RM-2015-21b „ ,
OFFICE OF COMMUNITY DEVELOPMENT
CITY HALL
10300 TURRE AVENUE•CUPERTINO, CA 95014-3255
�U P E RT 1 N C7► (408) 777-3308• FAX(408)777-3333•planning _cupertino.orq
July 22, 2015
Ming-Chieh Tsai
1199 Stafford Dr.
Cupertino, CA 95014
SUBJECT: MINOR RESIDENTIAL PERMIT ACTION LETTER-Application RM-2015-21:
This letter confirms the decision of the Director of Community Development, given on July
20, 2015, approving a Minor Residential Permit to allow the extension of an existing non-
conforming 5' building setback line, located at 1199 Stafford Drive, with the following
conditions:
1. APPROVED PROTECT
This approval is based on the plan set entitled "Addition & Remodel, Tsai Residence, 1199
Stafford Drive, Cupertino CA 95014” consisting of eight sheets labeled "AO to A6 and T1",
dated Received June 30, 2015" except as may be amended by conditions in this resolution.
2. ANNOTATION OF THE CONDITIONS OF APPROVAL
The conditions of approval set forth shall be incorporated into and annotated on the
building plans.
3. ACCURACY OF THE PROTECT PLANS
The applicant/property owner is responsible to verify all pertinent property data
including but not limited to property boundary locations, building setbacks, property
size, building square footage, any relevant easements and/or construction records. Any
misrepresentation of any property data may invalidate this approval and may require
additional review.
4. CONSULTATION WITH OTHER DEPARTMENTS
The applicant is responsible to consult with other departments and/or agencies with
regard to the proposed project for additional conditions and requirements. Any
misrepresentation of any submitted data may invalidate an approval by the Community
Development Department.
5. EXTERIOR BUILDING MATERIALS/TREATMENTS
Final building exterior treatment plan (including but not limited to details on exterior
color, material, architectural treatments and/or embellishments) shall be reviewed and
Minor Residential Permit Action Let��.� Page 2
RM-2015-21
approved by the Director of Community Development prior to issuance of building
permits. The final building exterior plan shall closely resemble the details shown on the
original approved plans. Any exterior changes determined to be substantial by the
Director of Community Development shall require a minor modification approval with
neighborhood input.
6. INDEMNIFICATION
To the extent permitted by law, the Applicant shall indemnify and hold harmless the City,
its City Council, its officers, employees and agents (the "indemnified parties") from and
against any claim, action, or proceeding brought by a third party against the indemnified
parties and the applicant to attack, set aside, or void this ordinance or any permit or
approval authorized hereby for the project, including (without limitation) reimbursing
the City its actual attorneys' fees and costs incurred in defense of the litigation. The City
may, in its sole discretion, elect to defend any such action with attorneys of its choice.
7. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS
The Conditions of Project Approval set forth herein may include certain fees, dedication
requirements, reservation requirements, and other exactions. Pursuant to Government
Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the
amount of such fees, and a description of the dedications, reservations, and other
exactions. You are hereby further notified that the 90-day approval period in which you
may protest these fees, dedications, reservations, and other exactions, pursuant to
Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-
day period complying with all of the requirements of Section 66020, you will be legally
barred from later challenging such exactions.
Please note that if this permit is not vested within a year, it shall expire on July 22, 2016.
Staff has made all the findings that are required for approval a Minor Residential Permit as
required by the of Cupertino's Municipal Code, Chapter 19.28.140 (A).
Also,please note that an appeal of this decision can be made within 14 calendar days from
the date of this letter. If this happens,you will be notified of a public hearing,which will
be scheduled before the Planning Commission.
1. The project is consistent with the Cupertino General Plan, any applicable specific plans, zoning
ordinances and the purposes of this title.
The proposed project is consistent with the General Plan as the project is within the
Low Density land use area. There are no applicable specific plans that affect the
project. The project has been found to be consistent with the requirements of
Cupertino Municipal Code Chapter 19.28 Single Family (R-1) Residential.
Minor Residential Permit Action Let�..� Page 3
RM-2015-21
2. The granting of the permit will not result in a condition that is detrimental or injurious to
property improvements in the vicinity, and will not be detrimental to the public health, safety
or welfare.
The granting of the permit will not result in a condition that is detrimental or injurious
to property improvements in the vicinity, and will not be detrimental to the public
health, safety or welfare as the projects is located within the R1-6 (Single Family
Residential) zoning district, and will be compatible with the surrounding uses and
neighborhood.
3. The proposed project is harmonious in scale and design with the general neighborhood.
The proposed project is located in a residential area consisting of single family homes.
The proposed project maintains the single family home scale found throughout the
neighborhood.
4. Adverse visual impacts on adjoining properties have been reasonably mitigated.
Any potential adverse impacts on adjoining properties have been reasonably
mitigated through setback conformance.
Sincerely
r�� �
,..
------.___...
Phillip Br n n
Assistant Planner
City of Cupertino
�lzilli�b@cu�ertino.or�
Enclosures: Approved Plan Set
PROPERTY LINE 63'
PROJECT DATA: �UN � � SCOPE OF WORK. (E)POWER — — — — �
PUBLIC SERVICE EASEMENT o i7
TSAI RESIDENCE 1) DEMOLISH EXISTING DINING ROOM, KITCHEN, BATHROOM 1, POLE �WIRE CONNECTION EASEMENT ;�,
1199 STAFFORD DRIVE BEDROOM 2, LAUNDRY ROOM AND SEVERAL CLOSETS NEXT TO MASTER I Z
CUPERTINO, CA 95014 BATHR�OM. "
� � � � �
SINGLE STORY, SINGLE FAMILY RESIDENCE Y 2� REMOVE EXISTING FIREPLACE. � z a� a
CONSTRUCTION TYPE: V-B I � � PAVEMENT = a
OCCUPANCY GROUPS: R-3, U 3) RECONFIGURE EXISTING LIVING SPACE TO ADD NEW BEDROOM 4, ' j N ��
ZONE: R-1 NEW BATHROOM 1 AND NEW CLOSEfS. I �
APN: 362-11-028 � �
4) CONSTRUCT 798 S.F. NEW LIVING SPACE AT FRONT OF HOUSE.
LOT SIZE: 7,119 SQ.FT. INCLUDING NEW KITCHEN, NEW LAUNDRY ROOM, NEW POWDER ROOM, Designer
TOTAL EXISTING LIVING AREA: 1,663 SQ.FT. NEW LIVING ROOM, NEW BEDROOM 2 AND 3. (E)E�Ec.
PROPOSED HOUSE ADDITION AREA: 798 SQ.FT. Ma,iN
TOTAL PROPOSED LIVING AREA: 2,461 SQ.�f. 5) ADD NEW PORCH AT FRONT OF THE HOUSE. 1203 STAFFORD DR P�E� 1199 STAFFORD DR 1195 STAFFORD DR
Linda Lin
E GARAGE AREA: 462 SQ.FT. 5525 Crown Blvd. #41068
� � 6� RECONFIGURE AND REPIACE EXISTING ROOF THROGHTOUT. I san �ose, cA ssteo
EXISTING FLOOR AREA: 2,125 SQ.FT. � EXISTINGHOUSE
PROPOSED FLOOR AREA: 2,923 SQ.FT. 7) INSTALL NEW KITCHEN CABINETS, PLUMBING FIXTURES AND AREP`
TOTAI FLOOR AREA ADDED: 798 SQ.FT. APPLIANCES; INSTALL NEW BATHROOM VANITIES AND PLUMBING � s'-o•�
FIXTURES. s'-0'
5'ANN. 5'AIIN
> F T UIRED: 45� 6) INSTALL NEW LIGHTS, SWITCHES AND ELECTRIC OUTLETS WITHIN � �
X STING LOOR AREA A 10: 0 0�
%. SCOPE OF WORK.
�,� �
HOUSE ADDITION PERCENTAGE TO EXISTING HOUSE: 38% "'°"
REQUIRED FIRST STORY MAX. HEIGHT: 28' DRAWING INDEX:
PROPOSED FIRST STORY HEIGHT AT FIRST STORY ADDITION: 15'-11� HOUSEADDITION a
AO TITLE SHEET/SITE PLAN
� �� �� ��� ��� w
T1 CONSTRUCTION BEST MANAGEMENT PRACTICES PLAN '•� ` ,.;� Q w � �
EXISTING HOUSE �
A1 DEMOLITION AND PROPOSED FLOOR PLANS ' qREp, O V �"'� O
A2 EXISTING AND PROPOSED ROOF PLANS _, IG r� Q �
APPLICABLE CODES: A3 EXISTING AND PROPOSED ELEVATIONS � � F
A4 EXISTING AND PROPOSED ELEVATIONS MEETER a I "� � W U
A5 PROPOSED SECTIONS �,,,°°�*� Y (E)3/4"m—� Q �
PROJECT SHALL COMPLY WITH THE A6 PROPOSED MEP PLAN � TER LINE � �.y O �
2013 CALIFORNIA BUILDING CODE (BASE CODE 2012 IBC), � DSC P � (n � �
2013 CA RESIDENTIAL (2012 IRC), S1 GENERAL NOTES AND ABBREVIATIONS � � DBH:10" � �p, SCAPE Z w � Z
2013 CA PLUMBING (2012 UPC), S2 STRUCTURAL FRAMING DETAILS �
)2'm UNE � a _, EXISTING 4NE I aj �
2013 CA MECHANICAL (2012 UMC), S3 STRUCTURAL FOUNDATION DETAILS � � � O E� a
2013 CA ELECTRICAL (201 1 NEC), S4 FOUNDATION PLAN �I p o x I TREE TO R IMAIN LANDSCAPE � W
2013 CA FIRE (2012 IFC), S5 ROOF FRAMING PLAN ' i � N� SEE)1MER �Ra,� ���E ' PAVEMENT N � Q�t �
2013 CA ENERGY CODE, STRUCTURAL CALCULATIONS LANDSCAPE DRI AY LAND CAP� DRNEWAY � I DRIVEWAY �
AND CUPERTINO MUNICIPAL CODE. I � c�En OUTE � Q � � U
T-24 ENERGY REPORT AND CALCULATIONS i o I lANDSCAPE �
_ _ PROPERTY LINE 63' Z"y�q5 LIN�
-�- ------ - - ------------- -
SIDEWALK �
VICINITY MAP:
NDSCAPE LANDS APE DBH:S' �p•o WATER MAI LANDSCAPE
GENERAL NOTES: � �'` �
�` EXISTING OLNE TREE (E)WA R
, ,r_ � � TO REMAIN;TO BE MEfER
1. THESE PLANS AND DESCRIPTION OF MATERIALS SHALL GOVERN - R STAFFORD DRIVE PROTECTED PER
` ..
PUBUC WORK STD.
THE EXTENT OF THE WORK TO BE DONE. ANY DISCREPANCY oEFnu�T s-a
BETWEEN THESE DOCUMENTS AND FIELD CONDITIONS MUST BE — --------------�-------ie"0 RCP STORM MAIN Revisions By
CALLED TO THE ATTENTION OF THE DESIGNERS AND STRUCTURAL
ENGINEER. ANY DISCREPANCY NOT REPORTED TO THE DESIGNER � 06/10/15 LL
AND ENGINEERS WILL ABSOLVE THEM OF ANY RESPONSIBIUTY. `��y���� � ��+�+ �a tu; "rt CENT R UNE OF ROAD a'�VCP SEWER►.aiN � _ _ �06/25/15 LL
�' — — — — — — — —
2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DESIGN AND
INSTALLATION OF ALL TEMPORARY BRACING AND SHORING PRIOR TO 1 SITE PLAN �
THE REMOVAL OF ANY SUPPORTING STRUCTURE. , r; AO SCALE: 3/32" = t'-o"
,;; � � � ,� ..�.��. ���.
3. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS MUST NORTH �
FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO THE
SUBMITTAL OF BID PROPOSALS AND CONSTRUCTION. SHEET NOTES CITY STANDARD NOTES AND DETAILS
4. THE GENERAL CONTRACTOR IS FULLY RESPONSIBLE FOR THE 1. lOT COVERAGE - 1. ALL WORK SHALL BE IN ACCORDANCE WfTH THE STATE OF CAUFORNIA DEPARTMENT OF TRANSPORTATION STANDARD DI8WII L.L. �
SATISFACTORY COMP�ETION OF ALL WORK IN ACCORDANCE WITH „�b t��.�;,,�.r- £vz'r�":` �a�k=�U r ,,.- NET LOT S!7_E: 7,119 SQ.FT. SPECIFICATIONS (LATEST EDITION,AS AMENDED),AND STANDARD PLANS(LATEST EDITION,AS AIAENDED),AND CITY OF
AAA)CIM LOT COVERAGE ALLOWED: CUPERTINO STANDARD DETAILS.THf CONTRACTOR SHALL PERFORM THE WORK DESCRIBED IN THE SPECIFICATION,AND Check
THE PROJECT PLANS AND SPECIFICATIONS. -- a5z x�,119 � 3,204 SQ.Ff. AS SHOWN ON THE DRAWINGS,AND TO THE SATISFACTION OF THE CITY ENGINEER.
PLUS Sx(ROOF OVERHUNG dc FRONT PORCH) Date OS�ZG�iS
5. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE X 7,119 = 356 SQ.Ff. 2. APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR CONTRACTOR OF THE RESPONSIBIL(TY FOR
DIMENSIONS. ANY DISCREPANCY SHALL BE BROUGHT TO THE PROJECT AREA TOTAL ALLOWED: 3,204+ 356 = 3,560 SQ.FT. THE CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF SC81E NOtCd
CONSTRUCTING IMPROVEMENTS, PUBUC INTEREST REQUIRES A MODIFICATION OF/OR A DEPARTURE FROM THE CfTY OF
DESIGNER'S ATTENTION IMMEDIATELY. PROPOSED FOOTPRINT OF THE HOUSE 2,923 SQ.FT. CUPERTINO SPECIFlCATION OR THESE IMPROVEMENT PLANS.THE CRY ENGINEER SHALL HAVE THE AUTHORITY TO
PROPOSED FOOTPRINT OF HOUSE PLUS ROOF OVERHUNG REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE
6. DIMENSIONS SHOWN ARE TO FACE OF FRAMING OR FACE OF PROJECT CONTACT INFO: &FRONT PORCH AREA: 2.923 +511 = 3,434 SQ:FT. < COMPLETED,AT THE SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR.
CONCRETE UNLESS OTHERWISE NOTED. s,sse sq.Fr. oK. TITLE SHEET
3. CONTACT PUBLIC WORKS, (408) 777-3704, FOR INSPECTION OF GRADING, STORM DRAINAGE,AND PUBLIC
PROPERTY OWNER 2 ALL FENCES ARE EXISTING STANDARD 6� HT. IMPROVEMENT'S. �►SITE PLAN
7. TYPICAL DETAILS APPIY WHERE NO DETAILS OR SECTIONS RESIDENTIAL FENCES. NO PROPOSED FENCES.
AMY TSAI 408-937-8871 4. THE CONTRACTOR SHALL LOCATE UNDERGROUND FACIUTIES IN THE AREA OF WORK.THE CONTRACTOR SHALL
ARE PROVIDED. 1199 STARFFORD DR., 3. NO EXISTING TREES WILL BE REMOVED. CONTACT UNDERGROUND SERVICE ALERT (USA)AT 811 TWO(2)WORKING DAYS IN ADVANCE OF ANY WORK FOR
CUPERTINO, CA 95014 LOCATION OF THE UNDERGROUND FACILITIES.
8. ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE MOST 4. LOT SFIALL BE GRADED TO DRAIN SURFACE WATER
AWAY FROM THE FOUNDATION WALLS.THE GRADE SHALL 5. ALL PUBLJC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY.
CURRENT ISSUES OF THE C.B.C., U.M.C., N.E.C., AND C.B.C., AND CONTRACTOR j; FALL A MINIMUM OF 6"WRHIN THE FIRST 10 FT(59.
ALL GOVERNING LOCAL CODES AND ORDINANCES. ALL THOSE �� L1 �� �:f s��� � �� -� E).WHERE LOT UNES, WALLS, SlOPES OR OTHER 6. CONTRACTOR IS RESPONSIBLE FOR DU5T CONTROL AND ENSURING THE AREA AWACENT TO THE WORK IS LEFT IN
WORKING ON THE PROJECT MUST HAVE THE REQUIRED LICENSE STANLEY CHEN 408-888-2898 i: f��':�,�4'a;i,4�������_._.„
� PHYSICAL I R P OHI fT 6"OF FALL WITHIN 10 FT, A CLEAN CONDfTION.
10181 EMPIRE AVE., � t w-"""""""�'�'^^*�' E CONSTRUCTED TO ENSURE
AND EXPERIENCE. CUPERTINO, CA 95014 ��� ��yF�������s'�� � D INAG AY FROM THE STRUCTURE. (CRC R401.3) 7. CONTRACTOR SHALL REVIEW CIlY DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR
[� y y � .,� REMOVING ANY TREES.
9. ALL ITEMS INDICATED ON PLANS ARE NEW AND INCLUDED IN DESIGNER �� � ffHIN 10 FT OF Tl-IE
THIS SCOPE OF WORK UNLESS OTHERWISE INDICATED AS E - �e �, BUI�DING fOUNDATION SHALL BE SLOPED A MINIMUM OF B. UTIUZE BEST MANAGEMENT PRACTICES(BMP'S),AS RE�UIRED BY THE STATE WATER RESOURCES CONTROL BOARD,
� � �INDA LIN 408-627-1299 �"� I � �.4�y14 ROM THE BUILDING. {CRC R401.3 EXCEPTION) FOR ANY ACTIVfTY,WHICH DISTURBS THE SOIL.
EXISTING. 6525 CROWN BLVD. #41068 �'�(�°4"`��� ,�.,,,.��� �.,,ro, �,�
9. A WORK SCHEDULE OF GRADING ANO EROSION dc SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE CITY 3heet
SAN JOSE, CA 95160 � � ENGINEER BY AUGUST 15. NO HI�LSIDE GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15.
���r���1�C�
STRUCTURAL ENGINEER "��� _� - 10. TO INRIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION.
JOE CHYOU 40S-ZZ9-3S17 iCase 1�9�nda4r,i Y 11. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FR01A BUII.DING FOUNDATIONS AND AO
6525 CROWN BLVD. #41OFi$ DIRECTED TO LANDSCAPED AREAS.
SAN JOSE, CA 95160 12. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY,THE CONTRACTOR WILL BE RESPONSIBLE fOR
PULUNG AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT.
53'-0" 53'-0"
13'-9" 14'-0" 6'-0' 17'-6" 13'-9" 14'-0" 6'-0" 17'-5"
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�� o Son Jose, CA 95160
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� 1 FIRBT FLOOR DEMOLITION PLAN � (N)COLUMN,�oF � Date 05/16/15
(N)STEPS,TYP OF Scale Noted
A1 SCALE: 1/4" = 1'-0" � (2)W/7'H. RISER
21'-0' 21'-0" 17'-3" 13'-4'
NORTH
NEW DOOR SCHEDULE NEW WINDOW SCHEDULE DEMOLITION
2 FIRST FLOOR PROPOSED PLAN �D
MARK WIDTH HT. MATERIAL �EXTER OR �E NOTE MARK W. HT. SHT' SME TYPE GLAZING NOTE �� PROP03ED
A� SCALE: 1/4" = 1'-0'
FLOOR PLANS
1 PR.5'-4" 6'-8' S.C. EX.ENTRY SWING 'REUSE EXISTING 1 g'-0" 6'-0� 2'-0' SLIDING - - - NOR`�
DOUBLE ENTRY DOORS 2 5'-0" 5'-0" 3'-0' SLIDING EGRESS TEMPERED -
2 PR. 5'-0" 6'-8" S.C. INTERIOR POCKET - 3 5'11-1/2" 3'-11" 3'-0" SUDING EGRESS TEMPERED +REUSE EXISTING GENERAL NOTES
3 PR. 5'-0" 6'-B" S.C. INTERIOR SUDING - 4 6'-0" 3'-11' 3'-0' SUDING EGRESS TEMPERED �REUSE EXISTING
1. SFIOWER STAILS SHALL BE A MINIMUM i1NISHED INfER10R OF 1.024 SOWRE MJCH6,
4 2'-8' 6'-B" S.C. INTERIOR SWING - S 1'-11' 4'-2' 2'-B' SINGLE HUNG - TEMPERED •REUSE EXISTING BE GPABLE OF ENCOMPASSMIC A 30 INCH DWAEfER CIRCLE.AN'!DOORS SHALL SWMIG LEGEND
5 2'-6� 6'-B" S.C. INTERIOR SWING - 6 5'-0" 3'-6' 3'-6� SUDING - TEMPERED - our oF nie o+aosuRe w�ve�c�over+xac ov zz�Nc�s wr+u�uw.(cx soe.s,
408.6)
6 2'-B' 6'-8" S.C. INTERIOR SWING - 7 7'-11' 4'-2" 2'-8` SINGLE HUNG - TEMPERED +REUSE EXISTING 2. SHOWER STALLS M!p BhTHR1B5 WffN SHOWER HEADS INSTALLED,SW1LL HAVE WALLS (E)CONSTRUCTION
7 PR. 6'-0" 6'-8" S.C. INTERIOR BI-FOLD - 8 1'-11' 4'-2" 2'-8' SINGLE HUNG - TEMPERED •REUSE EXISTING FlN�SFIW WIfH A NON-ABSORBENf SVRFACE FOR A MINIMUM oF e�r�sove n��oort. _____
B 2'-g" 6'-8" S.C. EXTERIOR SWING - 9 5'11-1/2" 4'-0" 3'-0" SUDING - TEMPERED - 3 n�w�tvt c�oser sw�u w�ve�ctrarr��+ce ov�o iNCHes wroe(ts iNcr�s a+ ----- �E)CONSTRUCTION TO BE DEMOLISHEO
cw�)M+o 2s iNcr�s n+Fnorrt.(cPc soz.$)
9 2'-8' 6'-8' S.C. INTERIOR SWING - 10 5'-4" 1'-2' 6'-8" FIXED - - TRANSOM ABOVE � (N) CONSTRUCTION Sheet
ENTRY OOORS 4. WHERE THE WATER CLOSEf(OR OTHER PLUb�ING FlXTUR�COMES MlTO CAMACT WfM
10 2'-8' 6'-8' S.C. INTERIOR BARN DOOR - THE WALL OR FLOOR,THE JOIM SHALL BE CAULKm AND SEALED TO BE WATERTICHT.(CPC _____
404.p� (N)OVERHEAD CONSTRUCTION
11 PR. 4'-0" 6'-8" S.C. INTERIOR BI-FOID - 11 7'-11" 2'-11" 3'-6" S�IDING EGRESS TEMPERED +REUSE EXISTING
72 2'-8' 6'-B" S.C. INTERIOR BARN DOOR - 12 4'-0' 1'-6' S'-0" SLIDING - TEMPERED - Q (N) DOOR A�
13 2'-8" 6'-B" S.C. INTERIOR SWING -
14 2'-8" 6'-8" S.C. INTERIOR SWING - ON (N)WINDOW
15 2'-6" 6'-8" S.C. INTERIOR SWING -
(N)COMPOS�E SHINGLE (N) STUCCO WAL�.TYP.
(E) MASONRY FIREPLACE (E)COMPOSRE ROOF e THROUGHOUT,TYP.
SHINGLES
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- �� - � FINISH GRADE �H GRAD � � FINISH GRADE
�06/25/15 LL
(E) PAINTED STUCCO 5�-0 (N) PAINTED STUCCO
3 EXI3TING BACK ELEVATION 4 PROP03ED BACK ELEVATION
A3 SCALE: 3/16" = 1'-0" A3 SCALE: 3/16" = 1'-0"
Dra�va L.L.
Check
Date 05/16/15
Scale Noted
SHEET NOTES
1. EXTERIOR PL4STER/STUCCO NOTES: ERISTINGF AND
A)WEATHER RESISTNE BARRIERS SHALL BE INSTALLED AS PROPOSED
REQUIREO IN SECTION R703.2 AND,WHERE APPUED OVER ELEVATION3
'� WOOD-BASED SHEATING, SHALL INCLUDE A
�� S r��� r �i 1'�'` -^- WATER-RESISTIVE VAPOR-PERMEABLE BARRIER WITH A
�•f� ���g�E �F f` `j`_ ,,,,�,,,,���,,,o,�„�„��T_��7 PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF
;��� �� ��� � � ��/���� GRADE D PAPER (R703.6.3)
i
I i ��' �� 8) PLASTERING WRH PORTLAND CEMENT PLASTER SHAIL
NOT BE LESS THAN THREE COATS WHEN APPUED OVER
��������. � ���� �w �� ��� METAL LATH OR WIRE IATH AND SHALL BE NOT LESS
THAN TWO COATS WHEN APPUED OVER MASONRY,
CONCRETE, PRESSURE-PRESERVATIVE TREATED WOOD OR
DECAY-RESISTANT WOOD AS SPECIFIED IN SECTION R317.1
�a��� �r s" � OR GYPSUM BACKING (R703.6.2)
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� 1)A MINIMUM VERTICAL ATTACHMENT FIANGE OF 3-1/2
INCHES PROVIDED AT OR BELOW THE FOUNDATION PLATE
UNE AT ALL EXTERIOR WALLS.
iNCHES ABOVE EEEART OR 2EINCHES ABOVENPAVED�REA.
A3
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\ FIRST FLOOR
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FlNISH GRADE � �
\
' (E) PAINTED STUCCO (N) PAINT OVER(E)
STUCCO
� EXISTING SOUTH ELEVATION 2 PROPOSED SOUTH ELEVATION
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06/10/15 LL
(E) PAINTED STUCCO (N) PAINTEO STUCCO (N) PAINT OVER (E)
sTucco 06/25/15 LL
3 EXISTING NORTH ELEVATION 4 PROP03ED NORTH ELEVATION
A4 SCALE: 3/16" = 1'-0' /a4 SCALE: 3/16" = 1'-0"
Dra�va L.L.
Check
Date 05/16/15
SHEET NOTES
Scale Noted
1. EXTERIOR PLASTER/STUCCO NOTES:
A)WEATHER RESISTIVE BARRIERS SHALL BE INSTALLED AS ERI8TING AND
REQUIRED IN SECTION R703.2 AND,WHERE APPUED OVER
WOOD—BASED SHEATING, SHALI INCLUDE A PROP03ED
WATER—RESISTIVE VAPOR—PERMEABLE &4RRIER WRH A ELEVATIONB
PERFORMANCE AT LEAST EQUNALENT TO TWO tAYERS OF
��r'��������.r,� .a �_,..,�,r..e..�....,�,,._�,.,....�,�..-,� GRADE D PAPER(R703.6.3)
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���,�� ;��d�.�0���� ���i / I NOT BE LESS THAN THREE COATS WHEN APPUED OVER
, , ,,,,,,,,,,,,N ,_,,,,.,..R,� MEfAL LATH OR WIRE LATH AND SHALL BE NOT LESS
THAN iW0 COATS WHEN APPLIED OVER AAASONRY,
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'`"' "' '�'� "`�" OR GYPSUM BACKING(R703.6.2)
�i����r���� ``"' C A MINIMUM 26 GA. GALVANIZED CORROSION—RES�STANT
,��� ����"��,4" ::. .�..:y • EEP SCREED WITH: (R703.6.2.1)
�' � �J� INC ES PROVIDED v TRTOR BE OW THENFO DAT ON FPLATE/2 Sheet
UNE AT ALL EXTERIOR WALLS.
2)THE SCREED SHALL BE PLACED A MINIMUM OF 4
INCHES ABOVE EARTH OR 2 INCHES ABOVE PAVED AREA.
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/ (�9EDROOY� 1. EXTERIOR PLASTER/STUCCO NOTES:
S o o (N)BEDROOY z o � o A)WEATHER RESISTIVE BARRIERS SHALL BE INSTALLED AS
p P � \ \ o REQUIRED IN SECTION R703.2 AND,WHERE APPLIED OVER
c o
(R� o o \ o 0 o WOOD-BASED SHEATING, SHALL INCLUDE A
� WATER-RESISTNE VAPOR-PERMEABLE BARRIER WITH A DiBWII L.L.
FlRST FLOOR � FIRST FLOOR GRADERDAPAPERT(R70 T6 3)UNALENT TO TWO LAYERS OF
�FlNISH GRADE � � FINISH GRADE Check
(�CRAWL SPACE �� (j{LCRIWL SPACE .�� IEl CRAWL SPACE (fJ CR�WL SPACE B� PLASTERING WITH PORTLAND CEMENT PIASTER SHALL
��\������ ���/�� NOT BE LE55 THAN THREE COATS WHEN APPLIED OVER D8tC 05/16/15
� ��j��j��/��j \/�j�/�/ �j�j�j�/ �j� /�/�j�/�j �j�/�j�j� \/�\/�\/ MEfAL LATH OR WIRE LATH AND SHALL BE NOT LESS
�j �j �j � / �j �j �j �j �j �j �j � / �j �j �j �j �j / �j �j �j �j �j �j THAN TWO COATS WHEN APPUED OVER MASONRY, SCBLE NOtCd
� \� \� \� \ \� \� \� \� \ \� \� �� �� �� �� �� �� \� �� � �� �� �� �� � �� �� CONCREfE, PRESSURE-PRESERVATNE TREATED WOOD OR
� �j�j� � � � ������� � � � \�\�\�\���\ \ \�\�\ \/ �j\ DECAY-RESISTANT WOOD AS SPECIFIED IN SECTION R317.1
/ //\ \ \/\��\� \� \ \ \ \ \ \\/\\\/�\\/�\\/�\\/�\\/�\\ \ \�\��� � OR GYPSUM BACKING(R703.6.2)
C)A MINIMUM 26 GA. GALVANIZED CORROSION-RESISTANT PROPOSED
WEEP SCREED WITH: (R703.6.2.1) s'�,ri��s
�. 1)A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2
�� � `'���t 9 X�''1�1'f� INCHES PROVIDED AT OR BELOW THE FOUNDATION PLATE
, �e�}�.e�i��,s1�6,l1,;�� LINE AT ALL EXTERIOR WALLS.
2)THE SCREED SHALL BE PLACED A MINIMUM OF 4
INCHES ABOVE EARTH OR 2 INCHES ABOVE PAVED AREA.
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A5 SCALE: 3/16" = 1'-0"
A5
ELETRICAL MECHANICAL CALGREEN NOTES
9. s�n�rmou rtFuonvi•
AN D P LU M BIN G N OTES n�a/SHOWER AND WATER GLOSET RFQUIRD,LNTS
- - - 1. ANNUTAR SPACES PROUND PIPES.EIECTRIC GBLES.CONWffS OR OTHER
ANY NEW OR REPLACm MIXMIC VALVE MJ A SHOWER(INCLUqNC OVER A OPENMIGS IN SOLE/BQTTOM PUiES AT IXTERIOR WALLS SHALL BE PROTECfm
TUB)SFNLL�PRESSURE BAIANCIPM.SEf AT A A147(IMUM 120'F.AM'NEW Mpp7pp,ONCRETE Al4SONRY.EOR 5 URL�ACCEPfABL.E MPEfHO 55 P RHCCEBSC
APPLiGBLE ELECTRICAL,/PLUMBING CODE AND RECUUTIONS FOR RESIDEMIOL OR REPUCm WATER-FlLLER VAWE MI BATHTUBS/WHIRLPOOLS SIMLL
/,'` BEDROOM 4 8����'' VNVE A iEMPERATURE LIMRING DEVICE SET AT A MA7(IMUM OF 1Z7 F.THE SECl10N 4.406.1
LLV � WATER HEATER THERMOSTAT CANNOT BE USED TO MEET TH6E PROVISIONS. p, /�y p�7µD OTHER REUTED NR DISTMBUTION COMPONENT OPENINGS
A. KrtGHEN RE►qDEL• (CPC 408.3,409.4) SHµl gE COVERED W1TH TAPE.PIASfIC.SHEET MEfAL,OR OTHER ACCEPTABIE
Fl Fr.nri.0 nRFucurs; MEfFqDS AT THE TIME OR ROUCH INSTALUTION OR DURINC STORACE ON THE
51qy1Qt STALLS SFNLL BE A MINIAIUM FlNSHED qfTERIOR OF 1,024 SQIAAitE CONSTRUCTICIN SffE AND UMIL FlNAL STARTUP OF THE HFATING AND COOUNG
1. COUNTERfOP RECEPTACLES SF1Al1 MEEf ML OF THE FOLLOWNlG �NCHES,BE CAPABLE OF ENCOAIPASSINC A 30 INCH DWAEfER CIRCIE.AHY EplNpNp�T.CGBSC SECTION 4.504.1
REWIREMEMS:(CEC 210.8,210.52,406.11) DOORS SFNLL SWINC OUT OF THE ENCLASURE WWE A CLEAR OPENING OF 22
� MASTER BEDROOM MICHES MMNMUM.(CPC 408.5,408.6)
3. BATHROOM DfN�UST FANS MUST BE ENERGY 5TAR COMPWM.MUST BE
EXISTING N.L RECEPTAClES SFNLL BE f.'�1 PROlECTm AND TAMPER-R615TANT(TR). SHp�yQt STAl.LS AND BA71ifU85 WfTH SFIOWER HEADS INSTALLED.SVIALL DUCTm TO TERMINATE OUTSIDE THE BUILDINC,AND MUST BE CONTROI..LED @Y A
RECEPTACL6 SFMLL BE PRWIDED AT�11 COVNfERTOP AREAS WfTH A F��E w��s FlNISHm WfTH A NON ABSORBENf SURFACE FOR A MINIMUM OF HUMIDISTAT WHICH SVNLL BE READILY ACCESSIBLE.CCBSC SECTION 4.506
Q AIINIMUAI qMENSION OF 12 M1CHE5. 6 FEET ABOVE THE iL00R.
� EXI NG 4. HEA7ING AND NR-CONDRpNMIG SYSTEMS SHALL BE DRIGNED IN
� BE LOG7ED SO TNAT NO P0�1R�5 MORE THAN 24 INCH6 FROM A THE WATER CLASET SWLLL INVE A CLFARWCE OF 30 NJCFiES WIDE(15 ACCORON�ICE WRM THE REQUNtEMENTS OF CGBSC SECTION�-5072
RECEPTACLE WTLET MFASUREU HORIZONTALLY ALONC TFiE WALL MICHES ON CENTER)AMD 24 INCHES IN FRONT.(CPC 402.5) 5. ALL PLUMBING FlXNRES AND F'fTTINGS SHALL MEEf TNE STANMRDS Dl6�IIEi
RECEPTAClES SFMLL BE LOU7ED NO MORE TFIAN 20 INCH6 ABOVE WHERE THE WATER CLOSET�OR OTHER PIUMBNJG Fl7C1UR�CqAR MtTO REFQtENCED N.l TABIE 1401.1 OF THE 2013 CPC.PER CCBSC SECfION 4.303.3.2
(�CLOSET � SEALED TO BE WAiEWiifIGHT.R(CPC 40 2)JOIM SFNLL BE CAULKED ANU
COUMERTOP. 6.DUCf SYSTEMS ARE SIZED.DESIGNED.AND EWIPMENT IS SELECTEU USING
M T T ISlANDS CENINSUUS SFNLL HAVE AT IEIST ONE RECEPTACLE NOUNTED NOT nre rouowx+c MEiHODS:
/ Linda Lin
I / � EXISTING MORE TIW�12 NICHES BELOW TME COUMERTOP AND WHERE THE
COUNfERTOP DOES NOT EXTEND MORE TFMM 6 MdCMES�YOND RS B�ISEE• a)ESTABLISH HEV 1055 ArW HFAT CAIN VALUES ACCORDING TO ANSIWCCA 2 6525 Crown Blvd. #41068
I WATER EFFICIEM PLUY6MIG FlXT11BE5(CALIFORNN CMl CODE 1101.4(A)) ���-z��R EWNALEM' Saf1 JOSe, CA 95160
2. KITCHEN RECEPTACIES SFMLL BE SUPPLIED Bf CIRCUIIS MEEiING ALL b)SRE DUCT SYSTEMS ACCORDMIG TO ANSpACCA 1 M4NUAL D-2009 OR
/ � THE GWFORNN CML CODE REOUIR6 TIMT ALL EX5TMIG NON-COMPLLWT
I I Of THE FOLLOWING REOUIREMEHIS:(CEC 210.11,210.52,422.18) pLUMBINC Fl%TURES(BASEO ON WAIER Ef'FICIENCI')THROUCFiOUT Th�ViOUSE BE E��M'
COUNfERTpp RECEpTACLES SFMLL BE SUPPUED HY A MINIMUM OF TWO UPGRADED WFIENEVER A BVILDING PERMR IS ISSUED FOR REMODELING e)SELECT HEATpIC AND COOUNC EWIPMEM ACCORDINC TO ANSI ACCA S
� 20-AMP BRANCN CIRCU115. 1UPROVEMENIS.RESIDEMML BU0.DMIG CONSTRUCTED AFTER JANUAF2Y 1,1994
� I (N) FAMILY ROOM � � � (N� BEDROOM � ARE pfpAp7 FqqA 7�{IS REOUIREMENT.RffER TO KRCHEN NOTES FOR THE MANUN.5-2004 OR EOUNALEHf.
A pEpICAT7Ep pRCU1T 15 REWIFtED iDR COR�AND PLUG CONNEGTEU RANGE TABLE SHOWS iHE FlXTURES THAT ARE CONSIDERm TO BE NON-COMPLAIM AND � fry�p,�y�µ�s SF41L BE ifLJNm AND CERTIFlW IN THE PROPER
/ EXISTING I I S� I IXWWST HOODS.SEPARATE CIRCURS IMY BE REQUIRm FOR THE C.�RBACE THE hPE OF WATER-CONSERVING PLUAIBNlG FlXTURE hMT SIiOULD BE . INSULUTION OF HVAC SYSTEAIS.
p6POSi11.,DISFiWASHER,AND BU�LT-Nl MICROWAVE BASED ON THE �K�• SPECNL INSPECTORS EMPlOYED BY THE ENiORCING AGENC!MUST 8E GUAUFlED
� / MANUFACTURER'S REOUIREMFNTS AND THE MOTOR RA71NG. AND ABIE TO DEAIONSTRATE COMPETENCE IN THE D5C1%JNE THEY ARE
I � � 7Fu R D �� .(CBC 2406.4,2403.1 AND CRC JfM.t,R30E.�)
I I ANY t�W RECEPTACLES ADDEU IN 7HE DINMlG MEA,BREAKFA5f ROdA, TEMPERED CLAZINC SFWLL BE MISTALLED M1 TNE LOCAT10N5 USTED BELOW. ����''
,u CLOSET PANTRf.OR SIIAM.AR ARFA SHALI BE SUPFUED BY A 20-AMP CIRCUff,7HE TEMPERED CUZM/C SFMLL BE PERWWENILY IDENfiF1ED 9Y A MANUFACNRER ��FlGTION OF CAMPLIANCE WRH TH6 CODE 1MY INCLUDE CONSiRUCiION
� \ ilL�i ` COUNfERTOP pRCUITS IMY BE USED TO SUPPLY THESE AREAS. MARK�MG TMAT 5 PERA4WEMlY APPIJW AND CANNOT BE REMOVED WfTHOUf DOCUMENIS,PLANS,SPECIFlGTIONS BUILDER OR MlSTALLER CERTIFIG4TION,
J BQNG U6TROYm E.C.SANO BlASIED,ACID EfCHED,CERAMIC FlREA,LASER �NSPECTION REPORIS,OR OTHER MEfFIODS ACCEPTABLE TO THE ENFORGNG
� \ � AGENGY WHICH SHOW SUBSTANTNL CONFORMANCE
\/h THE IXISTING ELECTRIUL PANEI.IMY NEED TO BE UPGRADm.OR A EfCHED.OR EMBOSSED).
tY� I I SUB-PANEL ADDED,1F 7HE REOUIREMENTS ABO'JE CANNOT BE
�C ' I ACCOMMOM7ED. WITHIN A PORTION OF WALL ENCLOSING A TUB/SHOWER WHERE THE BOTTOM
\ �N� 14� pfPOSED EDGE OF THE GtAZING IS LESS THAN 60 INCHES ABOVE THE STMIDING
/ � L____J SOLATUBE � SURFACE AND DRAIN INLEf. �
N WA R .1 M P LAIAING F7%TIJR6(GWFORNI4 CML CODE 1701.4(A)):
NI R OM �-- �^ WRHIN 60 INCHES OF A TUB/SHOWER WHERE THE GIAZMIC IS LESS TWW 60
/ � Q TME CALIFORNIA CNIL CODE REOUIRES TFMT ALL IXISTINC NON-COAIPLMNT M1CHE5 ABOVE THE WALKING SURFACE.
'�y PLUMBING FlXNRES(BASED ON WATER EFFICIENCI�THROUGFIOUT THE HOUSE �
BE UPCRADm WHENEVER A BUILDINC PERMR IS ISSUED FOR REAIODELINC
rl 14 � IMPROVEMENTS.R610EMNL EUILDING CONSTRUCTm AF7EFi JANWRY 1,1994 w �
\ I � � ARE p(EAIPf FROM TFNS REWIREAIENT.THE FOLLOWINC TABLE$FpWS THE Fl cCTRIC�fl lc1(T1NG REWIREYENIS � 1"I
\ I / SOLATUBE ��� THE IYPE OFTWAiERCCNONSERv1NG PLUMBINC FlXTURE THATNSNOULD BE ALL RELEPfACLES SW1LL BE CFCI PROTECim AND TAMPER-RESISTANT(TR). 0 � ~ O
IN5TALLED:
� (%� � 1 2 0 0.�2 U.o1��06.UT"E'S SFNLL HAVE A DEDICATED 20-AMP qRCUR.(CEC � Z Q Q1
1 \
<y o
/ �-�-1 � �C 11Mdfmn WnCaiyirrMwrMRrtun �°�"�"a�wwieer IXHAUST FANS WITH MIMMUM VENTIUTION RA7E OF SO CFIA ARE RECUNtm IN Fiy �i
$ roau•�n e s n�n�awvw l A LL B A 7 H R O O M S,E V E N I F AN OP E R A B L E WINDOW IS NiSTALLEO.IXHAUST FANS � �
� � /' 4 I � -------�--'r-� w�oerae�ec(re�eq e�nreru.nfa Wianinuh tvnYu+mun ANU LIGFiTING SW1LL HAVE SEPARATE COMROL SWfICHES(EVEN IF A Q
� � � (N� CLOSET _�_ � � dneQtlunl�wtlaYi�xrte 10NIoRimrueert�Opq COUBINA1pN UNfT IS MlSTALLED).THE IXHAUSf iAN tAAY NEm TO BE SUPPLIm � O
^ �-- J Frm-Mwmn rie�urtlrn7.lpumdmYun 1.SWIay/mnwAteoe� BY A CFCI PROIECTED CNtCUR BASED ON THE MANUFACNRER'S REWIR61EM5. �/� �
, I w� "' rauoK•Km�.� awwuunuauaniMw.n �.eW�✓mnwKeomh.�wi (cEEs t5o.0(0)) � W w O
GF�I I LIGIifING Fl%TURES LOCATEU WITHIN 3 FEEf HORRONTALLY AND E FEET �
_____ VERTICAL4.Y OF THE BATHTUB RIM OR SFpWQt STALL THREShpLO SIMLL BE � � � �
i \ /I I _____ __-__--__ (
r � L I S T E D F O R A 0.U A P L O C A T I O N.O R L I S T m F O R W E f L O C A T I O N S W H E R E r
�r�mrrc emc�cr CEES 150.0(K)5): SUBJECf TO SFION�ER SPRAY.(CEC+io.io) (1
r-r.� � n
L.�J� A YINIMUM OF 507f OF THE TOTAL RA7ED UGHTING WATfAGE(fl�SED ON TI� ��crrrn+c srNu►�r eoni oF n�roLLown+c r�ouiRonorrs(c�s �"� 1�1 � W
3 � � \ 2 I / �1 I IMXHAU4 ALLOWED FOR EACH 150.0(K)S):-A MINMIUM Of ONE MIGH EFFlCIaC FlX7URE SFMLI BE HJSTALIID. � � �
L�J �� FlXNRE)SFIALL BE N1GH EFFlCIENCY FIXTIMES(EG.FLWRESCEHn.A THE FOLLOWING TABLE DffINES THE REQUIREMENTS FOR HICH EFFICIENCY
I USTING OF APPROVED HIGH EFFIL IE NCf LICHIINC.A LISfING OF APPROVm HICN EFFlCIENCY LICFRINC FlXTURES IS lA � �
� � BEDROOM Z �IGHTiNG Fl)(TURES IS ON-UNE AT AVNUBLE ON-Lk�AT: N �II
� \ Gf HTfP://WWW.APPLMNCES.ENERGY.CAGOV/WICKSEARCH1024.ASP%.THE HTfP:��'NWW1PPlMNCES.ENERCY.CACOV/QUICKSEARCH1024ASP%. {�
(� KITCHEN C�FCI N/ U DR w�I 1 F��TABLE DEFlNES THE REOUNtEMEN15 FOR NIGH EFFlCIENCY R6ER TO KRCHEN NOlES FOR HICFI EFFlCIENCY IfTHING REWIREMEHfS TABIE. Q r }� �
� ) I I \ (N) LIVING ROOM ^/�
GFCI / �1
,I Ir-J �0 C \ (� CLOSET °
� -------
� w�N s w4
Q W H u�•+�m+� �a SHEET NOTES•
�,.,,�.�,�w�.« b �
°Y� w'�' N°Q 1.ELEC7RICK CNtCUfIS ORIGMMTE AT AWN SERVICE
/ �������������M�x���� 2.KfTGiEN WNK'.E HOOD DfHAUST:MIN.100 CFM HOOD OR DfF1AU5T FAN M
1mD�ro�c+�N�W�M�+KY�ds re rrce KITCHEN WfTH MIN.5 AIR CHANGES PER MINUTE.BUf NO LESS TFMN REWIRED
FOR R1J1(iE
// BACKED TAPE,M15UUTED WITH A MIMMUM RE V�OF 2 uAND 85 NUPPORTED TM
/ O � � EVERY 4'.CMC 604.2,605.5.TABI.E B-7.
�' � �� 8.)IXHAUSf DUCIS MUSf TERMINAIE OUTSIDE 1HE BUILDING,BE EOUIPPED WRH
� SAIOI(E ANO GRBON YONOI(IOE AlARYS(CBC 907.2.11.CRC 314.3,CRC ����P�R TME BBUILDING AM THE APOINf 0 CHARCENCMC 5045 Revisions By
� / (�ILBEDROOM 3 3is.�) / /
SMOICE AURIAS SFNLL BE MSfAI1.ED ON 7ME CEILHIG OR WALL(BEfWEEN 4' C.)KfTCHEN HANCES SHALL HAVE A VEHTICAL CLEARANCE OF SO'UNLE55 Q�6 10 15 LL
/ �` AND 12'OF THE CEILING)M1 ALL SIEEPING ROOA15.FACH AREA/INLLWAY PROTECTED BY 1��MSIhATM�G ANLLBOARD OR MEfAL F100D.THEN THE CLEARANCE
� ADJACENT TO SLEEPINC ROOMS,EACH STORY OF THE BUIIDING,M1D Ml AN'f CAN BE REDUCW TO 24'CMC 916.1 Ak8 p(�/25/15 LL
{� GARAGE O BASEMEM.SMOKE AURAIS SMWl BE REPUCm 10 YFARS ARER THE DATE
EXISTING I OF AAMIUFMCiURE LI5tm ON THE ALARM(�ra wre is D.)RANCE 1100D IXFMUSf DUCf SiMLL TERIAINATE OUf51DE,SFiALL IMVE A Y
USfED THE MARM SFIALL BE REPLACED).NEWLY M15TALLED SIAOKE AlARMS CLEARINCE TO NANOdNS AN�DOORS AND OTHER OPENMIGS,SF�NLL BE NR TIGHf
SFNIL HAVE A 10-YE1R BATTERY. AND BE EWIPPED WITH A BACK DRAFT OAMPER.DUCTING SW1L1 BE GALVAINZm
I SfEEL,STANILESS STEEL,OR COPPER,WRH A SMOOTH IMERqR FlN191.CtAC
G(RBON MONO%IDE AURMS SiMLL BE M15TALLm ON THE CEILkIG OR WALL 504.2(4)
(ABOVE 7HE DOOR HFADER)IN FACH AREA/WILLWAY ADJACEM TO SLEEPMIG
\ ROOMS.EACH STOR'!OF THE BUILDINC�ANO ANY BASEMEM.GRBON 3. ALL WASfE VEHIS SF41L lER1AMM7E A MMIIMUM OF 8'OR YORE ABOVE 7HE
MONO%IDE NARMS ARE NOT REQUIRED IF THERE IS NO FUEL-BURNING ROOF SURFACE,10'AWAY FROA1 OR 3'ABONE MIY WINDOW,DOOR.OPEN-ABIE
APPLNNCES AND WNEItE THE CARACE IS DETACHED FROM THE FqUSE. SKYLM.HT.A92 IMAKE�OR VEM SNAF7 AND 1'AWAY FRdA ANY VER'fICAL WALL
\ SURFIrCE.
/ Drawn L.L.
� ELECTRICAL PLAN NOTES Check
� PROPOSED MEP PLAN Date 05/16/15
a).ALL BRANCN CMtCUI1S THAT SUPPLYING RECEPTACLES MI FANN.Y ROOMS,
WP F1V SCALE: 1/4� = ��-0� DMIING ROOMS,LMNG ROOMS,PARLORS,LiBRARl6,DENS,BEDROOMS,
sur�aoo►�s,nEcr�nor+noo►is,c�osErs.FWLWAYS Mp SIMIUR ROOMS OR SCBle Noted
�� �� (�(CEC 210.12(B�D�A LISIED ARC-FAUIT CIRCIM MRERRUPfER
- b).N.L RECEPTACLES IN BATHROOMS,CARAGES,ACC6SORY BUILDINGS,
IXfID00R5,CRAWI SPACES,UNFlNSI#D BASEA�NTS,KRCHENS(WHERE
MEP SYMBOL LEGEND SE���6�CWMER�E�TM6����.w�e�
PROPOSED
GRWND-FAULT CHtCUR INTERRUPTER(GFG)PROTfCT10N.(CEC 210.�) MEP PLAN
e).IN ALL AREAS SPECIFlED�N 210.52,ALL 125-VOLT,15-AND 20-
DATA JACK g`'� `� ` � A►wERE RECEPfACI.Es 51W1 BE LISTED TAMPER-REsSTAM RECEPrACl.6.
❑ ENERGY SAVING F�USH MOUNTED CAN UGHT FlXTURE P- ��^ ;y•�;4� i- 5
�{ � � ( �j.��.+3� (cec�oe.tt)
� WATER PROOF ENERGY SAVING FLUSH MOUNTED CAN LIGHT FlXTURE �- PHONE JACK � � ��t}� .. ,�•.,�w.,e��m. d).AT IEASf 01�20 AMP BRANCH CKtCUR SHAIl BE PROVIDED TO SUPPLY
BATHROOM RECEPTACLE WTLETS.SUCM GRCUIIS SFMII FUVE NO OTHER
amen.(cec 2io.�i(c)(a))
� FLUSH MOUNTEO CEILING�IGHT FIXTURE I�' N CABLE JACK �� �� � � ���� ��/I1 r�!
��V
� CEILING MOUNTED PENDANT LIGHT FIXTURE � APPROVED EXHAUST FAN, 80 CFM,5 AIR �� y� �� ���� �.+���"��
CHANGES/HOUR, MIN.DUCT TO EXTERIOR PER U.M.C. �i� /
EXTERIOR WATER PROOF WAIL MOUNTED UGHT FIXTURE 1 °�n°
� SMOKE ALf+RM - HARD WIRED,INTERCONNECTED W/ g � �
BAnERY BACK-UP �;C��af
� WALL MOUNTED VANITY LIGHT FIXTURE Q � �d�
CARBON MONOXIDE DETECTOR '�"c'��y��
$ WALL SWRCH FLOOR MOUNTEO AIR REGISTER ����anag2r�
� Sheet
�2 TWO-WAY WALL SWffCH,M1D O+48",U.O.N.
� ELECTRICAL MAIN PANEL
� DUPLEX RECEPTACIE, MTD.O+12",U.O.N. � A
GAS STl1B
�GFCI GROUND FAULT CIRCUR INTERRUPTED OUPLEX OUTIET
O ABOVE COUNTER
S
In the Sa�W Clara Valley,storm dnins flow General Landscaping� Eal lh-Moving D ewatering H e a v y �
directly to our local creeks,and on to San GOOdH'1ef��A`°�"' Storm Drain Pollution
Francisco Bay,w�tn�o t�eetmB��. Construction Q�"�8°"°8°eioft°°�Btr«a'°°°"""�q. Gardell II�CJ ��. from�andsaaping and E q u i p m e n t
w!c1e duArg ard mAne equpmt , p O p e ra ti o n s
Storm water pollution is a serious pro6lem tor ��^������e�0t*��'�' Swirtnning Poo�Maintenance ACt�V�t��.rS O p e r a t i o n '
wildlife de endent on our waterways and fot and Site '"�fi0f"'�art1e«s�"^`�a""'��""B°� and Pool N��Y�.�dx,� �0°"°°SO�k at° '
p nocessay.Makemapr�eparsolf ate W���r m
th¢people who liva near polluted streama or r J To mtin[oRsi[etracwngordu,�.o.�ae nxreasenehkeutaoeereteanhandgarnrn S to rm w a ter P o Ilu tio n
baylends_ Ju ervision P ��. cnrn:ahw�an.oAimorir.gt raranse.inng
P er�ranceswtnaadimeag�egates�ir�so- Maintenance ��+awz�co�re�5 StormDrainPolutan Storm Drain Pollution trom Heavy Equipmenton
PropermanagemeMofconatructionsites ���au����� . SwunmNqOoolwsfrra�^�"^��'9U4^M'a^tl ConStruction Sitea �
reduces pollution significantly. StormDra.inPdkAionhom U Keep�letialsoutofMetain-pe.ertrunfl cro�e��4aF�ta�paeci�esshnWd�-�ve�De from Earth-Moving Aetivities From Dewatering Activities PooAy m ainfaineQ uen�cros a�d heavy
COR4tluctibnACtlNf@e caYarineAO�alt�esouR,aCo.tto.pwWpb Landscapin�Ga/denMainfMt!!Ce dischxrgedinsuumdrains.T�esecne.micalsare equ�pme�ti�at�eaK f�e!.r,il,antflreeze n�
TAis sheet aummarizes the"Beat Management dsalvcomtnctimm[uekwt,qslc ro�c b aqwtic iae. oenzr fw�es on en e co n:���i,c�io n s��e a�e
Practicea" BMPa torstorm water ollution �°^°�^'°w"8aesaeca,monsarracisa,n+ �pngar�err�oraymds.sataet�a�sMeep U ProtectstockDi�esand��dscapp�qmatenaK Soil e�xevatim arbgra�g opere►ons bose�targe Be sure to caq your eity's ttorm water inapector �om mvn courcee o!uc�rm dra�n poai��ion
{ 1 P wuervdtiwnNa�erakabwaskeVatdoaa �.�eme�aialshansurfacathetdanb �romwineaearain0yua�Ngnem�nder emounts of sai that can bw a�Dbw inb snrtn a!4Q8-472-9907 bafo�diseharging watEr to a F�eYGlII S�I:IS and!eak�Cy�sn:elmg
prevention. v,eshnmastam.dai.gutera'4�aeltevea 6����S,Q��. tarpsorcecured�lasiicsheetlng. draiMvfienhandledimproperly.Sedimentanrurrotf epui0men�t�o�nrunonc.nz+nne!s.andty DEB�IIEi
���t���Q�a��,�, PooUFounhln/SA+Ma°te°anee street,gutler,or storm drain. fitration o:d'version waccn��q�o�+Eakc and c:na�ma��n�e��ncr. �..
Asaeo�tracbr.wsiteau wvneror �K¢eppoNubMeoRa�osedwrfacs.Pfaoe J SeMtlda redN�arMexcevulionG+�Mcts on dog sbrm drains.smo7�er aquatic Iite.arxl
parvisor. �,��y�y,y,rq,ec�rayeeaourqy�e a�,;,,gd�y���, Drairvngpoolsorspes deavoy habila�in creeks and the 8ay.E(kcWe lhrough a basin,fank.and sedment trap may be preblcros.�e�ovr.conxtruCtion equ�prn znl
operabrotask0.9'��Y6eiespoisdetar sietomhm¢eltta. I.e . .. . . . .. k
anyanvkonrtertrdamagecausadbyyar ]UselemporarychsokAamaoreitrheato `�'��ratmroqOranapoo ue.rntountam. erosionconYolpraCiceSreduce�heemouMotruraf� �equired. Reusewaterfordust co�hol,irrigation or 'rom tne si�u as soor.ns pesaeb!e.
W����a ❑C�e�n ip lede,aipsa,OOYwrap6k aease�,c s�ar.fo cae e+e GuoM��o Sananry crossiy a site anC stow the fkw+with chedc d�ns w another on-site purpose ro the glealest extent � Lindo Lin
ORDINANCE OF ��' di`BMrJnof(awayframttamtlrans 9. ��� ������ p Slte P/annln9�nd Piev�nttve Vahicle !
. ._._. ._.. mr�iatety eott�ejtlor�ncontanre[esd a Oisti�eetore Wu stun brture�e��Maxe w� � 9 OSSible. At�tn n n rn c• . 6525 C rown B Ivd. �410fi8
rcMa[efa leas�esiduemM�Oa,rhrAs t�]Proteo[sco�m Moina vRM�ondbagw 4reve4 tlow rate msrictiorK.tedcttnw+p�eventia+.emf
THE C(TY OFCUPERTINO � �dY��tiP�"�w�'�P��K Glkdb s,sttawwm�es,adhersedwrarn heiM§�+gq�ecfaickan+Wwes�e(cachasacid - - [I o ay � + � ••°:' San Jose,CA 95160
FOR STQRM WATER POLLUTION �"�� 5 �°°""�"s�'"e°°`."u�"��an`°"°�� '� W�n;.o�n� �bwSIIhCWtlbekePttot!ai0w Y"° ' � ''' """
❑Kaepanorderysibardercuegood d�atda�. cortrow. � �
h��p�������. 1¢r�elstypicaMyPus6ibletlwughag•vrdeaAose. PI3CbC@SDflftflgCOlfSfltJCf%On avipm .ep . c o+�e��p v ��r.a
PREYENT{ON&WATERCOURSE ie' Check tor Sediment orToxic Pdlutants �c��s•a ia o =��_ � ,•�
V CowradmairidnA�mpetas.P6ce �Rexrgeratnnizxae�ee6enlbrmoleroaion NfyhxCownlesmaybeP�MtiDRetlbYMu1 t�. -.t c�ms .e e.s• �ne.
� µa��puipr�n�a�yy. ynpyeRurd�rodsam.erwth�psar conlrolrora�ys8e. <K��. �J (2emove exisling vogetation eny when
J Coverr�e�ielsr++anr�e aanan�se � absWu� necessar Pfant t ora ❑ Check for odors,discoloration,or an oity sheen
cah991irgaecuWa�asdtheotlsidedNe h! Y� �P �1' J M ��+n u n�eN e nn,.y c �cmane
PROTECTION: y ❑6toraced��k.��uzere.antlWher �Neradis¢M1arp�poWa�pawnterto•
ck+�AecNetierckaa�ataQmpsEe�6yhns+npR vegetallon for omsion cont�ol on�ope3 a on grountlwater. a.a,.i� a r .c n.��eak:.
C ha ter 9.18 ��P"��s�Y�m sire�9.stam r,hr,mim�a�ndoors a�a shec w slor•ege HnW or storm enW;dlsct�arge to a _ r �
tl dwnmLheumlruaonsite. whereconatnictiottisralimmedialetyplanned. U a..io.m �� ,eo:•�or..+�e
r dranearddmireyachs�+ds. wW�et sa�ilarytewerdoanouc .� .
❑��gd�����R=f�6� U q��t��f����£ ❑ Ask your city inspector whether the c cy �.:com._� �:,a o�i.«e�w
M3kasuepoaabktolusa�ang�otlworKR� 0 usep�chcaessqnnpy.scemeingm J�;pa���,wneremptyn�gapoa�we.l�� �Protact downslope drainage courses, groundwater must be tested 6y a tertified � s� �
9.1&040 QISCfM3 irxo the sta'm t�-ain 1'O�t�l� 0����ro��tl� �r Cr�BqciR(X�CI�Y(f[�keki nstrlGwrp a:At�e�sDN.RlnseemplY cnlonoedisaipek fora iew aayaand men atreams,and stam drains w+m wattles.w faboratory. ❑ m���n �n n rc<tl�Y m�o,�ra e,:u•
� {� Ad+aua Pfanring To Re�ent Pdwtfon cu�Nainc�s.ard use rinsewaMr as Froducl. � .
It shall be unlavuf�b discha @,Q C311S@,��OW,Of flllt MrbriekM1MyslvW+dYnp rec�ckJrr.asevretrbytlraiNn9�t9n�o��y Yim dte�na swabs.USeChec:k damsa oaixr�.or o.ee�ii��a.c,s� .•a�io o��•a�
19 � '.7 Sc�eduleacawl7o�xdgack�g�cYvkis DlspnscotrinseU,emoyconainm�tinthe oocoa�anascapetlama. �ry � a.ov cro�ns�o c�cn a�ros�ne.r�as cei,«�^
W� ANcnes ro dNM runoft around excavatlona. �I Depending on the test resWts.you may be ,,;„�„i�,,;,�,.„u,..:„suad.r�<�n-�.�„�,R,s. e
fadryw�lh6rPerials.ToiaduceaDl ❑PtaeYceSowoeRaducflan-•mnrtfSrmle Irash.OwposeofvnuceCPAsticrtletas nu:w�da�swasic::esrc�-
to bedischarged intoanystormdrain or naturaloutletor wA�enpuowerrremriaisEstirretecerefi�k ❑Dorotu«ao x�na.eam aecaes. Refer b the Req�aia�Water Quality CoMrd 811owed to discharge pumped groundwalet to a'„��+;v„��a^x p1B4
BrtSDn.pa'fe6m0a'eryvegBl�nnaP� ha�raouawaste. PP 9 w
t;mto�algae�wtnchta+neorotAer Bwrd's 6osron enA&xlimerrt Cor�frali�fel� fhe storm drein OR you may be requirad to
channelallwaste,includingbutnotrestrictedto�SeW�e. oNYYefo6lTWfRld86!lRBI�dIb9g�i.U� ''(j�,y�yg�p9�R{�(grielq.yrh9f18bgfGp69aE =1 Oonu�na�e:esciuittow4ricatesqr�ymrn�
ndusirialwasies,petrdeumproduds,eoaltaroranyreFuse ���1P'��"'�S"`f`""'«"'kO�M"""� �+�+��+Q�+�'#�*��P^��`� ��nCuper6nareaklenbwtthtut6si�erntycling ���x�,�,sucnasw�umorom;ars MenuelfurproperarosionarWsedimentoontral dischar9eiothe sanitary sewe�orcolledand �'''�^:'.eC14,t°,,,,"..,.,v.a:•:�+,-.�� •n:
a�teWetmmfheRegima�water(.hafiry �;d� ,�.� cantoMeC4awn,gaNenmdtrcelrenmirgsin measures. haul the water off-site for ffeatment and � � -��u�
substanoe arising i-om the manufaduia of gas from coal a- co,.�ae�,�,e a�«,� �"` "�''`�"'� y Ftltm peanin n ,
�etck rrentaiawe nv�arnls suii asueadd, ardwante toten.vardwac.e wtl�be mXeeted 9
tR��2UtTt,Chef1'I�CB�.S,d2Y8f @f'kS,SC�V@IItS, lflS, L7ContrdM+eunourtdrviolfcm�einqyou ���.��+�����% anacnmpos�edhytRecily'scant»cbrs J NevereManaNlteri�the�lreetornear• :1 Cwer stockpiea snd ezcavatea sou with disposatatanappropriatetrea!mentfac�lily. U c +..e.o �+�u �a�.��rn o-�n, �
� PryanBYtGu�P.l.I<U'irq.
� 9 � � K,�,y,.n���p�q}ar i{y. ReeafeMs are ertcowageC io compnst ytosm drai�.Rinse terl'idge a:W gCCu�Ed tar s M astic Sheetin. �♦
&�e(eyma�yarngmcaYanon)tryusng P d 9 ❑ When dischargm9 to a storm drain,protect the sp���cr.anup
corttaminated or chlainated swimmin d water, sticides, y ❑ ota6 wavi� Ma[dialsttel va�+•�s+��g�r.u,.�„x:��a��e
9FT0 pE.' oeansorlerporzr orpernur�entararacx p�� pnp�y diatomaceousesMfi�iersotr[oedelarea. If1VCS usm a barrier of burlap bags filfed with W
f1P[�ICKIQS&R.�f@ft1IlZE�S, dtctus W d�vtwatallav aiwrdtl»aAe. ����m�y ye���r Ya�dweate M a IantlfA wMre Bwiu Ee antl sqade fiNef reaMue into sdl.Gispoaeof 9 U c w an u�so���•��+• a�ai��r. i
COTM��"��� s �tdabma�;;r.o��se��intne arCa d�ain rock, or cover inlet wiih filter fabric J Ner..no..eo.o-e:�v�-cA.-��+n�c� Q �
RerkcestornweternnoRvebatlesW �xopriaOelaMfillad�aRoaaGdash�artb� Ce, a 5 9�'. � Y
emafruchqlarrixraryd�adc�rreorbarts vnNe.Nev�hurywasktma[enateorka+ethem O�andscapeeortncwnsROWd anchoredunderfh¢grate. �Mor:rmeao+r.+.rsr..s.na�r+i�,:a.na-.:.ur��.a
eV �IfMtla4nosYiYaeEk4Y�a.c� us��.r�N�nup molhuaa:uesar4en! `
9.18070 Aocider►tal Discharge
whe�eappropfaaoee. nthesUaelornearaueekorsGeamEffi fakecfppirigsinApruningwasee T.:�eri,u.c.�i,ser.acaro��. � O � � O
AllpersonsshaNndifytheQirectaofPublicWorks �7rain �raspb�eeaandwbemtactnes A�aR1Ws tnaMndtillNateompoatsyard C�pertaaSanitaryb�i�ia4uawncon ,fe � �"
� Theci�ycanPro+detrocfueseGaltl�e I.,�MafMnntob�Igadn9adbuidngpemH; wasteBs�sHewbyla�enaana �scrorg�npiaNrbecwasancTr�nsewete�n n �n�a a v Ns� a�� , o e a
telephaie immediatdyuponaccidentallydischargrgwastesto s-tueshrlatod9rbu�W�oskesaY�+ �ourilnoedbo6taincwe�ewdaUe3aees 2artkerRd iandt�la�ene�rareaq. lhesaMaryaix.w ❑ Co�taCt Cupertir.o Sanitary Dishict at 253-7071 tl..� >„'M�,M ' %'n W F, � � � �
cerr.etn,cr.mste Mamyourswc«�aaors Ge�,ya�Cmsp,ctiar�q�-�ays�rr,uceerpamxir pnorto discharging to the sarita.ry sewer a a .P oo s �-, <.�� :. �
enat>lecourtemieasurestobetakenb �1@CI tominimize abaAthestamxeter arerts�7thei yo � _I DonotObwornkebavesinto d r� t � �
.Y � '�� urcrosW�msiia'stli�OuA�da�tdys5 ' • . ,Y �
darr�ge to storrn ctains and the recaving waters.This a^^��+�u��a^��e a�" ,�a,+�,,,.�„�,,,�;�,�,,,��,a,�„�,� '"°•""` `^..`
e Cor6Uucfim besf na t teCNms r ❑ u� •iM iw t v s�s ie !
..,- �
RAl'. �m4et^B^ car:oeotfanedtmmthef�g�nalWaerQ�3A' :.., � .�.��� �.
notif�eation shall be foNaued.within ten(10)days of thedate y�,�a���opao�.�,ia:�eoea w� w+aee�a,Tr��ewa��.�roa,� 3 q „�� F,;,.��� �,� E ��� ��� � F��1 � U
a s p ff
of oowRerice,by a detailed written statement describi ng the ��e r,�.zo«i� _ � d a, � �T e-.�s
�((� 5� �''',���„t1� l�p�5�x � .1 GM up OUI� n�{�Isroasbyuiggi�y uP � 0
causes of the accidental discharge and the m�sures beino �F� ,,p i ����---�-• ,j m� e,� � � w �
� o�.:��d.aPr.a�n9 o c� �+iea scn �
taken to prevent further occur�s. Such notifications wi1 not ��������*'� S �"
relieve personsof liabitityforviolationsaf A�is chapter or forany ��� � �E� r he u osr>+��g�+��<���n+:�.e eo Z � � �
�yw�n�,,1 III t1 xa(el;.C�aVbr�Y o�!ne
fines imposed on the dty on acoourit thereof under Section � �-_ �--••n-� - ���'c����R�A�a Q�•��������.�h rt
.n The property awner and the contractor share uttimate respansibility for ' �a ������-,.��.�,����.���fe�� 0 � � a
13350 of the CaGforria W ater Code,or for wolatwns of SecUo
5650 ofCaiifomia Fish andwildlrfe Code,aa�y��� the activities tha#occur on a construction site. You may be held responsible ���'��� ���� �' � i H � � �
applicable provisions of State or Federal Iaws. �
� �
9.,�.2�„�0���,• �� for any environmental damage caused by your subcontra�tors or employees. �������� � .� .- �� Q H � �
Any person who violates any provision af this Chapter sha
be guilry of a misderneanor and upon convidion thereof shall t�'�p���a7°�? ' �
be punished as provided in Chapter 1.12 of the City of ��.
C�pertino Municipal Code. �� �
�..
Painting and - Fresh Concrete DuringConstruciion
Chapter 1.12:Genera{Penatty,Section 1.12.010,paragraph D, �...�_ �;� R oa d w o rk Sto rm D ra in PoU utio n
S�at�S�: ❑ Don'�mix up mora Ir�sn cancrete or cement
Application of a n d � from Roadwork an d M o rta r man you will use��a Wo�u��periptl.
Unless othenvise spec�fied by this oode,2f1 Pdirlf Remove! �.1 Set uu anC ope+te smali miaars on u ry�or
spe<'f n�a W p�ac�ic d.on����na
Solver�ts and P a v i n g Reab paving,n�rfacing,ana pavement removal A p p I i e a ti o n � wnen c�eani 9 p a�crs tl rivewuy ur Maewa?n C....."B�in�S
infraetion is punishable by: ❑vaimchipsane disttmmnon��ua�dews happer nght in the SVee.t whe�e tneae are numercus construction,wash flnBc onto Airt sreas.r.et Ji I IQ
1. Afinenottoexceed$100forafirskvidation drystAppingandsstrlDlmctingmaybe
Adhesives ����a�������������� opPorlur:itrts(orasp�ait saw�c;:tslutry,ar �crr.thedrvewayorinbtnest�nelarsbrm {,�,�,�,� 'A�
2. A fine not to exceed$200for a secaid violatim �y¢�otas tash. ex;avated material:o�Ilegalip enier sqrm tlrai�s nra+� f7OGArdO�YYC1S'te
Ex a planningis requiredto store and dispose of Storm Draln Poilution from
3. Afinenottoexceed$500forathirdviolationof4�e ❑c�m�w�muenw�ro�+���a*as General8usinessPractices materia�sproperlyaotlguardagainsSpoliutionof FreshConcreteandMorta� J ProtectaOP���+onFeftres�concrcteanC
same chapYerwithin one year. �,aa�na„�a�P.r�,d�Ka storm drains creeks,ane the Bay mortartrom nbAN zno rurroR�nM tne Disposa�Pr9m Revisioaa By
Storm Drain PoAut'anfrom Pairrts, co�ining ts4 meievYortriwty�tlnmust � Oevelap ano imp�ement eroeionlsed�ment AppliCetiOflS matenai nas oriea. &��(�5�•tFk�t np1�C�I�S.S
+ ���a���s baqspoeaddasha�douswsstasLnad controlphnsto�roatlwayembankments. LI vVashtlr.wneaposeeaggrega�eco�reU �,�
9.18.240 CFril penalty for illieit cqscharges ppsed pa[r�ary requreseswoea�'.ified Fresh concrcte and cement-reWled mortara un1Y wRen thr wmhwata�cen(1?Mw nnla e �Il����d75 OP�pOUf1C�S 06/10/15 LL
M rsonwhocischa s Ik�tants;inviola6onoftfiis ApD�s.���a^�������n ��r, �7 Schedu�eezcavstionanetgradi�gworkduring
kl d� weather. that wash into lakes,streams,or estuaries Cin aroa.(1I tlrain onb a benned surece ficun ��w,�,������.,,at�
Chapte�bytheuseofil5citoonnectionssfiallbecivil �I21�Et0 d�������b�'k��� y DuringConstruction w�ichdcanbe.pumpeEnn�di:poeadot t+��.�a ��M'u� 06/25/1$ LL
ty �e�,sg,r�a�o aar.Fa tne r��k a.�n ❑YMxn stnpFr�B or cleanmg buidfrg�xt�ion a re toxic to fah and th e aqu atic
� Chedc for ared rapair fe�kWy equipment. p�ooeriy..or t]S tw vacuumed 1rom a catcrtment
the City in a s�rn not to excaeed Mrenty#ive thousand To�dc chem�s meycomeham irNda soEtl uilh�igMO��'����m�� , Avofd paviny antl seal coatiny in wet environmertt Dispasing of thesa materials create0 tly Dbciing n storm d�roin inbt li are etigible to use ��11•
proaiasort!omr�earw�preciUuesorraqs.P9irt DireUwuhwateratoadttarosend�affr. O Pe�formmajorpuipmantrapairsat weathar,wwner.rainisforecasttopreven- totheslo�md�ainsorcreekscanb{ock necossa�y,dive�trunonwitntemvo:ary•berms. (�,.,'),�AO�fAA'fOM
ar p
dollarsperdayperviolationforeaehdayinwhichsuch �k�yy��'y��������ry�Kg xdosal.Or.ct�eclewihCupxtinoSaNtary desig�aledareas+nyou�rnainknenceyard 1resA�materialstromconmctinqstormwater stormdrai�s.causesseriousproblems.and MakeaurorunMftlaesnof*¢ac�gutlersor VQ �t170"L77�t
yjp�a�p�pCCUrs. srouldberecycietlwhenposside.arosposeod E1ist+atoirdautAyoucanmopa�eaunt�e whereaeanupiseas�er.Avoiaperfomring runolf. isprohibitedbylaw. s�°19°�;^S. foraquote.
prope'fylope�erttYrteemalerialsfiomfb�+vg washwmterandtlkpwaofkfn+s�nkary eQuiRmentrepalrsatconsrucdonsites.
inbstmnAav+FaMwate2arfec. aewwdrain.Semp6rgdthevsshna�ermey ❑ Corar antl saal eateh basins antl manhol0i U �N�6n bre9kmgup pivemenl,be sure la pick
�XC2f t5-FO(C lete�DE la u e refe�to the Cityof ���d ❑ When retueYng or when vehicle/equipmenl wben applyiny seal coaf..sWrry seal,fog ses�, up eN Fho pieces antl e40oae ot propariy.
p o� �P n9 a9 mamuenance must oe aone nn s�x.desgnate a or sim ear matenais Genenl eusiness Pnctices Rruycle lerge cnuaky W braken conaete.S�o
C�pertir�Munidpal Code. o„v,r,w.,R,,,,,,, i�d yYlyMgs bca6o�eway from storm drains and crseks �ww rrr,:�cewa=?e of<far into on recyckrs.
p+ f:l Proteet qralnage ways by using earth Aikes, ❑Wasn outconveteml�enrsonyin deegne�ea
conatrucld bdure 1876 ranwrrtaa+t+gh [] Qo no<use diawl oil to lubricat�equipn ent sand bags:ar other controla!o diveri nr 7ap wsshoul ana�:n you�ya�0,ewey from cbm� J Newr6ury waStB rna:erial Di�poso ef sma11
amcr�nlypf lead,evmY taintcF§xc arend �i Gra��s ana walenvpye.whete thawat�r win 1bw amounls ot ea�sa tlry cox�eie,gsoul,antl
C upartino Harrdli�gPaintPYodutts pa!ts or cican equipment. and ti.mr runort. monar m tne trasn.
8 u iId in D�pt: pe�rri Bafa'e yv+begn slnOpn6 Pa"xor ?nb�temporary W aste pH in a Ain are�a.let
8 �Ksapa�p�itlpalntp/ooudaandwws ctea��Aypre-1978txildqgaxteriorsw�lhw#ef O Recyel�usedoN.concrete,brokenaspfiaM. [;1 Neeerwashettes5materialf�onleXposOd- wa�c�Percota2et�roughsoitanOdKposoa! ❑ Neve�Oisposeulw��houtinio!nastreet, D='$Wn L.]+.
♦OE•T77-722i awnyhomthe9uax•streel,aiMrtam ;�Myhiy�prcasue.�e[peinlfal�dDy etc.whertevetpossible.ordisposeafpropeAy. s r�ateconereteorsimilartrea6nentsinto
Pu blie W orks Uept' '^d 9� 9 seRbE.hxrtleneA eoncrete as gs�bege. sbrmaroins,6rainaga d'Aches.ar slreams.
l06-77T-]35a �y^� takin9pak�lsuaEmg�oabcAle6oabry. iwww.reeyeieatuH.com for listof recyufng a street or etorm dr�sin.CaUed and recycle,or wneoeverpocaink.recyde washout Ay L �1�
(SeeYebwPa�ns(oraetal0Cet4(iad tompanies.) Aisposebdirtare2. pumpinqbackinbmuersforrouse. Cu@a:a
Santa Clata County �+�aY�i lJ CovnstockpNea(asphaVt,sanC,etc.)and ;.I W��houtc�urosofundirtareastnyltlono�
Recycling Hotline: pairr�rgp9anup a�herconsbuctionmaterialswi[�ptaslictarps.
aoo•sss-o4�� o rn����w�M�,neewa�re,anu� lbwtostreetsarAnins. DBtC 05 16 1
n.ww"reclucewaste.org. p we�erckane�uenmornnaep.iK pr poar . As haWConer+ete Removal
�Rtopa Wepayb�plaAcstarm P Protecttrqmreinfaflantlpreven�runoftwi[h I;U AlwaysstorsEa[hAryandyvetmat�rhls ��
w w, cvelestutf.tom cwt�YroaimeaRraef.guiter,atormdraln, d��c-C�k`ulhCupert"nS�n�$Y�1na temporaryr0ohwplasticsheets0�dberms under�over,pru�eCkCtrom.�a¢ttal:ar�OrUAo11 _
Smal BusineaaHazardonsWast�: FrenchCwb.waak btletdminewheherya:nwy0isd�xgawab � Avoidaez:i:�yexcessdustwhe�brcak�ngasphalt � e, SCSl@ Noted
A�9�wiyhom ttUfm tllaYts O�w3b�w9ys.
soe-299-7300 ry � orconaete. i.] ParkpavingmachirNsoverQrippansor \.-o_
qtMsaniti senw.arif muetsedl ProteUdrymalerialxtromwma. . \ , ��.,
;:�ForwaMnbaseA ryiMs,pai+lwttrushesp oNsAe}aasposal8ysmzerdo�wacte. '�] After breaking u�old pavemeM,be sure to bGsorbent ma6e�ial(cbth,raq�.etc.)to wtci
CupertinoSaniUrySewerOistr tneewantpossaie,aedrirsevtoaninaitle remmeaMchunkaandpieees.Makesure tlnPswhennotinuse _l SocurebaysdcementaAertheyareopen. t�I` CSTYOF+A,
IDE•251-7071 sNikd-ainhatgcesothesaatarysewer. broken avementCoesnotcomeinconlac[ � ClesnupaRapYlsaMle�ksuung°dry" �e����akr.epwina-blowncemantqowtler �� �U�E��iIM�
P6�kt!DrSpO5d1 fleWrn a,Dorl2tion p »waY from stre,ets.9utten,stnrm erains,
Santa Clara Valley Ur6an Runott ',]ForaEE�aetlpairts.paintcutbnat�esbMe withranfaktorrunotf. mehods{wrthabSorDentmalerialsa�dtor ramiau,enarunott. '� CON3TRUCTION
na es
Pollution Pravantion Pr m exlent aSiDkaMtle¢nvihtMnetOt c7 Disp�saWunwartetl4p+WPaiKri�ars, O WAenmakin tavrwts.useas6tltewateras rags),ordigup,remove,andproperlyCispose L ���'�
g po g :l OonotuaeOleaeltuelasatu6rkanton t"' i B�T
!00•794-2462 snhead,F9leradrcu6efiimersenASWaXs solvaks.gues.antldesti(glnidsas pas5�ble.ShovNorvacuumsaw-cutsWrryand otcontaminatedsoit concretabrms.bots,ortruflers. ��,
xt�eePossiDk.DisPoseofa�c�.sb9�� ��°�"N�t������x removehomlhes�te.Covero�proteetsMrm O Collectandrecycieorappropriale�yAiapoaeof
S tate O ftlee of Emergtney rdsiWeasha.aMwswaste. ���W��4T��&���� orai�inte,ts Ouring saw-cuttlng.Sweep�p,and ezcess ab�aswe gravel ar sand.?�� MANAGEMENT
Sarvicea
t-800-l52•7550(2t hrs} ❑��+«'aOL19�"Y�Y�tr^F�YVe�r4ca'S.�ceA ',trR�wmtosyu�ier.(ihnpeneCcartsctpeint properlyd�poseof,allreSiduES. �] qvoitlover-applirat:onhywatertrucke`ardust ��� IC
brushes,rags.anddropdorismeybe rr�beadetoberoarned.Chackwththe (] Sweep..never hose down su�an m clean up contraL � p�N
Rspo�tspillsto 9�� disposKlof+aga6ape. �^3x�sy!d^8�'�Y't'xk�[�Yi [racked6irt.Useastreetawneperarvaeuum
truck.Do not Oum vacuumed tiquor in a,orm ..... � S�e�aCi+..�.�t�t
i:1 Danah ex�ss{a ra(d�293I300�o aonate.) P ���1�.an..Nno�n'
A�di�6. PoUuuun Pr.w�cn�ion Proqram
I:PU:1'I'i:t)IA?SI i,�RY.fll l
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APPROVED,�3y`'-- �ji" ��a�� '_V���J �� � � J � � � 1� � i» snr.trc
`j-=��-- �lzG�o;�� - CC�(�STRUCTlON BEST MANAGEMENT PRACTICES `��' i'DEPARTMENTOF PUBLIC WORKS F�F Sheet
TIMM BORDEN,RCE A5512 12)31l12
DtREGTOR OF PUBUC WORKS
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