ II I 4��X4�� �, N0. 4735 I I � � � � � I CORNER VISION w �, � � CLEARANCE � I I " (�) 19'-5" ' TRIANGLE C�? W � � i i I�OI�CN HATCHED AREA (E) SIDEWALK � s � � i 8�-��� W EDGE OF (E) CURB Q N � 18'-3" 16'-10" i � z � � REMOVE (E) CONCRETE � Q '� � PAVERS IN PARKSTRIP, (E) DRAIN (E) WATER METER z � � � o ' TYP. (E) STREET TREE w o oO o " o � (7" DBH) TO o � � Q o � � REMAIN, TYP. � w X � v o a � o� � � z � 35'-I" 20'-I" I -SEE 6-4 �s � o � o I All �OK� AV�NU� � � ^ � � w � 5 5 � U J .fl � U (n I \I \I l� I� � m o� � c� Z � � N � z Q � (n Z � � J Z Q i � O w � � � ��G�Nb I���7CI�II��ION STREET CENTERLINE �, � � Q (n J �XS� NG ��00�/ b�MO� 1� ON ��/�N Q � � EXISTING 2X4 STUD WALL SCA��� I/�"- I'�O" TO REMAIN EXISTING 2X4 WALL C — — — — — — — — � TO BE DEMOLISHED RAWN MM CHECKED MM �X151�ING /���A C�CU�A�IONS JOB N0. AS N OIE6 A� LOT: 7,965 SF I ISSUED FOR PLANNING B EXISTING LIVING AREA: 2,041 SF DATE 02/02/17 C) EXISTING GARAGE: 453 SF SHEET D) EXISTING PORCH: 50 SF �X 5� NG 51� ��/�N E) TOTAL AREA: B+C= 2,494 SF SCA���� I/8"= I'-O" F.A.R: � (E/A)X100= (2,494/7,965)X100= 31.31� ■ LOT COVERAGE: [(E+D)/A]X100= (2>544/7,965)X100= 31.93� �A�C�� MA� �U��IC WO�KS N01�5 � � � � NEW PRIVACY PROTECTION TREES 2 �E� WOOD FENCE m � � � P.U.E. -SEE SHEET A10 ALONG PROPERTY LINE 0 F F I C E 0 F C 0 U N T Y A S S E S S 0 R S A N T A C L A R A C 0 U N T Y, C A L I F 0 R N I A aooK PAGE p�_p�� TO REMAIN w � � � `( 326 48 1) APPROVAL OF THESE PLANS DOES NOT RELEASE THE ~ N � �° O FREEwP OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY _ _ � Gommunity De�el � �� o � o � � � E� FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR � " " " " " " " " " " " " T - vP�� OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE � o 0 0 0 0 0 0 0 0 0 � �� X Plannin ❑IVIS h c.l II�1 �NEc'� �jp5' OF CONSTRUCTION IMPROVEMENTS, PUBLIC INTEREST � � � � 3q3�\ �fi9, ',, j4.�9 w'�, ' ���ti REQUIRES A MODIFICATION OF/OR A DEPARTURE FROM � 10'-0" .� 358� ' 3 �' � � -' p�� (lX�� THE CITY OF CUPERTINO SPECIFICATION OR THESE . , . �UPERTIN �x APP ��W w w �j � ���o \ 4' �,`� �`1� 2 �1 � . L 1-O" � � � � ,00� � 5 �, N, 3 ', �,'� ,o . i�' I M P R O V E M E N T P L A N S, T H E C I T Y E N G I N E E R S H A L L H A V E . " { � o 0 0 ��, 6 -� >� 4 �, 698� 1 50 05�� jp5�� � THE AUTHORITY TO RE UIRE SUCH MODIFICATION OR �. �. � �_ � � �aSE' # �. �x R-2017-� 6 w �, ; ; 4 9 9 •� � o� J F � \ 1 � � � O X X y� ', � �� N'�, ��m p5;0 /p52o �E• � ° D E P A R T U R E A N D T O S P E C I F Y T H E M A N N E R I N W H I C H T H E � �O, � . � Z Z , N, s ,o i A jp97 ��'' , I A��ltC�tio�1 u �e ��} Z Z 0' ` `n� j05o, 33p5 44.98 �; SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF . x ". �x J J � '� 8 ,o`P\ � \ 1p540 ,.\� �� 68� '1p55o / bg93 � ' . . ��i_�u , a a a p THE OWNER AND/OR CONTRACTOR. E P O O L / ��➢ V 0 42� � � \ `,G� //- ���`i�`pl ,o�py^o�1ry�p56��(4or;�o10 �p52' S� .39 o1�I1 40 , ' X App r o . B o dy: D i r e c t o r 1 S N M ` /��� ,�9� ° � ,�39 ; . � " 72 , ,< 2) CONTACT CITY PUBLIC WORKS, (408) 777-3104, FOR � . . , z � 75.33__i--- s�� � � 33 � 4�` 0 4ZS219 12573 47 INSPECTION OF GRADING, STORM DRAINAGE AND PUBLIC - � � I , . 32 �� �� . " � . " �_�� o��s -'�, ss ;�,05,�;ti � �' � ss �� o IMPROVEMENTS. . " pp A ro Date 07/31 /17 5� JE. w 65 � ��° N �' n�m�,, � I � � I P i-' � N 'z»i�ti`�k�^� �oo:is'�_� " � � ' i u o � -'-'So''' �', 35 , 3) ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED � �, � x , „ 45 -10 �J1 �'lat , rl' Erika Poveda I c� s 4 ��o a- °°es � � I 4 7 -4 g � 3� ;`�68�;� �' 3� PRIOR TO OCCUPANCY. � � o� � �,�'� o� -� ,,�1, ss ��, ,o T R261 M-24 3 5 N FENCE LOCATION . , I ,�,x C a s e �l l E� g e r .� . w ' .. ,-� � ^ . � _ , 30 63 }- �23 -1__,98'38__ `F) CONTRACTOR IS RESPONSIBLE FOR DUST, SEDIMENT ( > PER CMC � � � 2 -9 - - - - - - - - - - � . � a 49 ��,�:o -,o� ,,-�,�,I-�Z.z,--�-,2.,5 ; b,.so o�l �2.,6 i fi6.17 ��i ,Z„ , ,,o, ^, 7277 6493 AND TRASH CONTROL AND ENSURING ALL AREAS ". � �. I 204 SF ti E � � SECTION 19.48 0 � m� sz mI, s, �, so o; 59 n; 5$ �, 5� �; 5s �, 55 ^; 5 4 �, 5 3 ��, 6Z.53 �� ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. I . � � �. � " I I I (N) REAR � "I � r � � s� 2 9 �; 28 �� 2� �� 26 �� 25 �� 24 �j 23 �� 22 oj e� a� 52 „ ' � . •a io J ,, , � � � , � 21 �� 20 a; . , � . I ADDITION .., m � �`� 9SS � � � � � � � 3) CONTRACTOR SHALL REVIEW AND IMPLEMENT AS 2 ". � � �. � (E) A/� UNIT I � °� °' � � � x � '= J ���� m �o.ze �o.ze �aze �o.zs �o.zs ' �o.za ' �o.zs ' i � 19 . I � 1 d� �y �04yq f0484 104�4 f0464 f0454 10444 10434 10424 70.28 70.28 v/G�• 60 104/4 10404 70.29 » , ' • �-DEMPSTER - - - -�_ �a.�94 o APPROPRIATE CITY STANDARD DETAIL 6-4 TREE . , � � TO F�EMAIN I I v� � � .� )0425 -AVE. _ PROTECTION STANDARDS PRIOR TO ANY WORK OR �. � � �� � � ��.a � � � � 10485 10475 f0465 faA55 t0��5 )0435 >> I � � �I � 43.69 � 71.% � 71.54 � 71.55 71.54 71.55 77.55 �54 /0405 10395 , , x I I x �y ' m � 0 � m , ' ' ' ' ; ' ; 754 „55 REMOVING ANY TREES. � � -� � � � � , � � � , � , �o s o; �o � >> ; �2 � �3 ; �4 ; �5 ; �s � » � �e M � � �. �, � � - - - - - - 7 -0 � � � a � �o � 43 �� 44 � 45 � 46 � � 48 � as � �� 4) UTILIZE BEST MANAGEMENT PRACTICES (BMP S) AS � �. , � � � \ I ,� � `� �� 42 � � 47 ' � ' � 51 � . � x x � p � � 70.73 69.61 69.61 69.61 69.61 69.61 � 69.61 � I 50 � I • ` � � _.'. 696, ' REQUIRED BY THE STATE WATER RESOURCES CONTROL � 696, . 69.6, . � r SOUTHERN PACIFIC r. c. � � BOARD, FOR ANY ACTIVITY, WHICH DISTURBS THE SOIL. , � � . I � x I I � � x � o _ 5) A WORK SCHEDULE OF GRADING AND EROSION 8c �� . � x � I I � y SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE � . � 6 -9 3 2 -3 i � � I��O��C� �A�A A I�I�I�I C��� C O I��S ��I�I O N C I T Y E N G I N E E R B Y A U G U S T 1 5. N O H I L L S I D E G R A D I N G � � . , . � � LL SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. � � . �, � " I � I �x CALIFORNIA BUILDING CODE 2016 O . � . " �. I I 65 SF I I LEGAL OWNER: MANISH DAYAL 6) ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND � x � �. �x APN: 326-48-034 CALIFORNIA RESIDENTIAL CODE 2016 SURFACE, DIRECTED AWAY FROM BUILDING FOUNDATIONS � , O,� I I (N) BALCONY I I AND TO LANDSCAPED AREAS (IE, USING SPLASH BLOCKS OCCUPANCY GROUP: R-3 & U CALIFORNIA MECHANICAL CODE 2016 OR OTHER MEANS). � � �. �. ",. I I I x O . � � I . CONSTRUCTION TYPE: VB-FULLY SPRINKLRED CALIFORNIA PLUMBING CODE 2016 7) ALL NEW ELECTRICAL SERVICE (POWER, TELEPHONE, � � � ��. � " � .." AND/OR CABLE SERVICE) SHALL BE UNDERGROUNDED. . . � . 761 SF I I I ZONING: R1-10 CALIFORNIA ELECTRICAL CODE 2016 � � �� . �. �NFLOOR � � S . .x � 8) TO INITIATE RELEASE BONDS, CONTACT PUBLIC WORKS � I I - � CALIFORNIA ENERGY CODE 2016 � . . x x I s DESIGNATED LAND USE. RES LOW 1 5 DEPT. FOR FINAL INSPECTION. . I I � . .x EXISTING NUMBER OF FLOORS: 1 (ONE) CALIFORNIA FIRE CODE 2016 9) PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC � �. �. � I . (E) GAS METER Z RIGHT OF WAY, CONTRACTOR SHALL PULL AN I . , I I � ' ". x TO REMAIN O PROPOSED NUMBER OF FLOORS: 2 (TWO) CALIFORNIA GREEN BUILDING STANDARDS CODE 2016 ENCROACHMENT PERMIT FROM THE CITY PUBLIC WORKS . � . �, � � � s . I �-- DEPARTMENT. . I I � � � FIRE SPRINKLERS: REQUIRED CUPERTINO MUNICIPAL CODE CURRENT � � � � � W � - -SEE RESIDENTIAL FIRE SPRINKLER NOTES THIS SHEET NO FENCE ALLOWED � � �. I � � � I U � � IN CORNER VISION � � �. � � - - - � � UPGRADE (E) ELEC. Q W L(7 �JI� I�I�AN NO��J I TRIANGLE � �. . I � I PANEL TO z � � . � 1) FINISH GRADE WITHIN 10' OF THE HOUSE SHALL HAVE . �. � . . - - - - - - - - W I I • � (N) 200 AMP Q O Q 5C0�� 0� WO�K A��A C�CU�A1'IONS A MIN. 2� SLOPE AWAY FROM FOUNDATION FOR � . ". �, � �. I - O � U PERVIOUS SURFACE AND MIN. 5% SLOPE FOR IMPERVIOUS . . cn (n J W 1) 247 SF NEW ADDITION TO 2,040 SF A) LOT: 7,965 SF � SURFACE (CBC 1804.3). � , . . °2 0 � - - - - - - - - W � � .. EXISTING AREA TO INCLUDE NEW FOYER IN FRONT YARD AREA: 1,485 SF O O z FRONT AND T EXTEND EXISTING FAMILY ROOM B) EXISTING LIVING AREA: 2,041 SF 2) ON GRADED SITES, THE TOP OF ANY EXTERIOR 40'X40� . �, ' � . MAX. ALLOWABLE FRONT � IMPERVIOUS SURFACE: Q � z FOUNDATION SHALL EXTEND ABOVE THE ELEVATION OF � CORNER VISION (1485 SF)X40%= 594 SF _ O IN THE BACK �� �. , � �. 26 SF � ' EXISTING: � z � � � � C) EXISTING GARAGE: 453 SF THE STREET GUTTER AT A POINT OF DISCHARGE (OR CLEARANCE . �. . '-4" �E� �v (N) PORCH �) (DRIVEWAY+WALKWAY)= � (V � � 2) 761 SF NEW 2ND FLOOR TO CREATE NEW THE INLET OF AN APPROVED DRAINAGE DEVICE), A MIN. TRIANGLE C� - , " • STONE 480+90= 570 SF - Q LOFT, 2 BEDROOMS, AND A COMMON R) RESERVED FOR FUTURE GARAGE EXPANSION: 15 SF OF 12 INCHES PLUS 2�. HATCHED AREA . �, ' WALKWAY W . �, I � � N � � „ � LC� BATHROOM D) NEW 1ST FLOOR ADDITION: 247 SF 3) EXISTING DRAINAGE SHALL REMAIN THROUGHOUT � . � � w � 3 INTERIOR REMODEL � CONSTRUCTION �. � �' , � z O U ) � � . � � - . E NEW 2ND FLOOR: 761 SF I A L L D R A I N A G E S H A L L S L O P E > 4) NO CONCENTRATED FLOW ACROSS THE AWAY FROM FOUNDATION TO . , . W , 10'-0" P•U.E. PER TRACT N0. 4735 � RIGHT-OF-WAY. NO DRAINAGE ONTO NEIGHBORING LANDSCAPE (& TO AN � , . 1) 26 SF NEW PORCH F) NEW BALCONY: 65 SF APPROVED CITY DRAINAGE � PROPERTIES. ALL DRAINAGE TO LAWN/LANDSCAPE. 56.02� � G) NEW PORCH: 26 SF SYSTEM) BY A MIN. OF 5� . , 2) 65 SF NEW 2ND FLOOR BALCONY 5) FIELD VERIFY ALL SITE SETBACKS PRIOR TO FOR PERVIOUS SURFACE & 2� �. �. �, � �. �. �. W (N) FRONT YARD TREE , „ �� FOR IMPERVIOUS SURFACE � � . � . , ' TO BE PLANTED PER `J -O H TOTAL OVERHANGS 12 : 255 SF E X C A V A T I O N. . . . � . . . . (E) S I D E W A L K � s 3) ALL NEW COMP. SHINGLE ROOFING � � ) I . , , cMc sECTioN ,s.2s.,2o 24" BOX 6' HIGH MIN.) I I) TOTAL AREA: � . , � . . �. . . � . . . , . . , . . , . . �, � 6) ALL PUBLIC IMPROVEMENTS SHALL BE MADE IN � � . ". ; . " � . �, � . . � ; . �. � � .: � . . � . ". . . � � W�. � � �. ". � �. �. 4 ALL NEW ELECTRICAL WORK B+C+R+D+E+F= 3,582 SF � .� � � � � ACCORDANCE WITH THE LATEST ADOPTED CITY EDGE OF (E) CURB � �. E� �. P�ARK S�RIF�. �. �� �. ,� �. �. Q�. ". �. �. �. �.�� �. . � � ". �, . . - �. . � � � 5'-0° � � . STANDARDS. THE STORING OF GOODS AND MATERIALS . . . . . . . . . . � N � � 5) NEW 200 AMP ELECT. PANEL F.A.R. _ _ � ON SIDEWALK AND/OR STREET WILL NOT BE ALLOWED � z o � (I/A)X100- (3,582/7,965)X100- 44.97� � UNLESS THE CONTRACTOR HAS APPLIED AND SECURED � a � o � 6 NEW ATTIC MOUNTED FURNACE (MAX. ALLOWABLE: 45�) E STORM DRAIN z � � � ) A SPECIAL PERMIT WHICH WHICH ALLOWS SUCH STORAGE � � ) o L O T C O V E R A G E: TO BE PLACED. (E) S T R E E T T R E E w o � o " 7) NEW FIRE SPRINKLERS SYSTEM [(B+C+R+D+G+H)/A]X100= (3,037/7,965)X100= 38.12� (7" DBH) TO 30 -� o � � Q o � � (MAX. ALLOWABLE: 50%) 7) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMAIN, TYP. w w X � � o 8 R E M O V E E X I S T I N G S H E D & H O T T U B 2 N D T O 1 S T F L O O R R A T I O: (8 2 6/2.7 5 6)=2 9.9 7% 6 4 � � � z � � ) THOROUGHLY EXAMINE THE SITE AND SATISFY THEMSELVES AS OF THE CONDITIONS UNDER WHICH THE -SEE A l l 20'-p" z " � �~„ z NOTE: FOR EXISTING F.A.R. & LOT COVERAGE, WORK IS TO BE PERFORMED. � � � � o z SEE SHEET A1.1 . I � S�OK�5 /�V�N U� � � o - w � SN���' INb�X ��G�Nb 2 z Q � � � J � w � `� � A 1 COVER SHEET & PROPOSED SITE PLAN q� � PRIVACY PROTECTION PLAN � - - PROPERTY LINE STREET CENTERLINE �, � � Q J � W Q � � A 1 . � EXISTING SITE PLAN & FLOOR/DEMOLITION PLAN q� � DRAINAGE PLAN 2 ROOF LINE q 2 PROPOSED 1 ST FLOOR PLAN � BOUNDARY & TOPOGRAPHIC MAP - - - WALL BELOW ROOF RAWN MM q 3 PROPOSED 2ND FLOOR PLAN 2 BOUNDARY & TOPOGRAPHIC MAP SETBACK LINE, REQ'D CHECKED MM SCALE AS NOTED A 4 FLOOR AREA CALCULATION DIAGRAM g M P BEST MANAGEMENT PRACTICES X x EXISTING FENCE ��51b�N1"I� �I�� S��INK���S N0�5 JOB N0. 0116 ISSUED FOR PLANNING A 5 PROPOSED ROOF PLAN w w EXISTING WATER LINE, FIELD VERIFY 1) AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE DATE 02/02/17 A6 PROPOSED ELEVATIONS s s EXISTING SEWER LINE, FIELD VERIFY �NITH NFDA 13D OR SECTION R313 (R313.2.1) ��0�05�b 51� ��AN SHEET 2) APPROVED NUMBERS OR ADDRESSES SHALL BE SCAI.��� I/8"= I'-0" �� � EXISTING GAS LINE, FIELD VERIFY PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH A 7 PROPOSED ELEVATIONS A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. q g CROSS SECTION 1-1 NEW ADDITION, IST FLOOR NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. 3) FIRE SPRINKLER SYSTEM TO BE APPROVED UNDER q g CROSS SECTION 2-2 NEW ADDITION, 2ND FLOOR SEPARATE PERMIT. } � � � m � � � w i i i Gommunity De�el p � o � o p e t � Plannin Diwis a u in � � 25�-5�� �UPERTlNO i APP 1��� z z WWw � � � � Case # R-2017-16 > � � � 10'-5" 15'-0" w " " " A��l�catio�� u �e ��� a Q J J J a a a (N)3'X4' (N)3'X4� Appro�a I Bo dy: Di rector 1 S z (N)4'X4' SL CASEMENT CASEMENT N M 3�_g�� Appro�ra I Date 07/31 /17 Si nature Erika Poveda I g C�) i Case NI E� ger � � � J �� � �A11�I�OOM o I I'-I" � N 5'-8" � C�) Q �' ; Z . MA51�� 13�b�00M ' � L � O O ^ •a io J X 'J m � 29'-9" � � o y :� � W �^ � Y � � • � O� �� � �6 p �0 �N� N 12'XS' GLASS DOOR N 5'X5' SL �J � m' •� o 3'-II" C�05�1' °° a � � _ � � � :�?, ° '� 0 J �; � � � E 0 `N x � E � o N !� 3 w��'` U V � c LL C�) - C M C�> 13,_6„ II'-4" N I��bp00M NOOK �AMI�Yp00M � x Z � C N> aos�r 10'-0" CLG. HT. � FAMILY ROOM & KITCHEN 2'-5" C N) �AUNbpY WO __ Z , ,� / � � 54 -6 �OOM � � i � O �i �-- I I + �O o0o II,//\\`II N w � V � I L——J� X � �N> O � � „ � o 0 12 -I w � � C N) �OWb�p C N) � v z Q x � 12'-I" Z f3q11��00M p00M KIrCN�N � _� w � Q � � — - - C�) �� — — � � Q ��bp00M O . � A8 — O � U �� / � � cr� J ,1, UP � 48�_5�� W � � O � � � p � Z WH � N � � Q — � ~ � � � � X� vQ 2ND FLOOR Q �J.J O � � OUTLINE ABOVE � Z — U � C�) 15'-5" ��> bINING �OOM �IVING p00M 8'-0" CLG. HT. TYP, U.N.O 22'-6" ��> 22'-10" 2-CPJ� G,�AG� U N � � Z � � � � � � X w (N) (N)6'X5' SL � Q oo O � z U O� U p N� Z w �OY�p W O � 0 U N � z � 0 Z = --- O �V / ' u � � � Q � O\ 5 -I � � Q �' � � (E)4'X5' SL (E)4'X5' SL � � L� � � 19'-5" z � c~i� z O 0 U Z > n � p W � J � � U (n � m O� � (/j Z C M 3'-0" � Q � z J � 2_2 pO�CN � o Q � � � J � � U � O A9 � � � a (n J J _ W Q � � 17'-II" 8'-8" 8'-6" 20'-I" RAWN MM 55'-2" CHECKED MM SCALE AS NOTED JOB N0. 0116 ISSUED FOR PLANNING DATE 02/02/17 ��G�Nb b�SC�I��'ION I�I�OI�OS�b S� ��OOI� I��AN SHEET s����� �����_ , _o�� EXISTING WALL TO REMAIN (2X4 STUDS C�? 16" O.C.) NEW WALL TO BE CONSTRUCTED (2X4 STUDS C� 16" O.C.) } � � � m � � � w i i i Gommunity De�el p � o � o p e t � Plannin Diwis a u in � � I �CLJ�ERTlNO APP 1��� � � W w w � � � � Case # R-2017-16 > � � � w � � � A��l�C�tio�� u !�e ��� Q Q J J J a a a Appro�a I Bo dy: Di rector 1 S z � N M Appro�ra I Date 07/31 /17 Si nature Erika Poveda I g Case NI E� ger y .� J �� � a ti N � o � L •a m J �J � y C .sV. � �' �/� c�' Y � �,�p ` � • � � • � � �/ �o u �° . � � � m � o � � a � c � � � .4,�j °' � 0 J �; � 1 ST FLOOR � o WALL BELOW � E 26'-6" � 3 � U ai c LL 14'-8" � I I'-10" I'-6" 6'X3'SL � �N� I COV���b f3A�CONY 6'-p�� 9'-0" HIGH � BOX CEILING, TYP. I � � I I C N) z I ��b�00M Q 15'-10" I � � z � � ;- v o O �w / Q w � x� z �� � � U � � � � — — — � —� 0 O � Q C N) ' „ � A8 O U C�05�1" C N> X 25'-4" 3 -4 � J w �A11�Ip00M `° W LL � " 31'-4" DN � Q O CN) � ~ z C�05�1" • � z � ~ �� QN — � � �N� � � � � Z �o�r w � �w \ "� � Z — U �� � �9'-0" HIGH � BOX CEILING, TYP. � �_ 8'-0" CLG. HT. I TYP, U.N.O 15'-6" I C N) ��b�00M I � � � � U N � � � I�-��� 6'X3'SL � d` � � Q oo O � 6'X4'SL � IJ � � � O U � Z o 0 Z � � � Q � 14'-8" I I'-10" � � w W X@j U o dS � � O � � U � O O � ^ � 0 W U m O� � � z I � N �' Z Q U � O J Z Q �i U � I ❑ ❑ � � O Q � J cn . .. Q - (n J J _ W Q � � 2-2 A9 RAWN MM CHECKED MM SCALE AS NOTED JOB N0. 0116 ISSUED FOR PLANNING DATE 02/02/17 ��O�OS�b 2Nb ��00� ���N SHEET s���� �����_ ,�,o�� ��G�Nb b�SC�I��'ION NEW WALL TO BE CONSTRUCTED (2X4 STUDS C� 16" O.C.) } � � � 55'-2" 0° � � � � �� w i i i 25 -5 Gommunity De�el p � o � o p e t � Plannin Diwis a u in � � �UP�RTlNO APP 1��� � � W w w � � � � Cse # R-2017-16 > � � � w � � � ���-�° EO A��l�cat�o�, u �e ��� a a J J J a a a A pro�a I Bo dy: Di rector 1 S z � N M A pro�ra I Date 07/31 /17 ' nature Erika Poveda I Case NI E� ger y .� J �� � a ti N � o � L •a m J �J � y C .sV. � �' �/� c�' Y � �,�p 14'-4" I 2'-2" �r� °� �" °° � � � � � � � � � � �.r m �� o � °� a � � � � � :�?, ° � 0 J �; � K 5'-8" � o 4'-2" lO � E 0 � 7'-10' � � � � � LL J I I'-4" 40'-4" OD � Z 21'-8" HO 21'-8" � 8„ 0 31'-4" — �-- � U o 0 Z Q � � W � Q � G 10'-4" � O Q � O w U W � 0 � � O p � Z � Z Cn � Q N — w N L 4'-0" R 23'-2" � � L(� � � Q w o � 5'-6" FO � � Z — U 3�_�„ 14'-8" I I'-10" B I8'-8" � ' 1� N 2'-�" 0 s�-i�� 5�C 10 bIM�N510N /��� � N � Z � � — O� � 8 -8 X 2 -0 17 SF \ z a � o ZNb � OO� U �. � � 0 B 26'-7" X 3'-1" 80 SF SC,���� I/�"= I'_O�� W O � O U o z � � o � � � � Q � 20 -I > » > » � �� w w X@j v o C 20 -1 X 8 -1 160 SF � � � � � o D 55'-2" X 40'-4" 2,204 SF 8 8 � � ^ � o w z z J � � U (n � m O� � (/j Z E 25'-5" X 11'-1" 280 SF 2�' � � z � � a J z a � � � � O Q � J R* 23'-2" X 0'-8" 15 SF I `-" Q (n J J _ W Q � � SUBTOTAL 2,756 SF 5� ����� F 14'-8" X 5'-6" 80 SF SC,���� I/�h��= ��,��� G 10'-4" X 5'-10" 80 SF RAWN MM CHECKED MM SCALE AS NOTED H 21'-8" X 18'-8" 404 SF JOB N0. 0116 ISSUED FOR PLANNING I 14 -4 X 4 -2 60 SF DATE 02/02/17 � 11'-4" X 7'-10" 90 SF � SHEET (STAIR) ��00� /���A C/��CU�/�1� ON b AG�/�M K , „ , „ SC,���� I/���_ I�,��� (BALCONY) 12 -2 X 5 -8 65 SF L 11'-10" X 4'-0" 47 SF � *R: RESERVED GARAGE SPACE TOTAL 3,582 SF FOR FUTURE EXPANSION } � � � m � � � w i i i Gommunity De�el p � o � o p e t � Plannin Diwis a u in � � �UPERTlNO APP 1��� � � W w w � � � � Case # R-2017-16 > � � � w � � � A��l�C�tio�� u !�e ��� Q Q J J J a a a Appro�a I Bo dy: Di rector 1 S z � N M O O Appro�ra I Date 07/31 /17 Si nature Erika Poveda I g Case NI E� ger y .� J �� � a ti N E (N) COMP. SHINGLE � L � (E) SLOPE: CLASS—A FIRE RESISTANT � � � TYP. ° � 4: 12 V.I.F. � � J � TYP. � �, Y � '��° . �„a o� •� � � � � � � . � � �.r m � o � °� a � � � � � :�?, ° � 0 J �; � � � E 0 `N x � E � o N !� 3 �'` U � `� ai c LL (N) SLOPE: (N) SKYLIGHT 4: 12 0 R MATCH (E) z TYP. �— � � V o � Z Q � � W � Q � � O � U C/) J W � � � � p � Z � Z Cn � Q N _ � � � N � Q W � � � Z — U � U N � Z � � — O� � � � � Q oo O � z U O� U p W O � O U O z � O O � � � Q � w W X@j U o dS � � O � � U � O Z � (n z O 0 U Z U m O� � O Z � � Q � Z J U �q � z � o Q � z Q � � � � ❑ ❑ O 0 � J (n Q (n J O O J _ w Q o � ALL DRAINAGE SHALL SLOPE AWAY FROM FOUNDATION TO LANDSCAPE (& TO AN APPROVED CITY DRAINAGE SYSTEM) BY A MIN. OF 5� FOR PERVIOUS SURFACE 8c 2� RAWN MM FOR IMPERVIOUS SURFACE CHECKED MM SCALE AS NOTED JOB N0. 0116 ISSUED FOR PLANNING DATE 02/02/17 NOTE: ��\O�O��� r\OO� �I�/"\N SHEET INSTALL SPLASH BLOCKS AT ALL DOWNSPOUTS TO ENSURE ROOF WATER IS DIRECTED AWAY FROM THE FOUNDATION. SCAI��: I/�"= I'-0" ANY EXISTING DOWNSPOUTS THAT CONNECT DIRECTLY TO THE STORM DRAIN SYSTEM SHALL BE DISCONNECTED AND DIRECTED TOWARDS LANDSCAPED AREAS. } � � � m � � � w i i i Community De�el p � o � o p e t � Plannin Diwis a u in i� � � � � � � �u���T� 'Q APP �� � � � W w w � � � � Case R-2017-16 > � � � � � w � � � � � � � / TOP POINT A��I�C�tio�� u !�e ��} Q Q J J J a a a � � / �4 TYP. \ � Appr �� I Bo dy: Di rector 1 S z � N M / \ � p.�r �ra I Date 07/31 /17 � TOPPLATE ------------------------ ----------------- \ I ----------------- ------ ---------- � na- ure Erika Poveda / (N) CRICKET \ \ g / � Case NI E� ger y : �� � � J a / � ti E 81_011 / \ � L � / . � \ •�`1 m J / � PORCH I� � 25° � � � � 25° / OP POINT 4 -0 ��_��� � � 23,_�,� `� � •� � , �, � 2ND FLOOR � \ r� p� � �J = u po 3_____ ___ ______________________________________ � � � � mN O TOPPLATE ------------------------------ ------ ----------- ------------------------------------------- � � a � - ------------------------------- � �, � :�,; � '� 0 w w � � � J I2'-7° � � � � � � � o 0 _ � �� �� �������� � � 3 I O I_O I I I I!I (�'-0 I I � � � � . �������� ��52� I O I_O I I I!I I / � C � 44 ��- �0�����0 ��� o LL � � � � � � o �� �� �0�����0 ��P�R��.�z��a�s����.R,�r��e REM�oE�����F��R��r�RE�Ea„E�. �- 0000�000 � - � a� o aa �o� c��� ?�J�oo oa� oo� -�`- a aoo ao� oa oao ao ' uu FINISH FLOOR o � o �i;�ir� � o o � o 0 0 0 00000000 13'-p�� I'-2�� STUCCO LIGHT WEIGHT CRAWL SPACE VENT ADDRESS NUMBER ADJACENT 2-STORY HOUSE STONE VENEER PER CRC R319.1 C�? 10531 STOKES AVE APPROVED LISTING: ICC ESR-2859 z � �-- � U o 0 ��0�05�b ��ON�'/ N0��1-1 ���V/�1' ON z a � � sc���� ii���= i -o�� W � Q � � O � U C/) J W W � 0 � � O p � Z � Z Cn � Q N _ � � � N � Q W � � /\ � Z — U � � � � � � � � / � (N) COMP. SHINGLE � � / CLASS-A FIRE RESISTANT / TYP. � / \ / \ / / o� / U N � n � � � ————————————————————— ———————————————————— z � � � z U � � � � � w O eo � � � / \ � � � � Q � � � / \8�� � � � O � � / � �� � \ � � O / 5 _� � Z � (� z / 25� � � � � � v U � 23�-��� � m o (! � W / ———————————————————————————————————————————————— � � Q i z J U — — ---------------- � Z � � Q J ————————————— Z Q i � 25 o O °o (/j � --------------------------------------- � o � � cn . a 15'-II° - (n J / J — W // Q � � ���-Q�� / �O�-O�� I / /� O�-��� I RAWN MM , CHECKED MM -- � ---_---- � ----- — � ------ ------- � ------- �------- � ---- SCALE AS NOTED JOB N0. 0116 I'-2" ISSUED FOR PLANNING DATE 02/02/17 STUCCO CRAWL SPACE VENT SHEET ��0�05�b ��A�/ SOU�1-I ���VA�' ON s����� �����_ ,�,o�� } � � � m � � � w i i i Gommunity De�el p � o � o p e t � Plannin Diwis a u in � � �UPERTlNO APP 1��� � � W w w � � � � Case # R-2017-16 > � � � w � � � (N) COMP. SHINGLE Ap�liC�tio�� u �e ��} Q Q CLASS—A FIRE RESISTANT a d d TYP. Appro�a I Bo dy: Di rector 1 S z � N M 12 TYP. 4� Appro�ra I Date 07/31 /17 ----------------------------------------------------- Si nature Erika Poveda I g Case NI E� ger y �� J '& a I � � e� o � L ,a m v �.� � N C i .V+ � � _ � p Y � � 23� ��� � � �� � - ---------------------------------------- ' �' °' " �. � � � � � �- � � �.r m �� o ---- ---- ,� a y. ------------------------------------ ----------------- - � . � � � '� ° '� � � � j I5'-II" � o � i � � _ I � E � — 10�_��� � 3 I . U I .:� . . Q i_ou � c U LL : � I � ��PYR��,�;z�, �s��N�.R��r�N e REM�oE�N�N�F��R��r�RE�Ea�,E�. , O I Q _ � ❑�' � I —— � ——— ———— � ———————— —————————�—— ——— II-Lu LIGHT WEIGHT STUCCO CRAWL SPACE VENT STONE VENEER APPROVED LISTING: ICC ESR-2859 z � �-- � U o 0 ��0�05�b � GN� 5 b�/ W�S� ����/�� ON z a � � 5����� �����= � ,o�� w � Q � � O � U C/) J W W � 0 � � O p � Z � Z Cn � Q N _ � � � N � Q W � � � Z — U (N) COMP. SHINGLE CLASS—A FIRE RESISTANT TYP. U N � ——————————————————————————————————————————————————— z I_C) � ————————————————————————————————————— �7 � � � ---- ---- --- � Q � � � / z � O\ U p � W O �' O �-? / � z o � � � � � Q � �/ � � Q � � O� ' � U � � � O � Z � (n z � �� , �� I � � �� � � � z (� � > n � p W 23 -I 3 -0 3 -0 � a o �; J w Z U —————— — ——————————————————————— — (~ Z � � J � � � -——————————————————————————————————————————————————————————————————————————————————————- Z i O Q � J cn . Q - (n J // Q � ~ 00000000 � � 12'-7" 00000000 z 8�-0�� � ,� 00000000 J � „ � �n� 00000000 � 38 -9 0 �����0 � 0 0 � � 0 � � � RAWN MM ��� � o�---� �O ��_ CHECKED MM �������� � -- � ------- �------- � ------- � ------ � ------- � ------- �------- � ------- � LJUUo UUo �� � SCALE AS NOTED JOB N0. 0116 ISSUED FOR PLANNING ADJACENT 2—STORY HOUSE DATE 02/02/17 C�? 21761 MEYERHOLZ COURT SHEET ��0�05�b ���� 5 b�/ �1�5� ���VA� ON s����� �����_ ,�,o�� } � � � m � � � w i i i Gommunity De�el p � o � o p e t � Plannin Diwis a u in � � �UPERTlNO APP 1��� � � W w w � � � � Case # R-2017-16 > � � � w � � � A��l�C�tio�� u !�e ��� Q Q J J J a a a Appro�a I Bo dy: Di rector 1 S z � N M Appro�ra I Date 07/31 /17 Si nature Erika Poveda I g Case NI E� ger y .� J �� � a ti N � o � L •a m J �J � y C .sV. � �' �/� c�' Y � �,�p ` � • � � • � � �/ �o u �° . � � � m � o � � a � c � � � .4,�j °' � 0 J �; � � � E 0 `N x 12 �4 TYP. � � N !� 3 w��'` U V � c LL C N> z ��b�00M 8 � o � � w o 0 23'-I" U Z Q j � W � Q � � O � U C/) J W W � 0 � � O p � Z � Z Cn � io�-o° Q N — � C �> C �) C �) CN> � � N � $�-°�� ��b�00M N��WAY �/��11-t�00M K11'CN�N Q w o � � Z — U � I'-2" � � /��j a a �� /�\ a � < ° a � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ° � � � � � � � � � � � � � � � � � � � � � � � � � � � �� U � � ° � /i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/ ° � /i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/i��/ � ° ° z � � � � Q � o � z U O� U p W O � O U O z � O O � � � Q � w W X@j U o dS � � O � � U � O Z � (n z O 0 U Z > n � p W � J � � U (n � m O� � (/j Z S�C1� ON - � Q � zJU � N � o Q � (n Z � U Z Q i � � SCA��: 3/8��_ I�,��� � wo � � � v� . Q (n J J _ W Q � � RAWN MM CHECKED MM SCALE AS NOTED JOB N0. 0116 ISSUED FOR PLANNING DATE 02/02/17 SHEET } � � � m � � � w i i i Gommunity De�el p � o � o p e t � Plannin Diwis a u in � � �UPERTlNO APP 1��� � � W w w � � � � Case # R-2017-16 > � � � w � � � A��l�C�tio�� u !�e ��� Q Q J J J a a a Appro�a I Bo dy: Di rector 1 S z � N M Appro�ra I Date 07/31 /17 Si nature Erika Poveda I g Case NI E� ger y .� J �� � a ti N � o � L •a m J �J � y C .sV. � �' �/� c�' Y � �,�p ` � • � � • � � �/ �o u �° . � � � m � o � � a � c � � � .4,�j °' � 0 J �; � � � E 0 `N x 12 '^ s TYP. 4� o�, _ � U c LL C N> C N> C N> ��b�00M �A11-I�OOM I��b�00M 8'-°" z 0 � � 23'-I" w � O V o w � Z Q > -- w � Q � -- 000 � Q C/� J w U W � 0 � � O p � Z � Z Cn � C �> CN> C �> C �) C �) C �) s�-o�� Q N w � � � � MAS�� �A11-I�OOM C�05��' ��b�00M C� � ��b�00M �IVING �OOM Q w o � � Z — U � I'-2�� //�//� � a //�//�, � /� / a � /� /� ° � %i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%i��%��%i��%i��%i��%i��%i��%i��%i��%��%i��%i��%i��%i�� ° � N � Z � � — O� � � � � Q oo O � z U O� U p W O � O U O z � O O � � � Q � w W X@j U o dS � � O � � U � O Z � (n z O 0 U Z > n � p W � J � � U (n � Q �i � J W S�C� ON 2-2 Z U SCA�� 3/8��. I�,��� z Q � o Q � � � � O Q � J cn . Q (n J J _ W Q � � RAWN MM CHECKED MM SCALE AS NOTED JOB N0. 0116 ISSUED FOR PLANNING DATE 02/02/17 SHEET } � � � m � � � � 2 w i i i NEW ARBUTUS MARINA- ��mmunit� ❑eV�I � � o � o � � � PRIVACY PROTECTION TREE � PER CMC 19.28.120C Planning Diwis a u� �n MAX. PLANTING DISTANCE: 15' MIN. SIZE: 24" BOX �UPERTlNO MIN. PLANTED HEIGHT: 8' 3 APP ��W w w � � � � Case # R-2017-16 > � � � NEW LANDSCAPE AREA: 290 SF w � � c� � � . , x= x . x x • x �xT x � .x� — x . x.= x x • �x , x . � •x. " A�}J��fC�tl�l1 L] �2 ��� a a . . ' • . a a a �. � , � . o �. � o �. � . � �o �. � � �a � � �.o � �. ".o �. . .o �. � . �o�. ". � o�. � � �o", � � � � . � � . � . . . . � � . . . . . . . , . , . . , . , � . . . . , . . . . , . x . . . . . . . . . . . . , . . . . . . . . . . . , . . . . . . . Appro�a I Bo dy: Di rector 1 S z � N N �� x 5�-0�� �� x Appro�ra I Date 07/31 /17 \ MAX. � I x I I � � X �� � �� Signature Erika Poveda I " � "I Case NI E� ger y \ " �� x � � x ti N � � E � � � � � L C x � � x �.� m e1� � �, � o � y :� � I �^ � Y � �D \ x \\ // x `� 4`� � o � �� 1,A •g u X / x �V � � N V' I � - - - � - - - - - - - - � � '� � � a I � �H � � " I \� � // "I � � � \ � / � o x I � � x � E I � ° � � � x `� � i' x � � I \ LL � �\ 300 — 300/� - - - - - - - - - - � � x � \ I x INEW ND FLOOR I �� �� I " NEW 2ND FLOOR HIGH WINDOW HI�H WINDOW � � (+5' SILL HEIGHT) (+5' SIXLL HEIGHT) � - - - - - I x � I I BALCONY � � x I � L — - - I I x oO � � � � � x � � � � x � i i i i I z o x i i � ' x o I �/ O x I I� OU�TL NEOOR I — I x � + � x I I � x w � �� � � I I � V p w O � �X X I I I � x Z Q > � � � � � I w � Q I I I I � x 0 O Q � � � i I � o w � i i � � x w � o 0 i - - - - - i x _ - - - - - - - - - � o � z I � � I � N � � - - - - - - - - � — — � � I a CV w I � � � � � ❑ ❑ � - - - - - - - - � Q w o � 0 0 � z — c� I (N) FRONT YARD TREE TO BE PLANTED PER CMC SECTION 19.28.120 (24" BOX, 6' HIGH MIN.) � � U N � Z � � — O� � � � � Q oo O � z U O� U p i J °o p U O O � O O � � � Q � w W X@j U o O � � � O � o U � Z � (n z O 0 U Z > n � p W � J � � U (n � m O� � (/j Z I � Q � z J U � N � O Q J Z Q � U � � � O Q � J cn . Q (n J J _ W Q � � � � S�OK�5 AV�N U� � RAWN MM CHECKED MM SCALE AS NOTED JOB N0. 0116 ISSUED FOR PLANNING DATE 02/02/17 ��0�05�b �� VACY ��O�C1� ON ��AN SHEET SCA��; I/8"- I'�0" } � � m .r.�,*t-;:.�r���`�i. � -�,�s:',+..�:rr�.:y� �,••.:.r:..i•�. �i�;�,i�';S.F�f[T'��'�p'. W 'r,.:n:r..;r.�, i if�i��ai�� i � N N ;��pEt;:,��,.�i,.i4�i;� �!'`,'i s i,titti .,�1,,t�.�J,...r�;.� .h'f��C��� I I ,..f,.s.,,.�;r-�.t,.�+..'n�,n.. �,f�n=•.:= n•.f+� ri.��.,:.�.�{�eyaf,�;iij.. ip:ir.:iJ�:ir;ij,��. Gommunit De�el r� e t e:,;:f.i:,.�i�i: i i1. r�L•x t I H ..i:t.,..l.�t :• .f��.f•�ii-.� ��d'.,y••.P••.H�.R•.i t.i,o-.�•r.�4�i s4�� i�ii�.ii;.�3,ei.�i � ' � i � ��f.•��..�..{...f..�f..,r..,f..,,..�.. . M,�.M1�,�'.��C.�:.�,r..,�..,(y.,ry�.ry SC.4t'.is''�t%'I'���:'"�-=i4'i..1�:�s�1•l�t•:�:•lif•f�l�t�i•[t.t,rl;�.i., � � (] � ;.�?.a�,.iG.uf.as;.��pii...i..ei;.ni::d:�i:,si���;��ir�tii�..i„ty��l;r.y��.�,i�. �.:,r......f-,.ti,..-.f••.r.�r.:::,f..r.i,f�iiffi.s'i,f��J t'-•f'�t� O �.r,..?.n..r•-.�•.r.,•.,•�.�-c-.r-.r��.n•..,r••,r�,r;,�^;,n-.r•�,fi;,r•,y ;.��;.•.�;:,:;:�;,.;�:;:.�„.,:zr�;.::;.��;., ,. r.�7r.u;.f�r,��, ;.�,,.!!t,6,�;:;�,.;�.. . ,��..,�..,�., i �y s ,.r; .:5., - - �r:�:,.'r_r� .r.r•;..- •,� •�r.�..a:.: - `.'-r'-'•�'.r::t�.::.a�.• _.d.,.f...s.. - -- `i't�i-�: �!�4;4•i�ii::{;,, ts;.�i,L��:.��..if;=s'�i:?iESo�,s;�;�,.;...;...a;+.�._.ii,-tiii��i,.q;�ey.�l�:`i7,5 �,r�s;(S}"Sn.r '""`•t'`�"="' - - ;n .� , ::r;`,':":':'-' „�...��_�.. ..r...r,t..�,..�••,n„,..r�.r.,, .,�., ..r.:.r..;i`.;.r..:..:•r.c.-r•.-,:.- •-..r..:a..._ ....�..r. r,.r i;.�_,:..,:---:'�' - -.-:_.,�,._=.�.:r,e�;a�r.�i,d;.o;.. ,,�r.� .�.,r�....r.l;-..:_....s..:_..r.c_.�...r. . � .�l._:,4.�;_�.;.��...��, ' ;:�ir.ii.is,.��;.�y�:-:�:.so-i�:.;..:.:�.:i.�:..J;ni;rii;in.in.i�r.�i;._ip�4•�4;�':��':�;�rt:•i. .��.�'.....s��.r�:::�^.{..::.,r�4:'++�'.'_- r•�r..:..�..,�-:a.•.r-:�r...:�--��r•:,r.•,r.yf•; #'� Q ` �^ /� 1 ,r...a�.r�.r•;. .-.r-.n:a. _.r..,..,{_,-- 3:,�...r..,,..,••.�;.�.�,i�•.i�:,�•�.u;.s��. ,.�y.�q.s1.::�,�;_�s;�r:;.-:..::,-.•- - _ - .vr:. :.,.,�,.A;,.;.�.._���., I� I 1 n��}-� ❑I 1f I.3 V 1..+ I� .i;.d;..,..5;.�.,}j:�:e;;e:..s..1.�t�N:i,.:_"_:..:.'�:.`�isie.n:,.:l.d;1�r.nr.11�.41n�y,upf.,.ifr.G r...f...fi•.r.f...s�..r_.:z.n;�...r.'.:-:r;:i-`r.':�`.�`;..:r�:?.:.-�.'>-�r...:-...P..,f...n,.:...r=.. �f..,f�.,r��{..,f...Fa:-..'_,-�C.{� ...-:..�;r...r_.,--:,r...}•a:,.f-..f•.s•..t...;.�r.'...f+•.^.as..:...C.... i�:iyn��,st.s��:�r.��.oS.s�:e.,-.��:.�.y.:;.:-,}i-_ _ _ :t�:.:��s�_ .d��i,-.�g j V �.:�:.�I..u�.�l;.�l;.:.;:1�.:..�-.:a..1:��:�'1�:..:l..:f-.v...�r�:e�:.�.��_.s��-.ls;.11,-_ll�.tl..�;.s�;.v�pilpsk.t�. - - - Z - - - - - I .r.. ..��.r: _ - --- - -- - �i� �-!�'%' �i;� .-rdi.�i-"� 1 ' ' ' ' r..i.. .�.f-._ ..y:i .�:fi�i'i:�'�.:.�:•.'i::�..��;:���:�:le.}���'�i:�ti���t,rl•���.ri.�i�:t.a �..Ix�f .r.t �r�.,r�: .�i� _ '}�,;c = - -ii::- -�: :'S;"::� ..'•.:' � - - ,d.. :lii:' �iit ��:ee i�. �L= -:r:i+..r.. 'r•. ._f. '�.. _ _.r-•.t.. -.t��. :r�'r'.f.f-:.r..,�,. �J .rv -:!•:!. ' _ '�'Ct' . .-5: ?�S-.�i�.S1..C��.L• _ '�1.��:�:l.:3�f.1=�C1.;:•.I:.�,t'rll - ..r.7 - - - ;i''�. L.:=.{:i�.��tii��'i;�;E:{Tr�:'i°:•..:=rli:i�i:•:=::�.:_.., •�f•�� ��S%�.7.:. _ - _ _ _ ' - - s '�\_ Vl :�..�:�'i:''s..i..�.0 r.5.. ;i�Si4 es�o-;4. ti.r :t..: :�i: ::� ._t. ..f.. ..f.� C^.i-.:rl'��i.:C�:{t-. .o. �.f�•.f•� ~�� r���y'�• :.i�. _ ' ''t� °-t:' ':t� ' - t. F- _ - �u�� N - ,,:::: ,�:,,::::,�:;���:,� ,,:,s:w.�:.,: .,��.. �, ,,:,.,�-,-:.�_�.,,;;:�-,,.��:��::,. ,-,;.,,....::... ,.:::..�.._ �.`-r.`�r�f`. ' ' _ 5 _ ' :'i� 1 APP �� �i hi� rtl�s:�e,i+} - �'� .:r.: :r-_r..:•._�.:�....,{..:• :f.. �,�r:.. '.r,',�.� 4�+L i ''.f�=1. �n �:ht.f• f C'. Z _ _ _ _ _ i � .i� :.� " ' %� - .:>r`�C: .tn.o�..�s.n=1ti.:s�:i'.::��ty.:�s[ji::'i:"in.:-.i� ,.v���ii::ji p..p, -f.. r.f--� �:f�''•.'s � :[w - " .�ii �:1?i�ril;. �f' :•f.:.1:. ���.�C..�..f•:!`. - i.fr.l'�� �:r•;.r .,', �. P� ;'i4+:,.:i.:c.,:�•.u„ei:i�`�:i�i�%�ii'`i4•��,i+ NEW LANDSCAPE AREA: 290 SF — � � s. ^i�,-.:,;'�;ti�:';,.'f���;;�: � .;r•�:r�:r�•:,--:r•i,r.rr.,,r•�:r.�n�.r•{r.. (n � � �' �.T...f.��'i• - .I�'.�:,-.{i�.l:. t=liil��15l�I�;�l�;�l�j�lt - .n_. - �i� n�dli3�:is,�s���Phi - r...! ;.h�ns;.f.;.C�.M1�d� ' 1 5 � � O O 'i-�..h. �i�.e e�• d u V 's.�- .f� � ! ! - _ _ �.,_� -2017 16 w � � •..r.�;.,.:.,� -'' I �`�'�� ..-... X Ap�liC�tio�� u �e ��} Z .x� ' � x . � x x x� .x .x� — x . -x.— x" x � �x . • x , a � � o , . o o . " a ,o. � , , o . o, o a a � y�� 2��X 4"4UMBER � SINGIE TREE ,,./ I ' . . �, ' . � . . ' ' • . . � ' , . ' ' . � . � ' . �. " � ' ' . , ' . � ' ' . . " ' . ' . � ' . � ' . , . �. ' . •• x � �� � �. Appro�a f Bo dy: Di rector � S z � N �wiRE x x Appro�ra I Date 07/31 /17 � ��{ . _ I � X X � � � 5� nature Erika Poveda I ,r-•..� �� '-ti.....�.... �-.�..w ,�.� _..-r�-- g �,..� ` �''�"..-> ���'-���� ' , � x (E) P 00L j�•--� � 4-FO07 HSGH FENCi�1G x ^ '� , I Case �vl E� ger y .......• J .� �� � �-- TYPICAl� TREE PROTECSION FENCING � N TYPzc,aL BaRK P�OTEer10N �,oT To$ca�E � " ��` � e � S NOT TO SCALE � L � •a io J x X �.� m e1� ]. Prior to any construction operaYions contractor shall coiistruct a;�d��3aintain,for each protected �ree on a construction site,a protective feneing � � � �, � which encircZes the outer lirnits of the criticat raot zone(CRZ)of the tree to protect it from construction activity. Tl�e CRZ is calculated 1.25 feet I x � � Y � � times the diameter af tlie hunk zneasured�n inciles 4,5 feet abo�e the natural grade). " '' � •�+�' � 2. A11 protective�encing shall be in place prior to co3nmevicement of any site work and re�naiu in�Iace unEit aIl exterior eanstruetion ac#ivity at the I ' �J � ; u � site has been completed. I " O — — — — — — — — — — — — O , ?` � � � a y 3.P�'o t e c t i v e f en c in g shali be at leas t six{6)feet hi gh,clearl y visible, and shall have a tree protecfion si g it affixed to tlte fence e�e ry twenf.y(20) I � y '� feet.i�1 such a manner to be clearly visible and 1egiUle to workers on the site at a distance of twenty-five(25}feet.The sign(s)sEiall read"Tree I x � I x v � � Protectton Zone Keep oqt". I I I � � 4. The owner sUall cause tlie required fa�icing and sigiiage to be installed and maintained foz-the duration of dle constructio�i, x � I . x � E S.I n s i t u a t i o n s w h e r e a p r o t e c t e d t�e e r e m a i t�s 1 n d�e i�n m e d i d t e a r e a o f i t�t e n d e d c o n s t c u c Y i o n a v d d�e n e e m a y U e i n d a n g c r a f U e i n g d a m a g e d b y b� � " I � , coustruction eyuiprnent or otl�er activity,the contractar o�•subcontractor slzall proteet the tree wi#h 2"x4"luznbeE•encireled r��it7i wireor att�er I � N � �E� LANDSCAPE � � mcans that do not da�nage the free.Tl�e intent is to�rotect the tru�tk of tEie tree against incidental contact by large consh•uction equipmeu�. x � �. '�� '� b.Material 5torage:No sCorage ar placenient of znaterials intended for use in cc�nstruction or waste matarials acciui�ulated duc to excavation or � - - - - - - - - - - - - - - ° � demolition shall Ue placed withii�tl�e limits af tl�e critical root zone of any protected tree. I " I x 7.�qui�rnent C1eai�ing/Liquid Disposal:No equipn�enf shail Ue cleaned or other liqnids,iiicluding, without linaitation,paint,oil,sal�re�ts,asphalt, . . � , • I I • coiacrete,moz•tat�or similar materials deposited or allowed to flaw iuto the cridcal root zone of a grotected tree, x � � . ' � - , ' � , x �. � � �. �, � �� � . � I � 5� 8.Tree Attaclvnents:No sigiis, wires or ot�icr afta�hn�e�its,other than those of a protecti��e nature,sliall be attached ta aziy protccted tree. � - , . . �, ' . ' . , �. '. . — — — — — � 9,Veliicular Traffic;No vehicular andlor coitstruction cquip�ateaat traff c or parking shall take place within the criti�al root zone of any�rotected � � . �, x . , . . �. � . ' I _ _ _ _ _ _ I ,X t r e e o t l j e r t h a�i o n e x i s t i n g s tr e e t�a v e z i�e z a t. � I. . � . , � I ]0.N a b e a v y e q u i p�u e n t,i n c l u d i n g b u t n o t l i m i t e d t o tr u c€c s,t��a c t o r s,t�a i l e r s,U u ll d o z e r s,e x c a v a t o r s,s k i d s t e e r t r a c t a r s,t r e n c h e r s,c o u 7 p r e s s o r s, � � . '. ', - ..�", . . '. ' ..". � I I � I I ,x an d hois t s,s ha l l be a l lowe d insi de i he drip-iine o i F any pra tec te d hee on any cons t r u c t i on s i t e. I O . .. I I � _ - - � I . " I 1 1, G r a d e C h a a g e s:N o g r a d e c h a��g e s s h a l l b e a ll a w e d w i d��t�t l�e l i i n i C s a f t h e c r i ti c a]r o o t z one of an y pro tec tecl h�ee unless ad e quaYe protccti�e v . � . "�� � �, �. . �, ' � construction methads are approved in advance in writingUy the ciry, . '. � "x ', � . �% I I � � � " 12. I»�pervious Pavsiig:No pa�n�g with asphalt,coucrete or otlier impervious materials siaall Ue placed wit�liu the limits of the critical root zone of � .� ,. ' • . ' ,.• . ". � , ', ' I I I I • I z a protected tree,mitess expressly pern�itted by the puUlic works Dc��t � , ' ' " . ". " . . ', ' • I I I I x 13. Raot Pruning: All roots two inches or Iarger in diatlle�er which are cxl�oscd as a result af trenching or other excavatio�i sl�all�e cut ofi squa�•e � . " � , ' � . , � . ' � I I � widi a sharp medium tooCh saw a�d covercd watl� natura�fiber Uurlap witl�in�vo liours of initia(expost�re. I O Q . �. ' � �. 'x'. � . ". �. ' � I I , X 14. All public sidewalks sl�all remain open,tiee and clear for public access,unless closw�e is�ermittecl by the Public Works Departu�ent. � , ' , � I I I I � �- �I � . .�� �. � � I I W � TREE PR��ECTION �TANDARDS � I.:� . �;� ��.�X. : . ..-.�. ., i i i i 5� �x c� o w � REVISED 5113 � . � . . �., ". �T" �. . � � � � ," z a � � . I I I � ,�,�� w � Q czT� oF cuP�xTz�o _ � ; � � :� � c E� . �. �, . .;.� � . �x I .LAf�pSCAPE . �, . I I � 0 O Q STANDARD DETAILS APPROV�D BY: ; DATE:" 6-4 . �. ., . . . ., . �, ". ., . �. . . I I I I - I � (� U Gxty gi�leez� . ,. . .. .. �,�� �. . � �� �. � � �� �. I � � � " W LJL � .. . , � � � . 5%�� I I - - - - - � X . �, � � � O . -. .. . �. .. . �. -. . . � � � " I . . . p � Z . . .; . �. I - - - - - - - - .— i � Z (� � . . - - - - - - - - � � � � Q N W .. ................. .. . ... . . . .. . . . . . , ,. . .. ,. � — — � ... . .. .. .. ... � I � � N � ,�� ". �. ,� �. � � . � �� �. � � � � � � . � ❑ ❑ . . . I Q W � � � " � � � � � � " � � � �� � � Z — U : . : . : : . . : . : . . . . . ; o 0 0 - - - - - - - - o . I . � . . � , � . � � . . �� , � . �� � . . � � � �� � �. � . . , � . �. � � . . ; ; . . � . , � � , , , � ; ; ; : . . � , N ; � . ; . I DOWNSPOUT WITH . . � � . � � . �. � . . - . � . .. . . �. � . ". � . . � . . � . � . �. � . �. � . " � . SPLASH BLOCK, TYP. , . , . . , � . , , . . . . , , . (�j . , . SEE A��� . "..�, � �. �. �, �. , � � . � �. �. � . ". . � LANDS�C�APE � �. �, � . ". � �. � . �. �. � . � �. ".I � . � � . . � � . . . �. � � . � . � � . . � � . � � � . � � � . � . � � ' . � ' . ' . ' � . � " . ' • . ' ' . � ' . � ' . ' • . � ' U N � ALL DRAINAGE SHALL SLOPE � " � � . , � . ". �. � �. � �� �. , � . �, � � ". ". � � � �, �, � �. �, �. z � � AWAY FROM FOUNDATION TO � � � � � � � Q o0 0 � I 5��/�5N ��OCK b�1�Al� N�'S 2 �IN15H G�b� b��'AI� @ �X��10� �1'G� N�'S LANDSCAPE �� ro AN w o � o � A P P R O V E D C I T Y D R A I N A G E o z o o zo � � � a � SYSTEM) BY A MIN. OF 2� � � FOR PERVIOUS SURFACE & 5� � ? � z � � FOR IMPERVIOUS SURFACE. Q ds v o � o z � cn z I O p U Z 2 � — > � � p w I SEE � v, J .fl � U � All c� m a. � �, z °�,; , (E) STORM DRAIN � N � z Q � � U � J Z Q i � ii (n Z � g O o (n � 8" MIN. �;� � p � Q � HOUSE DOWNSPOUTS 5� � - �� I vi � SEE ARCHITECTURAL PLANS �— 0 18" MIN. Q - � ���/��/V�/,,��A� � o � �% � ; � 51�OK�5 /�V� U� � \/ D w SPLASH BLOCK, 24" LONG � o D ° \�\\ � O � � p �� I z �� / RAWN MM 5% MIN. ��� �� �� ���� � CHECKED MM \\ \\ \\\ \\ �� NOTES: SCALE AS NOTED /\ / /� / 1) FINISH GRADE WITHIN 10 OF THE HOUSE SHALL HAVE / / NATIVE GRADE OR A MIN. 2% SLOPE AWAY FROM FOUNDATION FOR JOB N0. 0116 � CERTIFIED COMPACTED SUBGRADE PERVIOUS SURFACE AND MIN. 5� SLOPE FOR IMPERVIOU ISSUED FOR PLANNING 2X4 RED WOOD HEADER SURFACE (CBC 1804.3). DATE 02/02/17 2) ON GRADED SITES, THE TOP OF ANY EXTERIOR SHEET FOUNDATION SHALL EXTEND ABOVE THE ELEVATION OF b�A NAG� ��/�N THE STREET GUTTER AT A POINT OF DISCHARGE (OR THE INLET OF AN APPROVED DRAINAGE DEVICE), A MIN. SCA�� I/8"- I'-O" OF 12 INCHES PLUS 2�. 3) EXISTING DRAINAGE SHALL REMAIN THROUGHOUT CONSTRUCTION 4) NO CONCENTRATED FLOW ACROSS THE RIGHT-OF-WAY. NO DRAINAGE ONTO NEIGHBORING PROPERTIES. ALL DRAINAGE TO LAWN/LANDSCAPE. � n SCa in _ • Heavy ' � ��e storm drains flow General La d p g , Earth Mov� n D ew ateri n g In the Santa Clara a y, GoalHousekeepingPraciices , Storm Drain Pollution � E u I m e n t � i directly to our local creeks, and on to San Construction Gardenin a � francisco Ba with no treatment. ❑ Designateoneareaofthesibeforautoparking, � from Landscaping and y, �ehicle refueting,and routne equiprr�er�t , O p e r a t i o n s serious roblem for maiMenar�ce.Thedesignatedareashouldbewell Swimming Pool Maintenance Activities � r a � 0 n Storm water ollution is a p r ;f Gomm�rl[��f��Ve���^7 CTl��lt ❑� al"t C�� wildlife dependent on our waterways and for and Site awdyfromstreams orstormdran inlets, be med a nd POOI Many landscaping activities expose soils and T f'' � necessary. N1ake majar repairs off site. increase th e likeliho od that earth a nd garden � the people who live near polluted streams or ❑ To reventoff�itetracki ofdirt ro�ide . �I to rm.w a r P o (lu tio n C u p�I C'O� p � 'p chemicals will ru n off into th e storm drains du ring f r O 11'� �nE �p ���as��� �LL� �1 l.�n� baylands. � p G �� entranceswit h s t a b i l i�d r e a t e s u rf a o e s O r Ma� nte n a n ce d �g 9 irrigationo rw he n i t r a i n s. Storm D ra i n P o l l u t i o n S t o r m D r a i n P o l l u t i o n Proper management of construction sites provideatir�washarea. Swimming poolwatercontaining chbrine and C O tl S tl'u C ti0 n S ite S reduces pollution significantly. StormDrainPollutionfrom ❑ Keepmatierialsou#o#therain—preeentrunoff copper-basedalgaecidesshouldneverbe from Earth-Moving A c t i v i t i e s From Dewaterin Acti v it i e s ��]������ g LJPERTIN Poo rly m ainta ined ve i + � � � Construction Actiwties coritarrnnation at the soutce.Co�r exposed piles Landscaping/Garden Maintenance discharged to storm drains. These chemicals a re e q u i p m e n t th a t I e a k ru e I, o�I, a n t�f c e o r This sheet summarizes the "Best Management ofsalorconstrucfionmaterialswithplastic toxic to aquatic life. oth t� d h o n structio n site are „ Construdion sites are corrr�non sources of storm sheeting or terrporary roofs. Before rt rains,sweep ❑ Protect stockpiles and landscaping materials Soii excavation and g rading operations loosen large gg su re t0 C all you t' City'S Sto1'm water inspector ���� co rr�������s��s to rm d ra in p o I lu tio n Practices (BMPs) for storm water pollution ,��p��ution. Materialsandwastesthatblowor andremovematerialsfromsurfacesthatdrainto fromwindand rain by storingthem under amaunts of soil that can flow or blow into storm at 408-472-9907 before discharging water to a prevention. v�rash e�toa storrn drain,gutter, or street have a storm drains,creelcs,orchanriels. tarps or secured plastic sheeting. pool/FOunfaln/S a Mainfenance drains when hand led improperly. Sediments in runoff street, u tter, o r storm drain. F iltration or d iversion e q u i p m e n t fro rr,q�j�����ftj�'j����'��-�S� b Y dit�ct cnpact on local a'eeks and the Bay. P can dog storm dra ins, smother aquatic life, and g w a tc h in g fo r le a k a n d o th e r m a i n t a n ce � Keep pollutanlsoff exposed surFaces.Place ❑ Schedule grading and excavation projects As a contractor,orsitesupervisor,owneror trash cans and rsc din rec tades aroundthe Draining pools orspas destroy habitats in creeks and the Bay. Effective thro ugh a b asin, tank, and sed im e nt trap m ay be p ro b le m s . R e m o ve c o n s tr u ctI o n e q u ip m e n t erat�orofa site, ou ma beres onsiblefor y g � during dry weather. {� op Y Y P s�etorrtinrneelitter. re uired. Reuse water for dust control, irrigation or fr� tne s�te s soo n as p ssible r check dams or ditches#o When iYs time to drain a pool, spa, or fountain, erosian control practices reduce the amount of runoff a � rQ � I �Q d • �i reetor � �tal l anyenvironmertaldamagecaused byyo�r ❑ Use tempo ary another on-site ur ose to the reatest extent pp y• ORDINANCE OF subcontractors a'employees. ❑ Clean up leaks, c#'ipsandotherspills please be sure to call the Cupertino Sanitary crossing a site and slowthe flow with chedc dams or P P g ! divertrunoffawayfromstormdrains. Site Planning and Preventive Vehicle anmediatelysotheydonotcontaminateso�or Distrid before you start forfurtherguidance on rou hened round surfaces. possibie. I groundwdteror lea�e residueonp8�ed surfaces. ❑ Protect storm drains with sandbags,gravel- flow rate restrictions, backflow prevention,and � g ���r���a���n c p7/31 /17c v„ ,"u „V,. J.. , .. v . T H E C I T Y O F C U P E R T I N O Use dryd�nup methods whenever possble. If filled bags,straw wattles, or other sedime n# handling special clean ing waste (such as acid ❑ o e s i y n a« ���r a��a � � GeneralPrinci @S aw ay from stream s or sto rm drain fnlets, fo r a uto FOR STORM WATER POLLUTION p youmustusewater,usejusterroughtoke�the controls. wash). Discharge flows should be keptto the low and e �@� � refue Iing, and ro utine ❑ Keep anordertysitieandensure good dustdovun. levelstypically possible through a garden hose. PI"aCbC@S DUI7Ilg COI]Stl'UCr1011 �������r� „P h;��p� P�,Yo`f„�� ainten ance C o ntaln housekeepingpracticesareused. ❑ Re-vegetatbn isan excellentf�rmoferosjon Hi herflowratesma be rohibited b local Cheek for Sediment orToxie Pollutants tne area w �cn berm s, sand bag s, or other PREVENTION & WATERCOURSE ❑ Coverandmairtaindumpste�s. Place 9 y p Y ❑ Mairtain equipment properly. dumpsters under ro�s or cooer with tarps or control for any site. ordinance. ❑ Remove existing vegetation only when b a rr ie rs. Cd S� M�E�d�el� fasticsheetin securedaroundtheoutsideofthe absolutely necessary. Plant temporary ❑ Check for odors, discoloration, or an oily sheen PROTECTION. ❑ Covermaterialswhentheyare not in use. p g ❑ Store pesticides, fertilizers, and other ❑ Neverdischarge pool or spa watertoa ❑ M aintain a i� � en�cie s ar,a he avy eq uipm e nt. durrpster.Ne�ercleanoutadumpsterbyhosingit vegetation for erosion corrtrol on slopes or an groundwater. �� sPe�cr�eq� ently ro� a �a repair leaks. Chapter 9.1 � � Keepmaterialsa�weayfromstree�s, storm do�nm ontheconstrudansite. chemicals indoors or in a shed or storage street orstorm drain; discharge to a eet drainsanddraina channels. cabinet. sanitarysewercleanout. whereconstruction is not immediatelyplanned. U Perform major maintenance , repair jobs, a� ❑ Placepaiabletaleisawayfromstormdrans. ❑ ASk yOUI' Clty inspector whether the vehicle and equipment washing off-site, where ❑ Ensuredustcontrdwaterdoesn'tleavesite �esure portabfetoi�etsare ingoodvu�rking ❑ Use pesticides sparingly, according to ❑ Ifpossible,when emptying a pool or spa, let ❑ Protect downslope drainage courses, groundwater mUSt be tested by a certified ciean uP �s e asier. u 9.�8.040 Disehar into the storm drain rohibited ord�charge tostormdrains. order.Checkfrequentlyforleaks. instructions on the label. Rinseempty chlorine dissipate for a few days and then Streams, and storm drains with wattles, or laboratory. a ir yo u m ust drain and repla ce m o to r o il, ra diator coolant, or other fluids on site: use drip pans or � p Advance Planrrng To Prevent Pdlution containers, and use rinsewater as product. rec clelreuse water b drainin it raduall It shall be unlawF�i to diseharge, OC CaUSG', ��OW, OC ermit Nla�erialslWasie Handling Y Y 9 9 Y temporary d rainage swales. Use check dams or d ro p �io cn s to �a c�n d r ip s a �a S p�iis c o �ie�i p ❑ Scheduleexcavation and gradngactivities Dispose of rinsed,empiy containers in the onto a landscaped area. ditches to divert runoff around excavations. ❑ Depe nding on the test results, you m ay be � edu to bedischar ed intoan stormdr�n or natural outle� or fordryweatherperiods.Toreducesoi ❑ PracticeSou�eReduction--rrinirrti�waste trash. Disposeofunusedpesticidesas all spent fluids, store in separate containers, an i g Y rr erosbn,plar�ttemporaryvegetatanorplace wheny�uordermaterialsEstirt�tecarefulty. hazardouswaste. ❑ Donotusecopper-basedalgaecides. Refer to the Regional Water Quality Control 811owed to discharge pumped groundwater t0 properly dispose as hazardous waste trecyc e channel a!1 waste, i ncludin but not restricted to, sew e, othererosion o�ntrols before rain be �,5. u� w h e n e v e r p o s s ib le) 9 � 9 ❑ Recycleexcessmaterials,wheneverpossible, Controlalgaewithch�orineorother Baard's Erosion and Sediment Control Field the storm drain OR you may be required to theErasionandSed�ar►entContrd N�anual, suchasoonaete,asphaEt,scrapmeta� solvents, U In Cupertino, residents with curbsiderecyciing alternatives, such as sodium bromide. Manual for proper erosion and sediment control discharge t0 the sa nitary sewer Ot' C0112Ct a nd U � o n ot u se d�es ei o�i to lu b ric ate eq uipm e �� industrial wastes, petrdeum produets, coal tar or any refuse avai1ablefromtheR ionalWaterQuali can couect �awn, garden andtreetrimmingsin parts, or �i�a n eq� ipm e� c u5e on iv water for �9 �Y degreasers,clear�d vegetation, paper, rock,and Filter Geanin measures. hau I the water off-site for tre atm ent an d a n v o n s ite c le a n in g substance arising from the manufacture of gas from coal or Control Baard,as a reference �,ehicle maintenanoe materials suct� as used oil, Yardwaste toters. Yardwaste will be collecied 9 IC�ItS ❑ ContrdtheamourrtaFr�oFfcrossingyour antifreeze,battenes,andtires: andcompostedbythecity'scontractors. ❑ Cover stock iles and excavated soil with disposalatan appropriate treatmentfacility. u co�er exposed fifth wheel n�t�nes and otner petroleum ch�nicals detergerYts sdvents U Nevercleanafilterinthestreetorneara p o�iy o� greasy equipmencauring ra �� events 7 , , , � , Residents are encouraged to compost site(espeaally during e�avationf) by usng wu�'w.reduee�jv'aske.arqfor info. storm drain. Rinse cartridge and secured tarps or plastic sheeting. ❑ When discha rging to a storm drain, protect the S p i/1 C le a n u p contaminated or chlorinated swimming pod water, pesticides, bermsortemporaryor permanentdrainage ❑ Disposeofallwast�es properly. Matenalsthat yardwaste on-site themselves. Or take diatomaceous earth filters onto a dirt area, as es yardwaste to a landfill where itwill be (12C�ICIC�f'S aC1CI f2CtIIIZ@fS. d�chestodivertwaterflowaroundthesite. cannotbe recycledmustbetakentoan and spade filter residue into soil. Disposeof tnlet Using a barrier of burlap bags filled with U C Ie an � p sP �iis �m m e diately Reducestorrrnn�aterrunoffvebdtiesby appropnate�andfillordi�osedafashazardous composted. spentdiatomaceousearthinthegarbage. df8itl rock, of COver inl2t Wlth fllt2r fabric constructng terr�porary check dams or berrrn waste.Never bu waste materials or leave them LI N e�e � n o s e d o w n "d i rt y" p a v e m e n t o� � ry (J Landscape contractorsshould ❑ Ifthere is nosuitable dirtarea, call anchored under the grate. �m perm eable surra ce s w ne re ri� +ds n a�e spilled 9.�8.07� Ae�cidental Discharge where appropri a te. in thestreet ornearacree kors tream b e d. take clippings and pruning waste u se a ry c ie an uP m e tn od s (a bsorbe nt 1 C ❑ Trainyotremployeesandsubconh'actors. Pe�miLs to a landfill that composts yard Cupertino Sanitary forinstructions on m ateria is, ca t ii t ce r, a n d lor ra9 s� w ne never dischar in filterbackwashorrinsewaterto possible and properly dispose otabsorbent � A l l e r s o n s s h a l l n o�i t h e Director of Public Works g g m ateria �S. p � � Th e c�y c a n p r o u d e b r o c h u r e s a b o u t t h e s e ❑ �n a d d i t i�n t o b c a i r a d n a n d b u�d i m i t s, w a s t e (B FI's Newb ylsland and � ❑ Contact Cupertino Sanitary District at 253-7 t ele phone immediatel y u pon accidentall y dischar g i n g wastes to issuesfor todistr�utetow�orkersat o�r g g `�''e' t he s a ni t a r y s e w e r. Y� Y =-.::�. you wil need to obt8in coverage under the State's Zanke r Rd. lan dfill a re th e nea rest). `' c o n s t r u c t i o n s i t e. I n f o r m y r�ur subcontradors G e n e r a l C o n s t r u c t i o n A c t i�i ty S t ormwater Permit if prio r to discharging to the sanitary Sewer. ❑ s w Qe p � p s pille d d ry m a te ��a is �m m ed ia te iy N ever atte m pt to "w ash th em aw ay" w ith wa te r, en�l e co�termeasures to be talcen by the City to mmi rr�ze about the stormwater reqwrerrier�ts and their yourconstruction sibe's disturbed area totals 5 U Do not blow or rake leaves into , o� b��y th e m ` damage to storm drains and the receiving waters. This ov�m responsib�ities_ Use Blueprint fora Clean acres or rrore.Infamiation on the General Permit tne street. Bay,a construction best management ractioes can be obta�ed frorn the Regional Water Quality ❑ u S e a s i�t tie w a te � a S p o s s i b le f o� d� 5t �o�c�o i tificati an shall be foll awed within ten 10 da s of the date uide available at our Buildin t O�Uflt2f. e ; E n s u r e w a te r u s e d d o e sn 't le a v e s ilt o r n0 , � � �/ g 9�p Contml Board. (fhis criteriawill diangeto one � ti� d is c h a rg e co S to�m d ra i n s. �re as of Mac 2003.) j , L of occurrence, by a detailed written statement d escri bi ng t he ❑ C le a n � P s p;��s o� d irt a r e a s b y d ig g in g u P a n d prop erly disposin g of con ta m inated soil. causes of the accider7tal discharge and the m�sures being taken to revent further occ�rences. Such notifications will not ❑ C a 1 I 91 1 f o r s i g n i fi c a n t S P;��S p ❑ If the spill poses a significant hazard to � rel ieve persons of liabil ity for vi olations of thi s chapter or for any . � � � hum an health and safety, property or the fines im osed on the cit on account thereof under Section r u It�mate res Ons���'� for e n v iro n m e n t, Y o u m �S t a�S o re p o rt �t to th e �` � � owner and the contractor sha e p � State Office of Emergency Services. � . n The property 13350 of the California Water Code, or for violations of Sectio f Califomia Fish and wildlife Code or an other ' ' ' � � � I 56500 , y r n a construction site. You ma be held res ons�ble � appl icable provi sions of State or Federallaws. �he aetiv�ties that occu 0 y � ' ntal dama e cau�ed b our subcontractors or employees. 9.�8.22o ,,;a,ation* _ for any environme g y y Any person who violates any provision af this Chapter shall � be guilty of a misdemeanor and upon conviction thereof shali be punished as provided in Chapter 1.12 ofthe City of r` Cupertino Municipal Code. . . 1 � 4� P�� ��� � ��� � �� � � � � � ����� During Construc tion Chapter 1 .12: General Penalty, Section 1.12.010, paragraph D, � ���`� R �a d W � r� �� Sto r'm D ra in POII utio n * ■ . l � �� r� 3 ❑ Don't mix up more fresh concrete or cement states . n � �� from Roadwork than you will use in a two hourperiod. � licatio o ��� a n d M o rta r � ;,�., �F^ ❑ Set up and operate small mixers on tarps or I �p � ; and ► Uniess otherwise specif ied by this code, an Paint Removal . hea vy plastic d rop cloths. . R oad pa vin g, su rfac ing, and pavem ent re m ova I A I i c a ti o n i r�fraction is punishable by: Solvents and ❑ Paint chi s and dustfrom non-hazardous p p ❑ W hen clea ning u p after d riveway or sidewalk Smal I Busi ness � P a v i n g happen right in the street, where there are numerous construction, wash fines onto dirt areas, not 1 . A fi ne not to exceed $100 for a fi rst violation . dry stripping and sand blasting may be sv�ptuporoollectedinplasticdropclothsand opportunities forasphalt, saw-cuislurry, or down the driveway orinto the street or storm XC@2Cr 200for a seeond violation Adhes�ves dis osedofastrash. excavated material to illegafly enter storm drains. Storm Drain Pollution from dra'�. HaZat"C,DUS Wc"�Ste 2. A fi ne not to e $ p 3. A fine not to exeeed $500 for a third violation of the Extra planning is required to store and dispose of I] Protect applications of fresh concrete and ❑ Chemica{ paintstrippingresidue, andchips General Business Practices materials properly and guardagainstpollution of Fresh Concrete and Mortar mortarfrom rainfall and runoffuntilthe Disposal Prgm SaCT12 Cllapt@C'Wltllltl OC1E �/Gal'. and dustfrom marinepaints, or pairrts storm dra ins, creeks, an d the Say. Storm Drain Pollutionfrom Paints, containing lead, mer�curyortributyltinmust ❑ Develop and implementerosion/sediment Applieations material has dried. B��n�� that generate less 9.�$.24d �IVI� Il�� for illieit disehar es* Solvents, and Adhesives bedisposedofashazardouswastes. Lead control plans for roadway embankments. CJ Wash down exposed aggregateconcrete � 't�/ g based paint removal requiresa state-certified ❑ Schedule excavation and grading work during Fresh concrete and cement-reiated mortars only when the washwater can (1 ) flow onto a than 27 gallons or 220 pounds Any person who c�seharges pollutants, in violaition of this Allpaints, solvents, and adhesivescontain contractor. that wash into lakes, streams, or estuaries dirt area, (2) drain onto a bermed surface from chemicalsthatareharmfultowildlifeinlocal dry weather. Dur►ng Const'ruetion which itcan be pumped and disposed of of hazardous waste per month Chapter, by the use af i Ilieit conneetions shall be civi Ily liable to creeks, San Francisco Bay, and the Pacific Ocean. ❑ When stripping or cleaning building exteriors a re toxic to fish and th e aqu atic ❑ CheCk for and re air leakin e ui ment. properly, or (3) be vacuumed from a catchment To�ac chemicals may come from liquid or solid with high-pressure water, block srorm drains. p g p p e nviro nment. Dis osin of these m aterials are eli ible to use t is program. i in a sum notto exoeed twent five thousand ❑ Avoid paving and seal Caating in wet p g created by blocking a storm drain inlet. 1f � the Cty y ❑ Perform ma or e ui ment re airs at weather, or when rain is farecast, to revent to the storm drains orcreeks can block �a" AnQ_Zgg—��o0 dollars er da er violation for each day i n which such produds orfrom cleaning residues or rags. Paint Direct washwater orrto a dirt area and spade J a p p p necessary, d ivert ru noff with tem porary berms. p Y p materialandwastes,adhesivesandcleaningfluids intosoil.Or,checkwithCupertinoSanitary designated areas in your maintenance yard, fresh materials from contacting stormwater storm drains, causes serious problems, and Make sure runoffdoes notreachguttersor �FV� VIOIatiOCI OCCUC'S. should be recycled when possible,a-disposed of Districtto find out if you can mop or vacuum the whe re cl eanu p is ea sier. Avoid perfo rm ing runoff. is p roh ibited by law. storm d rains. ro rl toprever�tthesematerialsfromflowing washwateranddisposeofitinasanitary equipment repairs atconstruction sites. ❑ When breakin u avement, be sure to pick for a quote. i p pe y ❑ Cover and seal catch basins and manholes g p p into storm drains and watercourses. sewerdrain. Sampling of the washwater may up all the pieces an d dispose of properly_ ! *Excerpts — For complete CODE language referto the City of ❑ When refueling or when vehicle/equipm ent when applying seal coat, slurry seal, fog seal, berequired. Recycle large chunks of broken concrete. See � maintenance must be done on site, designate a or sim ilar materials. General Business Practices � www.rEsr�uc�w�stF:..� for info on recycfers. C�ertino Munici pal Code. ❑ Washwater from painted buildings locatio n away fro m storm drain s an d creeks. v ' ❑ Protect drainage ways by using earth dikes, ❑ Wash outconcrete mixers on�y in designated constructed before 1978 cancontain high ❑ Do not use diesel oil to lubricate eq uipm ent sand bags, or other con#rols to divert or trap washout areas in your yard, away from storm ❑ Never bury waste material. Dispose o#smaf! amountsof Lead,even if paintchips are not drains and waterways, where lhe water will flow amounts of excess dry concrete, grout, and C u pertino HandlingPaintProducts parts or clean equipment. and filter runoff. mortar in the trash. B u ild in g D e pt: present. Before you begin stripping paintor into a temporary waste pit in a dirt area. Let 408-777-3228 ❑ Keepall liquid paintproductsand wastes cleaningpre-1978buildingexteriorswithwater ❑ Recycle used oil, concrete, broken asphalt, ❑ Never wash excess material from exposed- water percolate through soil anddispose of ❑ Never dispose of washout into the street, Pu blic W orks D ept: awayfromthegutter,street, andstorm underhighpressure, test paintforleadby etc. whenever possible, or dispose of properly. aggregate concrete or similar treatments into settled, hardened concrete as garbage. storm drains, drainage ditches, or streams. 408-777-3354 drains_ takirx�paintscrapingstoalocallaboratory. (www.recyclestuff.com for (istof recycling a street or storm drain. Coilect and recycle, or wheneverpossible, recycle washout by (See Yellow Pages for a stat�certified com pa nies.) d ispose to d irt a rea. p umpin g back into m ixe rs for reuse. S a n ta C la ra C o u n ty �aboratory.) __ ❑ Cover stockpiles (asphalt, sand, etc.) and ❑ Wash out chutes onto dirtareas thatdo not Recycling Hotline: PaintingCleanup flowtostreetsordrains. ; J �. 800-533-8414 ❑ Ifthereisloosepaintonthebuilding, orifthe otherconstruction materialswith plastictarps. AS halt/Concrete Rem oval p CI Always store both dry and wet materials „��,� ;��������g�.��� ❑ Never clean brushes or rinse pairrt pairrt tests positive for lead, block storm P P rotect from ra infall and revent r uno ff with �; �F � w w w.re c v c le s tu ff.c o m corrtainers into a street,gutter, storm drain, drains.Check with Cupertino Sanitary District tem p orary roo fs or plastic sh eets an d berm s u n der c over, protecte d fro m rainfall and runoff todeterminewhether ouma dischar ewater � Avoid creating excess dust when breaking asphalt ��� Small Business Hazardous W aste: Frenchdrain,orcreek. Y Y 9 and awayfrom storm drains orwaterways. "`� � tothesanitarysewer,orifyr�umustsendit or concrete. ❑ Park paving machinesover drip pans or ; o 408-299-7300 absorbent material (cloth, rags, etc.) to catch Protect dry materials from wind. , ❑ Forwater-based paints,paint out brushes to offsite for disposal as hazardous waste. ❑ After bre aking up o Id paveme nt, be sure to � . . . ❑ Secure ba s of cement after they are open. ;: � ���� �� C u e rti n o S a n ita r S e w e r D iS tr the extent ssible,and rinse ir�to an inside d rips when not in use 9 p y po remove all chunks and pieces. Make sure Be sure to keep wind-blown cement powder ��' _ �������� 408-253-7071 sinkdrainthatgoestothesanitarysewer. broken pavementdoes not comeincontact ❑ Clean upallspillsand leaksusing "dry" awayfrom streets, gutters, storm drains, t / S a n ta C (a ra V a Ile U r b a n R u n o ff Paint Disposal, Retul'n OrDOnatiOn with rainfal I o r r unoff. m eth ods with a bsorbe nt materials and/or I y ❑ Foroil-based pairrts, paint out brushes to the � rainfall, and ru noff. , P o I I u tio n P re v e n tio n P r m extent ssible and clean with thinner or ❑ Dispose of unwarrted liquid paint, thinners, ❑ W h en makin saw cuts, u se a s little wate r as rags), o r d ig up, rem ove, and prope rly d ispose �� , _ g po g ❑ Do not use diesel fuel as a iubricanton ,� � 8 0 0-7 9 4-2 4 8 2 solvent. Filter and reuse thinners and solvents, solvents,glues,and deaning fluids � po ssib le. S hovel or vacuu m saw-cut slu rry and o f contam in ated soil. r _ concrete forms, tools, or trailers. where possible. Dispose of excess liquids and hazardous waste(call the Small Business re m ove fro m the s ite. C over or p rotect sto rm ❑ Co Ilect an d recycl e or appropria te ly d isp ose of S ta te O ffic e o f E m e rg e n c y residue as hazardouswaste. Hazardous Waste Prgm: 299-7300). S e rv i c e s drain inlets during saw-cutti ng. S weep up, an d e xce ss abra sive g ravel or sand. ??? 1 -800-852-7550 (24 hrs) ❑ Whenthoroughlydry, emptypaintcans, used ❑ OrReturntosupplier.(Unopenedcansofpaint properly dispose of, all residues. ❑ Avoid over-application by watertrucks for dust j�j brushes, rags, and drop doths may be may be able to be returned. Check w9th the ❑ S we ep, n ev er hose d own stree ts to clea n up co ntrol. dis osed ofas arba vendorregarding its"buy-back"policy.) R e p o rt s p ills to 9 � � P 9 � tracked dirt. Use a street sweeper or vacuu m sa„rd C����vduey ❑ Donateexoesspaint(ca11 2 99-7 300todonate.) truck. Do not dump vacuumed liquor in storm Urb.,,�Rt,«o�'f CjfalflS. � Pollution Prevcntion Program UPDATI�D.IANUARY 201 i SHEET: APPROVED�1h,.,._ ',` r� 1 �v� l , �� l � � � � 11 r�I�• � � � 1 �� � PE�RT v __ __�� F � U T i � �I �J ���J ��r �iii�rrs � � C I J �.�J �..�..�.,a�. � � G, c, l � � ��-J J J _1 �J � 2 � T Z PRA _ NT _ ME p � _ E �_ _ T M ANA _ TI N BE N TRU TIMM BORDEN, RCE 45512 12/31/12 DATE DEPARTMENT OF PUBLIC WOit_1�S Fll_.1�:: DIRECTOR OF PUBLIC WORKS �ammunity De�elopment Qepartm nt Planning Dir�ision — Cupertina �u��RT�N4 APPR�VED Case # R 201 �7-16 I � � Appliea#itr�� Numl��r�s} 0 o � o = o � � ¢ o � o � o � � � � � � X i i � i � � � . r � p r o � I B d y: �i r e c t o r 1 S t a f f X � �]{77r0 a f D te b7/3 r 7 c� � r� � � � c c cn cn cn cn cn cn o o � � � m o c� c� c� � oo � z m m cDi� � m � � � � � O O � z z z m m � � z m �.7��n�� mr m o o k��t P�l�/ a � � � � � � � � � Z D D D = = G� = m � � � � � � `�7 �1 � � � m � � O D r Z � � � n r G� D � � m Z O O � � � � � � � � � m � m r Z z � c� � Case Mar�ager m m m m m m X Z z m m m � � m D � D � m � � � O � � � � � � � O Z � � � � � o � � D Z � � � � m i j � D � Z m O Z m n � � _ � � � p C n � 0 m D Z Z r � � m Z r m z = m m m � ? p z O � � � � m \ C m Z �o � --i m cn o C x r � " z �-66.13 � � m 6, ��� '�'o m cDn � z 9������� o � � � � O I �7 � � z o z 30.00' I � � � � �� � � � � � o� � � J � �� o o c^' �-, �� �o � o o° � o N O C 0 � �� � � � C � Z7� � � � � � � z � N m C� N Z � W � S32°10'00"W 107.00' z � � W � � I I J U� " CJi O ol �p I �� O O 'o m � �o m � O �� � � z _ � � � c�-� � _ � — � o � — — � � D 'o � � � o � \ � � N32c�0 00"E 107.00' R1 z �� � z J � � �� � o � o o J 0 0 • cn � � O D � r O o ITI � Z7 �p N c,� � O � \ o D � o, � � � D � I v� � � �, �' � � � � � C W � � ll II N N r � � � � � ' N N I�I C� I+ � � � � O0 � Z � o `° C � � � � � � � � � u . o ll o � o S33°25'26"W 81.83' R1 �� N O� �O � � _� II II °' � MEYERHOLZ COURT c�0 J � W �7 - _ �� S33°25'26"W R1 f o 0 _ � � O Q C zz C � � � fTl Z � � I r I I Ui p N II cn p� � � _ � �� csi -P O ' O �7 O � O I z -� v � 0 o` 0 � -� � -r� � � zl -p � cn 0 0 0 � c� c�, c�, � �I �, o�c zz co mn z� � BEAVEN DR S33°25'26"W R1 CO �I � CT� � W N � Z (/) G7D �1 OOC OCO �J � � � � � � S �7 z CZ < ZZO = O �7 = � � � r�i � � o � � i i � z � � m m D � zz � = � = cn o � = cnoz z o � � � cn � � � r�-� z � � � � ocn � � p� � � m � n m cDi» or= o � cn = � Z cn � zD � O O � Cm N � cmi) nnD (7 � zCo = � o � � o � c� = � � m < z � � = m � o � C/)= � fT1 � rTl O � p � fTl � � O Zr,-� z — r �7 C � fTl � �7 TI Z � Z DZO � � � � o z � oD °� � � � � � cncn � � � � 00 � � r � � 000c� COD � D � � � _ � � c� � D N � O Dm � � � m rCr� c� Cno � � n = = � � rCn � D � � � .(l � � NDz _ � D (m/) r�,� � � � � � � � mm � Z r � � � � < Z m � � � m� = (�i) � O O � � � � D � O = m � m n z = D � z �7 z � � � � D n m z � mcn � � D m � r� � � mz � � � � o � cmi� cDi> DO � � �7Cm = r � � ZOrDfT1D Z7 ' Tl D � z � C m � TI � 0 � 0 � � � � � (/) (/) �J � � � 00 � �7 C7 � � � � C7C7COD fTl O � O � n � 0 O cnc� D z � �" DCmOD � DODD « pm C O � CDmCn � m . � � � DD zpr � _ !�', �xz0 = m �r � � � � � � nn � � cm < O � zr� < � c� r� D D n � oDn � cs, � 0 � � � - - � � � nOOD � � � � � SS � m fTl � N � ITIm = (� � (n S �I � � O z � � � mD � � Dm � r D � � o z DDmz r � z � � o � O � cn D cwn mC� � G� c.�i» � � � o � n � cnr� � z z � � c� � � oozc� mmr,-� � m � D � Z � � � � � c�j� v �o O � _ m — � C � D D r� z � r,-� � oo m o - r m — � � � c� � � m � N (n zz � O � = z � � � � = Ozmz D � p�pmz � � 0 � = m DN � � z � � � � 0 ` _ � � m � o� 00 om � o � m rc� m � � � � � C GD O � � � �p � c�"'r� � � n o m = � � � � � cno� or� D = O � n � m � o � n DS fT1N � � CD � C � m (� � O � zm O � � z � C� � = ` n � zo � N � r=Ti � Dp �mDz zm D mm � � z m z r� D � = � mc� � o � � � cnn � � o z o r m � � r N �n � � r� �'1 � � m � � Z zm � � � p � z m � D � � O � cD � f�Tl D � m � � � mD � n � � � � � o � � X z � � � � C z � D p � � D � r Z � X� � p o m � m � o� � � m � D f=Tlz � � � � � Z O � � � p �7 = C � Dz � O �zcnO � D zzcn � � fTl � z �1 � � � � Z7 � � D � D � �7 � �7 � � � � � � m = z � � m � o � = � z m oor� Z �7 m O C o �' z � � m � � o c� m z � r� � r� � oocDi� a�S ,� P ROFFss V � ")�, X / O � O �� O� � �. �� r v c�.�� o� a T �N Z� p O� °° � � �/9 '� �01����� � _ � o BOUNDARY AND TOPOGRAPHIC MAP SUPERVISED BY DATE 3-��-is REVISIONS DATE N � � W o SCALE AS SHOWN LAN D S 0 F DAYAL Bc C HAN D RA ��-d�- 10521 STOKES AVE PROFESSIONAL LAND SURVEYOR N0. 8921 D R A W N B Y o.osuNA CUPERTINO, CALIFORNIA EXPIRES 9 3o ia CHECKED BY 0.0. �ammunity De�elopment Qepartm nt Planning Dir�ision — Cupertina �u��RT�N4 APPR�VED Case # R-2017-16 Applie�#i��� Numl��r�s} � ��ro�� I Bo d : Di r�ctor 1 Staff i ❑ o 0 0 0 � o N � � � � X Ip � I�Io�� f �D�te 07 1/17 � � � � � ¢ Oo 0 � = � � ; � �� � X S tUre E ika P�veda, � I I �g m c� � m � � � c c cn cn cn cn cn cn o o � � � m o c� c� c� � W � z ��S �"la E�a ge r D D r D D D � � � � � D D D G < � m � � c c m m O 0 D X N m � m m m r � � � z z z z m� � � m n � m o�o o�o � O z Z � � p � � � � � � � � � D D D = = G� 2 m � � m � o � � Z = c� < � r � � � m m � � � D r Z � o D � G� � � r� z O O D D cn cn cn � � m � r � m m Z Z � � G� c� � D m D � m � � � m � m Z Z � � � � o Z � � � � � � o ? � D z � � � � m m Z D � Z m O z m c� � r = � � � p C n � p D Z m � Z � m z z r m z � m � � p Z � r � � m r � m m cn o � C X r �7 " Z rG p m � � m D � N Z ' O � � m 0 � � � _ � � � � — — I � � � r� x � C � I � I � fTl X m r� x � . m D x � � r'� 00 cn � � � m z I � � � � �, � I � m � D � � fTl r p D �/// ////�// %/% / %� /, � �,/�./�/,/ � � � p .S.` r � O � I / x —X —X —X — —x ---v — X X �lE �Jl��� X — X N32°10'00"E 107.00' R1 m � � i � x = N X � � � � r I � m z L o •'� � �� �0-0 - � � � � m � m I � m � � X EX. DRIVEWAY o X � �-, � � �' � C� X � ` � D I � � N O� � _ � / � D � � � �I � n � � W r,-� � \ D � C _ p r �I � D z �` +� 00 � cn c� z °� � (_/) ��„ � -- o o z � z X � � � � � O 0 J C3i O m � � N O � � o � � °' o ITI � � � ' o � � o � � N o � � o 'i/� coNC. V � D � � � + � �-, EX. �I " `� C X N � N � J � � CO pp � � � I � - z � m m � � c x .. � X � � � �7 - T1 m � D� � x m � �� o = u 6 � � o � ; � m m C X � � � i m X ITI v'_ � �0 • � ZJ n �n u r,-i m o `O o x z o ' J c� u,,o � � N 0 27.1' � � '�' , D n O � ' ,' � / � � � � . � � � _ o � m m / � x � u r — — X - X- �Y — — � � � N � — X � ���— ;— � X���-- � � S33°25'26 'W 81.83' R 1 �-, � �' � � � r� � x / co ?< o /� cfl � O � / � , � � _ � J ll o r� m � � � - cn o m iv � � � O ��j II D � — � � r c�D J � < � � � m � ii z � � m � o � � , Q o m _ MEYERHOLZ COURT S33°25'26"W R1 m x � m D — — - x z � � � — — — — — — — — — — — — — — — — � _ � — — — — — — — - z O �I _ O r m CO �I � CT� � W N � Z (/) G7D �1 OOC OCO �J � � � � � � S �7 z CZ < ZZO = O �7 = � � � r�i � � o � � i i � z � � m m D � z �z � = � m � p � i? cnoz � � � � � r�-� z r � � � D � D � � m � cn fTl � r� � c � � o ocn � � � � — � � c� Z � zD � O OC CI"�Tl C/J � (/) nnD m � m n � = �) 0 �7 O � � C� = � � m � z � � _ � z C�= � r,-� � CTI O � p � m � O DC7 r �7 C � fTl � �7 TI C7 Z � n I"Tl � zO � z � � o z � oD °� � � � � � cncn � � � � 00 � � r � � 000c� COD � D � N � � c7 �7D N � O DmC � � m rCr�lc� Cn � � � c� = = � � rCn �7 D � � z Z7 z _ � Dc.mi> r�,i � � c�n � � � � 'T"T' � z � � � � � < Z � � � O pm �7 � = D � z � �7 � � � � � � � mcnD � D m � r� � � mz � � � � o v�i '� � f�Tl = r = � ZO � DfTIy � � Dmz � C mD G� m � �7 � � � � (J) (J) �7 � � � 00 � �7 c7 �p �1 � � c7c7COD fT1 � � � �� � � � � � m D C m O D � D O D D < < p m C r O � C D m Cn m � cnc� D z � � DG� � m � Co � � zOo � � � r� r� z � � � � � < � �ozcn � D z r,� � � D � O � !-'� Ozcn � rOOD � c � mm = = c � mz � zr� mm = � D N = � � z m � o �� � � � � � � � � n � � � � � � � r,-� r,� � m � rcn � N � � � � � o � � z � � o — � � z z � � c� � � z � oozn m � z � � � m � � � o � � � m � � � � O n � �r'� � _ m � � C � D D � m z m � � r� � c1i � � � � O �7 � C � � � � = z D r? z m � oo � z � m O 0 � � � D G � z � N � � «� � o� oo � m � o � m � m m � � m � � < o � � � �� m = � � � �7 � � � 0� � m mD r = �7pC � z n fD D = miv � � � D � C � � � m O z � m z �� � z � � N � r=Ti � Dpp�mDz zm � mm � � o � z � D II � r� oo^ � mC cnmom � o z o r z � � � � oN � fTl � p Z z z � � m � D �p .. z f7 D �m � � � mD � n � � o � r c,a mz � O � pDz � D ,00 m m o x � � � m � D = r � D� _ � � � � � � O� O � � mo � = z DZ � O �z (n0 � D � fTl � z �1 � � � � Z7 D � y p � � � � O � m � o � _ � � m o z � mo O N z � D � O C7 � � m m a�S ,� P ROFFss o ")�, X / O � O �� O� � �. �� r v c�.�� o� a T �N Z� p O� °° � � �/9 '� �01����� � _ � o BOUNDARY AND TOPOGRAPHIC MAP SUPERVISED BY DATE 3-��-is REVISIONS DATE N N � W o SCALE AS SHOWN LAN D S 0 F DAYAL Bc C HAN D RA ��-d�- 10521 STOKES AVE PROFESSIONAL LAND SURVEYOR N0. 8921 D R A W N B Y o.osuNA CUPERTINO, CALIFORNIA EXPIRES 9 3o ia CHECKED BY 0.0.