Plan Set_2.pdf Anat Shmariahu
ADDITION AND REMODELING
ANAV Design
408-206-5992
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L E G E N D SURVEYOR`S NOTE
• FOUND 2.5' BRASS DISC IN MONUMENT WELL RCE 8718 ' HANDICAP RAMP THIS MAP CORRECTLY REPRESENTS A SURVEY DONE
BY ME OR UNDER MY DIRECTION IN CONFORMANCE �
O SET 5/8" REBAR WITH PLASTIC CAP LS 5571 � STORM DRAN MANFIOLE WITH THE REQUIREMENTS OF THE LAND SURVEYORS
O SET NAL AND 3/4' BRASS TAG LS 5571 IN CONCRETE
� DROP �ET ACT. THE BOUNDARY LINES SHOWN HEREON ARE ,
❑ SET WOODEN HUB ON PROPERTY LI� OR AT OFFSET AS NOTED � pf{pp�E MANHOLE BASED ON A BOUNDARY SURVEY DONE BY WILSON ry,
� FIRE HYDRANT LAND SURVEYS. �9s I
� WATER VALVE OO SEWER MANHOLE � I
Qc SEwER CIEANouT �����-- 3-22-2017
----------------------------------
� WATER hETER —SS— GREEN PAINT- EVIDENCE OF UG SEWER LfJE KENNETH D. WILSON LS 5571 LOT 29 TRACT 4416 �
JP � PARKfJG P£TER TRACT 4416 N o, ��
� JOINT POLE 237 "M' 54-55 a, 237 "M" 54-55 � RAISED RED PAINT
� � �N SITE BENCHMARK � I
UTILITY POLE ry� S89'35�44"W � � E " �
ELEVATIONS FOR THIS SURVEY ARE BASED ON ASSUMED ,� 9� � _yPHONE BOX
TP TELEPHOPE POLE CONTROL PONT _ -- 9' � °C o
• � � I I n b "^ —_--_—_�—_�w\ � d
ELEVATION OF 500.00` AT CONTROL POINT tf1. � 9 6 "' ioo.is' 9a0
`', s f '` --� --_^��. I 11 � RAISED
� GUYWIRE Y}c LAMP POST �� ' - _.
—W— BLUE PANT- EVIDENCE OF UG WATER Lf�E 30" RW �; � Q e ,e' c�� _____ �, l-� �,� �� UTILITY BOX
, ❑E ELECTRIC BOX •y �! p � WOODEN SHED ___�_ __�;GM EM ` � �n� I
� ELECTRIC hETER WALL GENERAL NOTES 19�93 ` ,'^ ''A�� � � � __ ��a � 1 �
,---_.._..,,_
BRICK 18.28' �— i rWW_�_.1, f t ` - �----�c�-- � �,��`'J� I I
� GAS METER � BOLLARD 1. TREE SIZES AND TYPES ARE APPROXIMATE AND WALL j j '�.,�
II � � I
� —O— WOOD FENCE SHOULD BE VERIFIED BY A CERTIFIED ARBORIST. �T�'� i i � LANTER
MONTORfJG WELL 8.27��— i� �� L � �
%a CONCRETE 2. FINISH FLOOR ELEVATIONS ARE TAKEN AT DOOR �� � GARAGE FlNISH��
i STONE j i FLOOR ELEVAl10N=499.26' I
—G— YELLOW PANT, EVDENCE OF UG GAS LI� LO LIVE OAK THRESHOLDS. / �� �RIVEWAY
wo WMTE OAK 3. BUILDING CORNERS WERE LOCATED AT FINISH �j -- , LANTER � I
❑P PHONE PEDESTAL LOCATIONS (STUCCO, BLOCK OR WOOD AS IT EXISTS IN I� g—�'� `� � - I
RW REDWOOD i iSIEP ��_'�
� TYP. TYPICAL THE FIELD). �� /- --- ''��
P PHONE BOX 20.04' �i'i___.• i�� �---------'. �r--�--- on ��'�
PROPERTY LINE j
� PFIOPE MANFIOLE " � ��-'�� � BUILDING �� � o-Aa'o ,�
�� ��^�� ��K FE�� UNDERGROUND UTILITY NOTE '"-��� ;; � ;' ;; �`" `
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—P— ORANGE PANT, EVIDENCE OF UG PHONE LI� P•U.E. PUBLIC UTLITY EASEhENT o;� � __� �_ I y��, �
S.P.E. SLOPE PROTECTION EASEMENT UNDERGROUND UTILITY LINES, IF SHOWN, DEPICT OUR !,� !�,POND t,�,^. � FINISH FLOOR 19�9t
� TRAFFIC SIONAL CONTROL BOX ESTIMATION OF WHERE THE ACTUAL LINES MAY BE ___�' �,. ' 3 �----kh � _--_� �o � DGE IOF PAVEMENT��
�'ryb � . `--- s------1 ELEVAT10N=501.01' � �$� 7REE !� :"r ' � �4" TR �
BRIqCS LOCATED. THE LINES WERE DETERMINED BY CONNECTING i- -��+ '�r`���,��
� TRAFFIC SICNAL � VISIBLE UTILITY APPURTENANCES AND ALSO BY USING WOOD POST ? o�o'��� ;7�r%.';j � � I �
PAINTED MARKINGS PLACED BY OTHERS. THE UNDERGROUND ��;--�,�"� �' - ,__ > _ I ti 28' 28�
TV TV BOX ' , ,;% ,r,o ; e0 f-�-----�'� �,
❑ UTILITIES MAY OR MAY NOT BE AS DEPICTED ON THIS �i , •. , 9. � J� I w,`+�
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SURVEY. NO LIABILITY IS ACCEPTED FOR ANY o I� � J 12"a.�92EE
DISCREPANCIES, OMMISSIONS OR ERRORS WITH REGARD TO ,cvi�; f_�'-��___`-,,, i � LOT 31 ����--�� /' I � FVIDENCE OF �
—OH— OVEPo-IEAD LINE I I tiDeRGROUND
SAID UNDERGROUND UTILITY DEPICTIONS ON THIS SURVEY. LOT 30 , � � y. I �GAS LINE
—TV— ORANGE PAINT, EVIDENCE OF UG TV L.� �j �� "' '�"`-
�ro �� iRACT 4416
237C M4 54-55 m �` �`�`,':�% % / 237 "M" 54-55 ,,,` I
BASIS OF BEARINGS i�ll \;,h /' LOT AREA: .17 ACRES I $ .P' ^i i I I Q
j I 7,514 SQ FT
FOR THIS JOB IS NORTH 0'23'50" WEST BEING THE ;� �� ��,,__,� o°'� � I � �
BEARING OF THE TWO FOUND MONUMENTS ON RIEDAL ; �`; --� �J I I J
PLACE AT THE INTERSECTION OF WHEATON DRIVE AND AT J '�I Q
�`^- �`;-__,__�%, �
THE CENTER OF CUL-DE-SAC, PER 237 "M" 54-55. WA�� i+' - -�� '� ; FlNISH FLOOR I � e '� �00 ,A^� w
�Np.� ey �'�� � �i i � ~�ELEVAilON=500.95' 9 �
�$ TREE I 6 7R�
�'b°�^ �o^ �i� � 10' PUBLIC UTILITY 56'� � �9 9 � y �
C' i� � EASEMENT PER 9 I ' �°j� a°j^ "^
��" ��� 1 237 "M" 54-55 / `t • °' ya
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CONTROL POINTS n° �'� �
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POINT NORhiING EASTING ELEVAPON DESCRIP�ION 7" �REE i i ' HOT '%i OOL ESUIPMENT ______________�� , ,y�
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Landscape Plan & Tree Location Map #�-4ea.4��DBH �qs�, ,
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Capetala,CA 95�10
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LANDSCAPE PLAN&TREE LOCATION MAP
10133 RIEDEL PLACE,CUPERTINO
PREPARED FOR-TOM&LULU CHEN
APN-316-21-061
6/28/2017 Base map provided by:Wilson Land Surveys
Los Gatos
Anat Shmariahu
ANAV Design
408-206-5992
55' - 11"
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ANAV Design
55' - 11�� ,� 408-206-5992
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3a ANAV Design
A8 4a 408-206-5992
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ANAV Design
408-206-5992
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Anat Shmariahu
ANAV Design
408-206-5992
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ANAV Design
408-206-5992
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Anat Shmariahu
ANAV Design
408-206-5992
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Anat Shmariahu
ANAV Design
408-206-5992
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Anat Shmariahu
ANAV Design
408-206-5992
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Anat Shmariahu
ANAV Design
408-206-5992
========
Anat Shmariahu
ADDITION AND REMODELING
ANAV Design
408-206-5992
OWNER:
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_ — PROPEETY I 'I I REMOVING THIS PART OF THE (E) ANAV Desi I1
LINE FENCE TO BE 5' FROM PRPOERTY LINE Q �
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VERIFIED FOR COMPATIBILITY WITH NEW CONSTRUCTION SHOWN HERIN. IN THE EVENT N � ' � � `V �'
THAT DISCREPENCIES ARE FOUND IN THE DRAWINGS, THE DESIGNER SHALL BE N p �, E N M SECOND FL I , � Z � " 4 w U W �
N OTIFIED BEF ORE W ORK CAN PR O CEED. _� B _� M W I N D O W � I = � � (E) HOT , o PATONF ooR _ _ � V O
M N P R I V A C Y P L A N � � � z TUB 2 0 R E A R S E T B A C K - F I R S T F L O R � 6 92� � Q �
2. THE CONTRACTOR SHALL FIELD INSPECT THE JOB SITE PRIOR TO � ' - ' J
COMMECEMENT OF WORK AND SHALL ADHHERE TO ALL RULES GOVERNING _ � � I 6 — � U
C O N S T R U C T I O N, B U I L D I N G A C C E S S, S A F E T Y A N D T H E U S E O F T H E F A C I L I T I E S A S c., � � � � � J
.
� 12.63' 25' REAR SETBACK - SECOND FLOO z Q W �
SET BY THE BUILDING OWNER, BUILDING DEPARTMENT AND ALL OTHER LOCAL M z I --------- ---- -- - -- - - -- - - - -- - -- ------, � z 0
AGENCIES. , , I � '� � w Z
3. THE CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS IN ACCORDANCE o � I z ', ', I � � Q — �
WITH ALL FEDERAL , STATE AND LOCAL CODES PER INDUSTRY STANDARDS UNLESS 2' - 0 /2" 20' 2 1/2" � o , � I � ' ', w � � �
NOTED OTHERWISE. ALL PRODUCTS SHALL BE USED PER : = = Q I - � I __ ----_-- � o a J M W
MANUFACTURERS RECOMMENDATION. � PO A F � � W � � � I ', I `� � J � �
Area _� 13 6 56 SF = I w o I �� - , a _ p �
4.ANY PORTION OF THE EXISTING BUILDING, SITE OR LANDSCAPING DAMAGED BY N N Q O N I - , li J � U
THE CONTRACTOR OR HIS SUBCONTRACTORS SHALL BE RESTORED TO THE 287 SF � I po a I ' I �
CONDITION PRIOR TO DAMAGE AT NO COST TO THE OWNER OR TENANT. _ � �� I , I � „ ', ,
2 6 � 7 3 2 S F 2 N D F L O O R i � - $ ��� I r
� C — i �ADDITION '
5. NEITHER THE DESIGNER'S REVIEW OR APPROVAL OF SHOP DRAWINGS SHALL � PORCH ' , � , O
� = � O
REILIEVE THE CONTRACTOR FROM THE RESPONSIBILITY FOR DEVIATIONS FROM 5' HIGH WOOD ' �
THE INTENT OF THE DRAWINGS AND SPECIFICATIONS UNLESS AGREED TO BY THE G- 451 SF o I � , � � , �
DESIGNER IN WRITTEN FORM N GATE I �� � � I O �
GARGAE ' � I � p �o I� �
6. T H E C O N T R A C T O R I S R E S P O N S I B L E F O R C O O R D I N A T E O F A L L W O R K I N T H E O I � p , z
J O I � II
FIELD TO ENSURE TIMELY COMPLETION OF THE PROJECT. � I � Q , v I� � I
wo ,
7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK REQUIRED � I _� -, O J ' Y � I Q �
LL I � U � m I
T O C O M P L E T E T H E W O R K, I N C L U D I N G, B U T N O T L I M I T E D T O: � U Q �
1) ALL WORK REQUIRED TO PREPARE FOR NEW WORK. 15' - 0" 19' - 7" - , � � cwn n ; , m I w
2) THE REMOVAL OR RELOCTION OF ALL EXISTING PIPES, CONDUITS, WIRES EST. I Y I ' � � � � c� I z
3)THE TEMPORARY SHORING REQUIRED DURING CONSTRUCTION TO ALLOW FOR \ Q I ', U � O F�RNA�E , cwi� I� o
NEW WORK. ( �
o m I Q &TANKLESS I
WH IN GARGAE I w
4) THE PROTECTION OF THE WORK FROM ANY DAMAGE DUE TO FIRE, WEATHER OR � I I w CONCRETE I�� � I � � �
VADALISM. 2 F I RST F LOO R AREA P LAN D IAG EAM � � PATH �
w I I � 20� _ $�� ', � 5' HIGH WOOD
5) THE REMOVAL OF ALL DEBIES AND ECESS MATERIAL AMD BROOM CLEANING P_� 1/8" - 1'-0" ,� � � I I p �� _ � GATE �
E A C H A R E A A F T E R W O R K I S C O M P L E T E D. 28, _ $ ��2„ I r� � _ I u� , �,
N N I i , O
8. Notes For Fire Department � � I �� T L A W N L A W N �� N I J
� ', �
a. Water Supply Requirments: Portable Water Supplies Shall Be i , `, _ � GAS METER
Protected From 12.83 � � � _______ __ ____________J � ADDING 1"
� � -----
� 0 25 FRONT SETBACK- SECOND FLOOR GAS LINE
Contamination Caused By Fire Protection Water Suplies. It Is The � "�' (E)GARGAGE a
Responsibility Of The Applicant And Any Contractors And Subcontractors � UPGRADE
Yo Contact The Water Purveyor Supplying The Site Of Such Project, And ' I � i , 6 97, CLI ENT
200 AMP
To Comply With The Requirments Of That Purveyor. Final Approval Of 20' FRONT SETBACK- FIRST FLOOR, ELECTRICAL
The System Under Consideration Will Not Be Granted By The This Office _ 2 CARS PANEL
' o
n il m li n Wi h R irm n f Thw W r P rv r f R r � DRIVEWAY
U t Co a ce t e u e ts O ate u e o O eco d
p q y ADDITION L I L U L U & X I TO M
Are Documented By That Purveyor As Having Been Met By The �, ° � �
Applicant. 2010 Cfc Sec 903.3.5 And Health And Safety Code 13114.7 S -732 SF N C H E N
b. Address Idenification: New And Existing Building Have Approved
Address Numbers Or Approved Building Identification Placed In Position Q`� ,
That Is Plainly Legible And Visible From The Street Or Road Fronting The �n
Property,. These Numbers Shall Contrast With Their Background. ��� t7 °
Address Numbers Shall Be Arabic Numbers OrAlphabetical Letters. / ` 2O S9, JOB NO.
Numbers Shall Be Min Of 4" High With A Min Stroke Width Of 0.5". � � . 2 - - � � - - — PROPERTY LINE
��
Where Access Is By Means Of Private Road And The Building Cannot \ �7 0� ' 55 88�
Be Viewed From The Public Way, A Monument, Pole Or Other Sign Or 3 S ECO N D F LOO R AREA P LAN D IAG RAM ��7� ■ 17-�
Means Shall Be Used To Identify The Structure. , „ _ , „ \ - _ - - -
Cfc Sec 505.1 P-1 1/8 - 1 -0
`�.
LOT: 5829 SF � o � � DATE
c. All construction site must comly with applicable provisions of the cfc a.P.N: 3as-ss-o�5 _ - - - - - - - - -
_ F LOO R AREA AN D CO�/E RAG E ZONE: R�_�o -
ca ter 33 and the standard detail and s ecification si 7.
p p �
AUGUST
CALC U LAT I O N S & F LOO R AR EA EXISTING PROPOSED ALLOWED/ 2017
9. Contractor Shall Locate And Raise To Grade An Existing Property Line REQUIRED
Clenout. Property Line Cleanout Must Be Within 5' Of The Property Line. �oT REVISIONS
Cleanout Shall Be The Same Diameter As The Street Portion Of The EX I S I T N G P RO P O S E D COVERAGE 3035SF 3035 SF 3381.3 SF R I E D E L P L
Service Lateral. Gravity Lateral Is 4" Diameter Min. O.C. 4101 40.3% 40.3% 45% •
10. District Ins ection Is Re uired Prior To Clearance For Cit Of San SECTION DIMENSIONS AREA SECTION DIMENSIONS AREA FLOORAREA � �ITC p� n A � � 8•28
p a y FLR 2625 F 3357 SF 3381.3 SF I C r /`11 V
Jose Final Inspection. Owner To Call District At Least 48 Hours To FIRST FLOOR TOTAL /�
/� 2�-��2° X 2�-���� 6 SF % 34.9% 44.6% 45% �/$�� _ ��-�° L A���NG SECON�
Schedule District Inspection. District To Provide Building Department , „ , „ B+C+D+E+F 2155 SF P-1 /
With Written Notification U on Com letion Of Ins ection.O.0 5104 B 13-11 1/2 x 31 -2 1/2 436 SF
p p p C 15'-0" x 19'-1" 287 SF A 2'-1/2" x 6'-1/2" 6 SF N FLOOR
� „ �� PO 4'-6" x 2'-10" 13 SF , „ , „ „ , „ , „
All Conditions, Requirments And Recomendations Are To Completed At D 27�-10 x��29-3�_ �� 815 SF GARAGE 12'-6"x 21' 0" 451 SF SETBACKS 36 - 9 5 - 8 - 1 17 - 0 9 - 4 1/2 PRIVACY PLAN
The Owner'S Ex ense. E 14-3 1/2 x 39 2 1/2 561SF FRONT �sT 19.90' 19.90� Zo�
p �� � �� SECOND FLOOR FRONT 2ED NO 2ED 47'-4" 25'
Storm Water Surface Or Roof Drains, Other General Surface Runout F 20- 2 1/2 x 2-7 1/2 56 SF , „ , „ REAR 1ST 19.91 19.91' 20'
S 28-8 1/2 x 25-6 732 SF
Water Or Condensate From Anr Residential Havc E qi pment Shal Not Be PO 4'-6 1/2" x 2'-10" 13 SF REAR 2ED NO 2ED 2��-3�� 2s� B=11 SF
Discha ed To The Sanita Sewer. GARAGE 21'-6"x 21' 0" 451 SF RIGHT �sT 6.97' 6.97� 5� C=3 F
g � RIGHT 2ED NO 2ED 20'-8" 15' B
OVERHANG 410 SF LEFT 1ST 12.83' 12.83' 12'
TOTAL FLOOR AREA: HABITABLE FIRST& SECOND LEFT 2ED NO 2ED 26�-2�� 15� B C=3 F
TOTAL FLOOR AREA: HABITABLE + NONHBITABL FLOOR+ NONHBITABLE
TOTAL HABITABLE ( A+B+C+D+E+F)= 2161 SF TOTAL HABITABLE: (B+C+D+E+F)+S= C=3 F _
SF BREAKDOWN B �
6+436+287+815+561+56= 2161 2155 + 732 = 2,887 SF EXISTING CHANGE IN TOTAL PROPOSED '
TOTAL NONHABITABLE (PO+G)= 13+451=464 SF TOATAL NONHABITABLE (G+ PO+A)= 470 SF B o
TOTAL FLOOR AREA 2161 + 464 - 2,625 SF TOTAL FLOOR AREA 2,887 SF + 470SF = 3,357 SF HABITABLE LIVING 2161 SF +732-6= 726 SF 2ss�sF A-624 SF D=142 SF E=340 SF F=188 SF N
- + AREA �����95 B DRIVEWAY
TOTAL COVERAGE 2161+ 464 + 410 - 3,035SF TOTAL COVERAGE: HABITABLR FIRST FLOOR NON HABITABLE AREA 464 SF +6 SF 470 SF <�. 20 9� B
NONHABITABLE+ OVERHANG 2155 + 470+ 410= 3,035 SF `�7 �4� ��''
LOT CALCULATION: �7� B
NET LOT AREA 7514 SF
LOT SIZE : 7514 SF
FRONT YARD 1406 SF MAX40% IMPREVIOUS ALLOWED=564.4 SF �7' - 5 1/2�� 55.88�
MAX LOT COVERAGE: 45% 7514 = 3381.3 SF IMPREVIOUS 8XB+ E=88+340 =428 SF 37.5%<40°�0 19' - 3 1/2" 56' - 7 1/2"
MAX F.A.R.: 45% 7514 = 3381.3 SF PREMEABLE A+8XC+D+F=624+24+142+188=978 SF 75' - 11�� �
EXISTING LOT COVERAGE 3,035SF 40.3%
PROPOSED LOT COVERAGE: 3,035 SF 40.3% 4 F RO NT YARD D IAG RAM
EXISITNG F.A.R 2,625 SF 34.9% # The second to first floor area ratio is 732/2161=33.8% less than 66%.
PROPOSED F.A.R. 3,357 SF 44.6% P-1 1/8" = 1'-0" � /��� __ � �-O��