R-2012-38b OFFICE OF COMMUNITY DEVELOPMENT
CITY HALL
10300 TORRE AVENUE •CUPERTINO, CA 95014-3255
C U P E RT 1 N O (408) 777-3308 • FAX(408) 777-3333• planninq(a�cupertino.org
December 4, 2012
Rong Chang USA, Corp.
Attn: Sy-Cheng Tsai
2050 Concourse Dr. #50
San Jose, Ca 95131
SUBJECT: TWO STORY PERMIT ACTION LETTER—Application R-2012-38
This letter confirms the decision of the Director of Community Development, given on December 4, 2012;
approving a Two-Story Permit for the construction a new 4,212 square foot, single family residence with
an attached, 344 square foot attached secondary dwelling unit, located at 21087 Grenola Drive, with the
following conditions:
1. ANNOTATION OF THE CONDITIONS OF APPROVAL
The conditions of approval set forth shall be incorporated into and annotated on the building plans.
2. ACCURACY OF THE PROJECT PLANS
T`he 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.
3. CONSTRUCTION PLANS SET REVISIONS/CLARIFICATIONS
Prior to issuance of building permits, the construction plan submittal shall include the following
information:
a. The applicant shall work with staff to incorporate pervious and/or semi-pervious pavement on
the new driveway.
b. The existing fence within the public right-of-way shall be removed.
c. Privacy trees and shrubs shall be noted on the planting plan to be planted at least 8 feet and 6 feet
high, respectively.
d. The space between the proposed privacy shrubs on along the east side shall be addressed
through at least one of the following measures:
• Raise second floor window sill above 5 feet from the finish floor.
• Plant privacy trees or shrubs to fill this space.
• Provide affected property owner's waiver agreeing to the space between plantings.
4. FRONT YARD TREE:
Per the R1 Ordinance, a new minimum 24-inch box, 8' high front yard tree is required to be planted
in the front yard with the intent to eventually screen the massing of the second story.
Two-Story Permit Action Letter Page 2
R-2012-38
5. LANDSCAPE PROJECT SUBMITTAL:
Prior to issuance of building permits, the applicant shall submit a full landscape project submittal per
sections 14.15.040 A, B, C, and D of the Landscaping Ordinance. The Water-Efficient Design Checklist
(Appendix A of Chapter 14.15), Landscape and Irrigation Design Plans, and Water Budget
Calculations shall be reviewed and approved to the satisfaction of the Director of Community
Development prior to issuance of building permits.
6. LANDSCAPE INSTALLATION REPORT:
Prior to final inspection, a landscape installation audit shall be conducted by a certified landscape
professional after the landscaping and irrigation system has been installed. The findings of the
assessment shall be consolidated into a landscape installation report.
The landscape installation report shall include, but is not limited to: inspection to confirm that the
landscaping and irrigation system are installed as specified in the landscape and irrigation design
plan, system tune-up, system test with distribution uniformity, reporting overspray or run-off that
causes overland flow, and preparation of an irrigation schedule.
The landscape installation report shall include the following statement: "The landscape and
irrigation system have been installed as specified in the landscape and irrigation design plan and
complies with the criteria of the ordinance and the permit."
7. LANDSCAPING MAINTENANCE SCHEDULE:
Per the Landscape Ordinance (CMC, Chapter 14.15), a maintenance schedule shall be established and
submitted to the Director of Community Development or his/her designee, either with the landscape
application package, with the landscape installation report, or any time before the landscape
installation report is submitted.
a) Schedules should take into account water requirements for the plant establishment period and
water requirements for established landscapes.
b) Maintenance shall include, but not be limited to the following: routine inspection; pressure
testing, adjustment and repair of the irrigation system; aerating and de-thatching turf areas;
replenishing mulch; fertilizing; pruning; replanting of failed plants; weeding; pest control; and
removing obstructions to emission devices.
c) Failed plants shall be replaced with the same or functionally equivalent plants that may be size-
adjusted as appropriate for the stage of growth of the overall installation. Failing plants shall
either be replaced or be revived through appropriate adjustments in water, nutrients, pest control
or other factors as recommended by a landscaping professional.
8. LANDSCAPING MAINTENANCE AGREEMENT:
Prior to final inspections and final occupancy, the owner(s) of the property shall enter into a formal
written landscape maintenance agreement with the City. T he City shall record this agreement,
against the property or properties involved, with the County of Santa Clara Recorder's Office and it
shall be binding on all subsequent owners of land served by the proposed landscape. The landscape
maintenance agreement shall require that the installed landscape not be modified and that
maintenance activities not alter the level of water efficiency of the landscape from its original design,
unless approved by the City prior to the commencement of the proposed modification or
maintenance activity.
Two-Story Permit Action Letter Page 3
R-2012-38
9. PRIVACY PLANTING
The final privacy-planting plan shall be reviewed and approved by the Planning Division priar to
issuance of building permits. The variety, size, planting distance shall be consistent with the City's
requirements.
10. PRIVACY PROTECTION COVENANT
The property owner shall record a covenant on this property to inform future property owners of the
privacy protection measures and tree protection requirements consistent with the R-1 Ordinance, for
all windows with views into neighboring yards and a sill height that is 5 feet or less from the second
story finished floor. The precise language will be subject to approval by the Director of Community
Development. Proof of recordation must be submitted to the Community Development Department
prior to final occupancy of the residence.
11. 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.
12. 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 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.
13. 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 December 4, 2013.
Staff received comments from a resident regarding the project. The resident inquired about the proposed
setbacks, and noted that any first floor side yard setbacks should not be less than seven (7 feet) to allow
for proper fire access when the R1 Ordinance requires a minimum of five (5) feet. The project proposes
first floor side yard setbacks of 10 feet and 7 feet, and is greater than the 15 foot combined side yard
setback requirement. The neighbor also inquired whether the current property owner is to live in the
house after construction or whether it will be sold off. The applicant noted that at this time, the current
property owner is expected to live in house following construction.
Two-Story Permit Action Letter Page 4
R-2012-38
Staff has made all the findings that are required for approval of a Two-Story Permit as required by the of
Cupertino's Municipal Code, Chapter 19.28.150 (B). Also,please note that an appeal of this decision can
be made within 14 calendar days from the date of the mailing of this decision. If this happens, you
will be notified of a public hearing,which will be scheduled before the Planning Commission.
Sincerely,
George Schroeder
Assistant Planner
408-777-7601
georges@cupertino.org
Enclosures:
Approved Plan Set
Cc: Katie and Jonathan Su,21087 Grenola Drive,Cupertino,CA 95014
Elena Herrera,21150 Grenola Drive,Cupertino,CA 95014
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B L D G DATA
SITE AREA: 0.216�ACRES
s.4os so.Fr.
PROPOSED BUtLDfNG ROai AREA
1ST FL LIVING AREA 2.094 SQ.FT.
GARAGE 749 Sp.FT.
TOTAL 2.842 Sp.fT.
2ND FL L1VIN�AREA 1.333 gq,�,
QNC.AREA 1MTH RAFTER HIGHER 1S')
FRONT PORCH –_----�7 sa.Fr.
MAX ALLOWED FLOOR AREA
9,409 X 45%� 4,234 SQ.FT.
TOTAL FLOOR AREA(GARAGE INCLUDEO)
2,842+1,333+37� 4.212 SQ,FT,<4,234
F.A.R.: 4,212/9.409= �.4�,7L x<45�
LOT COVERACE
(2,864+37)/9.414= 30.SX
APN: 3,28-28-008
ZONE: R1-10
OCCUPANCY: R–�fj�
CONSTRUCTiON TYPE: V–e
STORY(IES): 2
AUTO.FlRE SPRINKLER: YES—...__
o�cN coMP�r vwni:
CUPERTiNO MUNIpPAL CODE.
2010 CRC Ed.
2010 CFC Ed.
2010 CMC Ed.
2010 CPC Ed.
2010 CALIFORNIA ELEC1ftICAL CODE Ed.
2010 CALIFORNIA ENERGY COQE Ed.
2010 CALJFORNIA qiEEN BUILDING CODE Ed.
VICINITY MAP
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SHEET INDEX
A1.1 T1TLE SMEET & SlTE PLAN
A1.2 DEMOLI110N PLAN & AREA CAL
A2.1 PROPOSED 1 ST FLOOR PLAN
A2.2 PROPOSED 2NQ FLOOR PLAN
A2.3 ROOF PLAN
A3.1 ELEVATIONS
A3.2 ELEVATIONS
A3.3 SECTIONS
C-1 GRADING & DRAINAGE NOTES
C-2 PRELIMINARY GRADING & DRAINAGE
�-1 PRELIMINARY LANQSCAPE PLAN
SCQPE CJF WC)RK
1. DEMO THE 00ST1NG HOUSE,GARAGE AND SHm.
2. REMOVE EIQSTING atIVEWAY,INSTAIl NEW ORIVEWAY AND
(XJRB–CUT.
3. PROPOSE A NEW 2–STIDRY HOtlSE 1MfTH AN ATTACHm 2N0
UNIT OF 810 S.F.NAlH ALL NEW UNILITIES.
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SITE PLAN
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09/14/12 Pla�wg Reder
SHEET N0.
A1 .1
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FLC30R AREA CALCULATION DIAGRAM:
FIRST LEYEL
LIVING AREA#2
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70 SF.
FlRST LEYEL LIVING<ARfl4#1 :
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2ND FL.00R AREA
FLOC?R AREA CALCULATION:
MAX.F.A.R.: 9,4Q9 x 45°l0=4,234 S.F.
� 1,749 S.F. : 1ST LEYEL FLOOR AREA #1
� 344 S.F. : 1ST LEVEL FLOOR AREA #2 (2ND UNIT)
0 1,357 S.F. : 2ND LEVEL FLOOR AREA
�-J -24 S.F. : AREA W1-IERE RAFTER HEIGHT LESS THAN 16'
0 749 S.F. : GARAGE (267+482)
0 37 S.F. : FRONT PORCH
r-j : LANDING (20+34, NOT COUNIED)
TOTAL: 4,212 S.F. <4,234 S.F.
*2ND UNIT FLOOR AREA: 611 S.F. (344+267) < 64a S.F.
*MAIN HOUSE F100R AREA (EXCLUDE 611 S.F. 2ND UNIT):
1,749+482+1457+57-24 = 3,721 S.F.
*2ND FLOOR TO 1ST FLOOR RATIO:
(1357-24) / (1749+344+749)= 1,333/2,842 = 46.90�
5.89'54'00"E.
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on�: 06/14/12
,ae No.RC12-0626
ISSUE dc REVISION
09/10/12 Plmhg Revlmr
SHEET Nd.
A3.1
ORAWN BY: AW
NoTEs
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WALLS 1NHERE TIiE EARTH IS PAVEO WITH AN ASPHALi OR
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DRAINING AWAY FROM THE BUILDING,THE BOTTOM OF SILLS
ARE PERMI'TED TO BE 6 INCHES(152 MM)ABOVE THE TOP
OF SUCH SLAB.OTHER EQUIVALENT MEANS OF TERMITE AND
DECAY PRdTEC�ION MAY BE ACCEPTLD EiY THE ENFORCEMENT
AGENCY.
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sH�r Na.
A3.3
DRAWN BY: AW
W
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PLANT LEGEND
SI INDIGATES PLANT iCEY
3 INDIGATES PLANT QUANTITY
KE7 BOTLWIGAL/GOI"R'ION NAME SIZE QTY. REMARKS
�XISTINCs TREES
ETI GITRUS vAR GITRUS b'CAL. I �MOVE
ET7 GUPRESSUS SEMPERvIRENS ITALIAN C7PRES5 8'./- Ifd ON ApJ.PARCEL
ET3 PYRUS GALLER7ANA vAR FLOWERIhk's PEAR I6'CAL. II ON ADJ.PARCEL
ET4 PODOGARF'lJ5 GRAGILIOR ftJ FERN PINE 7 I ON ADJ.PARCEL
PROPOSED SCREEN TREES
TI L�RBlJTUS'MARINA' N.CN. 24'BOx 5
PROPOSED SC}�EN SHRUBS
51 CUPRESSUS SEMPERVIRENS ITALIAN C7PRES5 15 Cs.C. 21 SPACE TRI.�IZ'O.G.
NOTES
I.THEI�IS ONLI'ONE EXISTING TREE OYER b'CALIPER ON THIS SITE,ETI,A CITRUS TREE IN f'OOR CONDITION THAT IS TO BE
REMOVED.
2.A UTATER CONSERVING AUTOMATIG IRRIfsATION S75TEM U11LL BE Pf20VIDED FOR ALL NEW LANDSGAPE AT2EAS GONFOp'11NCs TO
THE GIT7 OF GUPERTINO'S LANDSCAPE WATER EFFICIENG 7 REQUIREMENTS.
3.LANDSGAPE AND NARpSCAPE SIIMMARY:
LANDSCAPE A�AS:
A�A I-FRONT TARD LANDSGAI�PLMITINCs 1,585 SF.
AI�A 2-REAR YARp LAU�I 960 SF.
AREA 3-REAR TARD PLQIJTINCs 1,135 SF.
A�A 4-EAST SIDE SERVICE 7ARD/SGREEN PLANTINCs—39m 5F.
AREA 5-WEST SIDE YARD/SCREEN PLANTING 285 SP.
TOTAL ON-SITE LANDSGAPE A�A 4�95 SF.OR 689•/-PERVIOUS AREA
AREA 6-FRONT YARD SETBAGK �60 SF.
NARpSCAPE AREAS:
DRIVEWAT/FRONT ENTRY 1,185 SF.
SIDE YARD WALKS AND LANDINCsS 305 SF.
REAR PATIO AND LANDINCsS 985 5F.
TOTAL ON-SITE HARDSGAPE AI�A 2,m15 SF.OR 32g�/-IMPERVIOUS AREA
SY-CHENG TSAI C-24234
TEL(408)321-9986
FAX(408)321-9987
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PLAN
DATE: O9�I��'I2
�oe No.RC12-0626
ISSUE&REVISION
09/11/12 CITY SUBIAITTAL
SHEET N0.
L1 .1
DRAWN BY: CW
GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE STATE OF
CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS(DATED MAY 2006), STANDARD PLANS(DATED MAY
2006), AND CITY OF CUPERTINO STANDARD DETAILS. THE
CONTRACTOR SHALL PERFORM THE WORK DESCRIBED IN THE
SPECIFICATIONS, AND AS SHOWN ON THE DRAWINGS, AND TO THE
SAl1SFACTION OF THE CITY ENGINEER.
2. THE CONTRACTOR IS REQUIRED TO NOTIFY THE PUBLIC WORKS
INSPECTOR TWO(2) WORKING DAYS PRIOR TO REQUIRING AN
INSPECTION. TWO(2) WORKING DAYS PRIOR TO INSTALLING
PERMANENT STRIPING, THE CONTRACTOR SHALL CALL FOR REVIEW
AND APPROVAL OF THE PROPOSED STRIPING BY THE CITY TRAFFIC
ENGINEER. THE CITY SHALL HAVE THE RIGHT TO MAKE CHANGES IN
THE LOCATION OF THE AUGNMENT OF LANE STRIPES AND
PAVEMENT MARKINGS.
3. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED AND
ADEQUATELY BACKFILLED BEFORE PLACEMENT OF THE BASE
MATERIAL AND SURFACE STRUCTURES. IF UTILITIES ARE TO BE
INSTALLED SUBSEQUENTLY, A WRITTEN NOTIFICATION FROM THE
AFFECTED UTIUTY COMPANY INDICATING ITS COMMITMENT TO BORE
OR TUNNEL SHALL BE SUBMITTED TO THE CITY ENGINEER BEFORE
PROCEEDING WITH THE WORK. UNDERGROUND UTILITIES, EXCEPT
STORM AND SANITARY SEWER, WILL NOT BE PERMITTED IN
PAVEMENT AREA. WITH THE EXCEPTION OF STREET CROSSiNGS,
OTHERWISE SPECIFICALLY APPROVED AND AUTHORIZED BY THE CITY
ENGINEER.
4. THE CONTRACTOR SHALL HAVE ALL OF THE UTILITIES.
UNDERGROUND MAINS, AND SERVICES THAT MAY CONFUCT WITH
THE PROJECT, LOCATED IN THE FIELD. THE CONTRACTOR SHALL
CONTACT UNDERGROUND SERVICE ALERT(USA) TWO(2) WORKING
DAYS IN ADVANCE OF ANY WORK, FOR LOCATION OF THE
UNDERGROUND FACILITIES, AT(800) 642-2444.
5. ALL TRENCH BACKFILL, FILL AREAS, AND BASE MATERIAL SHALL
ATTAIN A MINIMUM 95�COMPACTION AS PER STANDARD
SPECIFICATIONS. FOR TYP�CAL TRENCH SECTIONS, REFER TO THE
CITY STANDARD DETAILS, WITH THE EXCEPTIONS OF SANITARY
SEWERS.
6. ALL TREES, ROOTS AND FOREIGN MATTER IN EXISTING OR
PROPOSED RIGHT OF WAY SHALL BE REMOVED TO A DEPTH OF
TWO(2) FEET BELOW SUBGRADE AND DISPOSED OF.
7, ALL EXISTING PAVEMENT REMOVED OR DAMAGED SHALL BE
REPLACED AS REQUIRED BY THE CITY ENGINEER.
8, ALL CONCRETE USED FOR A�L STRUCTURES MUST BE CLASS"A" (6
SACKS PER CUBIC YARD) AS PER STANDARD SPECIFICATIONS AND
SHALL ATTAIN A STRENGTH OF 3,000 P.S.I IN 28 DAYS.
SIDEWALKS, CURBS AND GUTTERS SHALL BE CLASS "B" (5 SACKS
PER CUBIC YARD) AS PER STANDARD SPECIFICATION AND SHALL
ATTAIN A STRENGTH OF 3,000 P.5.1. IN 28 DAYS.
9. DROP INLETS SHALL BE CITY OF CUPERTINO STANDARD UNLESS
OTHERWISE NOTED ON THE PLANS. THE BOXES SHALL BE
INSTALLED AT THE SAME TIME THE P.C.C. CURB AND GUTTER IS
INSTALLED. CLASS "A" P.C.C. SHALL BE USED.
10. A MINIMUM THICKNESS OF SIX (6)WCHES OF P.GC SHALL BE
REOUIREO FOR COMMERCIA� DRIVEWAY APPROACHES AND FIVE(5)
INCHES FOR RESIDENTIAL. LOCATIONS SHALL BE DETERMiNED PRIOR
TO THE INSTALLATION OF THE CURBS. THE DRIVEWAY SHALL BE
INSTALLED AT THE SAME TIME AS THE CURB.
11, ALL STREET CURBS SHALL BE VERTICAL P.C.C. CURBS.
12. ALL GRADE STAKES AND LATHS REQUIRED BY THE CITY ENGINEER
SHALL BE INSTALLED BY THE DEVELOPER'S ENGINEER AS DIRECTED.
MINIMUM OFF-SETS FOR CUT STAKES SHALL BE FIVE (5)FEET.
DEVELOPER'S ENGINEER TO CERTIFY THAT LOCATION OF NEW
SIDEWALKS, CURB AND GUTTER IS IN ACCORDANCE WITH THE
APPROVED PLANS.
13. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL HAVE CUT
SHEETS APPROVED BY THE CITY ENGINEER. NOTIFY THE CITY
ENGINEER TWO(2) WORKING DAYS PRIOR TO REQUIRING
INSPECTION.
14. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR FINAL
INSPECTION.
15. ONE POUND OF DISPERSING B�ACK SHALL BE MIXED WITH EACH
CUBIC YARD OF CONCRETE AT THE BATCH PLANT.
16. GRADING OF LOTS OUTSIDE OF R/W AS PER TYPICAL SECTION AND
FOR CROSS-SECTION, SHALL BE COMPLETED AND APPROVED BY
THE CITY ENGINEER BEFORE PROCEEDING WITH PREPARATION OF
THE SUBGRADE AND PLACEMENT OF SURFACE STRUCTURES ON
LOTS. ALL LOTS SHALL BE GRADED TO THE STREET ELEVATION, OR
AS SHOWN ON THE PLANS, OR AS DETERMINED BY THE CITY
ENGINEER.
�7, NOTIFY THE CITY ENGINEER TWO (2) WORKING DAYS IN ADVANCE
OF REQUIRING SERVICES FOR CHECKING FIELD STAKING. AT THIS
TIME, THREE (3) COPIES OF THE CUT SHEETS WILL BE FURNISHED.
�$. ALL STANDARD STREET MONUMENTS, LOT CORNERS PIPES, AND
OTHER PERMANENT MONUMENTS DISTURBED DURING CONSTRUCTION
SHALL BE REPLACED BEFORE ACCEPTANCE OF THE IMPROVEMENTS
BY THE CITY OF CUPERTINO.
19. APPROVAL OF THESE PLANS DOES NOT RELEASE THE CONTRACTOR
OF THE RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES,
ERRORS, OR OMISSIONS CONTAINED THEREIN. IF, DURING THE
COURSE OF CONSTRUCTION OF IMPROVEMENTS, PUBLIC INTEREST
REOUIRES A MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF
CUPERTINO SPECIFICATIONS OR THESE IMPROVEMENT PLANS, THE
CITY ENGINEER SHALL HAVE THE AUTHORITY TO REOUIRED SUCH
MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN
WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF
THE OWNER AND/OR CONTRACTOR.
20.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AND ALL
SUBCONTRACTORS TO INSURE THEY ARE FURNISHED WITH
APPROVED PLANS OR THE LATEST REVISED PLANS.
2�, CONSTRUCTION SIGNING SHALL BE INSTALLED PRIOR TO BEGINNING
OF WORK.
GENERAL NOTES CON'T
22. EXISTING UTILITIES SHOWN ARE BASED UPON RECORD
INFORMATION AND ARE APPROXIMATE IN LOCATION AND OEPTH.
THE CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITlES THAT
MAY BE AFFECTED BY NEW FACIL�TIES IN THIS CONTRACT.
VERIFY ACTUAL LOCATION AND DEPTH, AND REPORT POTEN7IAL
CONFLICTS TO THE ENGINEER PRIOR TO EXCAVATION FOR NEW
FACILITIES.
23. PROVIDE CONCRETE PROTECTION BETWEEN UNDERGROUND
PIPE CROSSINGS WITH 12" OR LESS VERTICAL CLEARANCE.
24, ALL SURPLUS AND UNSUITABLE MATERIAL SHALL BE REMOVED
FROM PROJECT SITE AND FROM PUBLIC RIGHT-OF-WAY.
25. CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL AND
KEEP MUD AND DEBRIS OFF THE PUBLIC RIGHT-OF-WAY AT ALL
TIMES.
pg, ALL TRENCHES AND EXCAVATIONS SHALI BE CONSTRUCTED IN
STRICT COMPLIANCE WITH THE APPLICABLE SECTIONS OF
CALIFORNIA AND FEDERAL O.S.H.A. REQUIREMENTS AND OTHER
APPLICABLE SAFETY ORDINANCES. CONTRACTOR SHALL BEAR
FULL RESPONSIBILITY FOR TRENCH SHORING DESIGN AND
INSTALLATION.
27, GRADE BREAKS ON CURBS AND SIDEWALKS ARE TO BE ROUNDED
OFF ON FORM WORK AND FINISHED SURFACING.
2g, CONTRACTOR SHALL PERFORM HIS/HER CONSTRUC110N AND
OPERATION IN MANNER WHICH WILL NOT ALLOW HARMFUL
POLLUTANTS TO ENTER THE STORM DRAIN SYSTEM. TO ENSURE
COMPLIANCE, THE CONTRACTOR SHALLIMPLEMENT THE
APPROPRIATE BEST MANAGEMENT PRACTICE(BMP)AS OUTLINED
IN THE BROCHURES ENT�TLED BEST MANAGEMENT PRACTICES
FOR THE CONSTRUCTION INDUSTRY" ISSUED BY THE SANTA CLARA
COUNTYWIDE STORM WATER POLLUTION PREVEN110N
PROGRAM, TO SUIT THE CONSTRUCTION SITE AND JOB
CONDITION, THE CONTRACTOR SHALL PRESENT HIS PROPOSED
BMP AT THE PRECONSTRUCTION MEETING FOR DISCUSSION AND
APPROVAL.
29. OVERNIGHT PARKING OF CONSTRUC110N EQUIPMENT IN THE
STREET RIGHT-OF-WAY SHALL NOT BE PERMITTED, EXCEPT AT
LOCATION(S) APPROVED BY THE CITY TRAFFIC ENGINEER.
30. CONTACT PUBLIC WORKS, (408) 777-3104, FOR INSPECTION
OF GRADING, STORM DRAINAGE, AND PUBLIC IMPROVEMENTS.
31. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO
OCCUPANCY.
32. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND
INSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A
CLEAN CONDITION.
33. CONTRACTOR SHALL REVIEW CITY DETA�L 6-4 ON THE TREE
PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR
REMOVING ANY TREES.
35. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED
BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY
ACTIVITY, WHICH DISTURBS THE SOIL.
34. A WORK SCHEDULE OF GRADING AND EROSION & SEDIMENT
CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER
BY AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED
BETWEEN OCTOBER 1 TO APRIL 15.
36. ALL NEW ELECTRICAL SERViCES(POWER, PHONE, AND/OR
CABLE)SHALL BE UNDERGROUND.
37. TO INITIATE RELEASE BONDS, CONTACT THE PUBLIC WORKS
INSPECTOR FOR FINAL INSPECTION.
38. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE,
DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED
TO LANDSCAPED AREAS.
SANITARY SEWER IMPROVE�FNT NOTES
t. PROPERTY LINE CLEAN-OUTS(ABS) TO 8E SAME SIZE AS LATERF�L. TO BE WITHIN 5'OF PROPERTY
LI N E.
2, SEWER LATERAL EXTENSION TO BE VCP OR PVC(SDR-26) PIPE.
THE EXISTING SANITARY SEWER LATERAL WILL BE EXTENDED TO THE NEW PROPERTY LINE IF THERE IS
STREET DEDICATION. LATERAL PERMIT WlLL ONLY BE ISSUED TO LICENSED UNDERGROUND CONTRACTOR
REGISTERED TO WORK IN THE CUPERTINO SANITARY DISTRICT. INSTRUCTIONS FOR CONTRACTOR'S
REGISTRATION CAN BE FOUND ON THE�BSITE WWW,CUPERTINOSANITARYDISTRICT.COM UNDER
DOCUMENTS. (O.0 5100).
ADDITIONAL NOTES
�, APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER
AND/OR CONTRACTOR OF THE RESPONSIBIL!TY FOR THE
CORRECT10N5 OF MISTAKES, ERRORS, OR OMISSIONS
CONTAINED THEREIN. IF DURING THE COURSE OF
CONSTRUCTION IMPROVEMENTS, PUBLIC INTEREST REOUIRES A
MODIFICATIONOF/OR A DEPARTURE FROM THE CITY OF
CUPERTINO SPECIFICATION OF THESE IMPROVrMENT PLANS,
THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE
SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE
MANNER IN WHICH THE SAME IS TO BE COMPLETED , AT THE
SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR
2.CONTACT PUBLIC WORKS, (408)777-3104, FOR INSPECTION OF
GRADING, STORM DRAiNAGE, AND PUBLIC IMfROVEMENT.
3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO
OCCUPANCY
4.CONTRACTOR IS RESPONSIBLE FOR DUST CO�dTROL AND
INSURING THE AREA ADJACENT TO THE WORK IS LEFTIN A
CLEAN CONDITION
5.CONTRACTOR SHALL REVIEW CITY DETAIL 6-�-ON TREE
PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR
REMOVING ANY TREES
6.UTILIZE BEST MANAGEMENT PRACTICES(BMP'S)., AS REOUIRED
BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY
ACTIVITY, WHICH DISTURBS THE SOIL
7. A WORK SCHEDULE OF GRADING AND EROSION &SEDIMENT
CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER
BY AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED
BETWEEN OCTOBER 1 TO APRIL 15
8. ALL NEW ELECTRICAL SERVICE(POWER,PHONE, AND/OR CABLE)
SHALL BE UNDERGROUNDED
9. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE,
DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED
TO LANDSCAPED AREAS
10.PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF
WAY, THE CONTRACTOR WILL RESPONSIBLE FUR PULLING AN
ENCROACHMENT PERMIT FORM THE PUBLIC N'ORKS
DEPARTMENT.
GRADING NOTES
1, SURVEY BY WEC SEE SURVEY NOTES ON PLAN
2. FINISHED GRADES ALONG THE PERIMETER OF THE FOUNDAl10N
TO BE SLOPED AT A MINIMUM OF 2%. FOR A MINIMUM OF 5 FEET.
3. ON-SITE UTILITY TRENCHES SHALL BE BACKFILLEC WITH COMPACTED
ENGINEERED FILL. THE FILL MATERIAL SHAIL BE FLACED IN LIFTS NOT
TO EXCEED EIGHT(8) INCHES IN UNCOMPACTED THICKNESS AND
SHALL BE MECHANICALLY COMPACTED TO AT LEA.>T 90�RELATIVE
COMPACTION.
4. LOCATION OF TREES SHOWN HEREON ARE TAKEN AT A POINT THAT THE
TREE ENTERS THE GROUND. SIZES OF TREES SHOWN HEREON ARE
TAKEN AT DBH (DIAMETER AT BREAST HE�GHT)
5. ALL UTILITIES SHALL BE UNDERGROUND FROM THE PROPERTY LINES IN.
LOCATION OF METERS ARE AS NOTED.
COORDINAIE A�L SUCH WORK WITH THE UTIUTY COMPANY HAVING
JURISDICTION.
6. CONTRACTOR SHALL BARRICADE AND PROTECT ALL EXISTING SITE FEATL
INCLUDING TREES, FENCES, GATES, Ul1LITIES, ETC.
� �� � �-��>��- ,���> _._
,.�.�»..-,��-- -�.�-�
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SANITARY SEWER NOTES
1. AY work peAortnetl shall be Insteqed Oo manufaclurein apxifkalqns antl all work ahall compy wllh all curront bcal,cta4
ana raEael repuiremaMC.
2. AX work ahNl De CpneWCletl In ettortlanee witli these d�erW Ihe currenl Siendartl Specificatqns end Ihe curtant
su�wro co�uo-�cuo�oa�a ms c�n��o s.�nery oiema.
ru
3. All axcavatlon and backfillinp wlThin street rigMFOI•way slull be dona in aocoMan�s vAth IM requlremente ot the ErqMeer
of the pub4c apenq heuinp jurlatlktion.Encroachment PertNtc shan be obtained antl e apy shall Oe on ths po durinp
C01181NCtl0lI.
4. Fil materlal shall be cort�pactpd Ip a mnimum of tv.o and ons haM(2.5)kst aboveYha bp oi qpe elevafbn by metliode
that will rot tlamepe ths plpe a tubatltuletl wlth prawl w one(7)alurry mix.FiM maLMal must atlain a mmimum oi ninely
1{ve p�rcant(95%)rolative eompaclbn,as per 3hte of CeNlarie SmMard Spedfr.ations.
5. The Dktrkl EnoM�eer atWl be noNfieO Iwo(21 v.axMw tlavs In edvence of�tartino mn�frucHon on IMe oroiect,20085
Stevene Cresk BoulevaM,BWltluip C,CupertMw,CA 9501C�408)253-7071.At Met tlrre,trafflc plane,eruroec�menl
pemwb and tM eewer tliversion plom nhell be piven b the Diatnq Erpinaer.Sewer dNe�abn plens alwll Ineh�de aewaga
bypaae antl emergency plane.Wwk ahaA rqt bepin uMN Ne Dls6ict Engiieer haa provitled wAtten accephnce ollfiecs
pians.
8. One(t)seNtary sewsr letenl shaq be instalktl br each bt w bWlCinp.Location ol laterel and propeny comers to be
elaketl fn fkltl Yt the 68me Ume the eewer main ia alaked Iw con6trutlbn,Laferals shell not be leld on bsa then lwo
percent(276)9raCe antl ahMl have a mini�covar pf fpur end one f�eH(1.5)feat et properry line or edge of aenlary
aewel easement.LaUrals shatl De Oeepar Ihan four antl ona haM(4.5)feet wRien Onected Ey DlsUid Enpinaer.Letxde
aheti nol pe ex�enAed Deyontl IM stroet riphUOf-wey line or senilary eewer eaaement IMe untN the main has been tesled.
LsMnl sswara constructed oulside of Ihe public street or Cupartlno SenMary Distrid Eesamant aheA be conetructatl fn
accordence wiTh�ne requkamsnb m,and ahdl be iroDecteC br the ciry ol cupMmo auutlinp DePartment.
7. The Contra�br paAw�Mng v�ork m the taNlery aewrn eAell bs iequlro0 ro ro0lster xAMf Me DISMq antl O�viEe imurance
af spedfied In Seetione 1.39 and 1.10 of the DlstrlcCS StanOard SpeGficatqns.
8. Th8�BVB�DQOf 8114 CiB11Mil(',OMl9C[pf Ohgil b!f!lpp1161�1e i0�pfO1BC11011 Of YM @YI6tl�II'IPfOVBRIIIl118 IfILIU�lXIBIIf10
eenitary�pwsr facllMes tl�a�are Oo nrrrin end M tlartwped durotp cpfatrutLOn of tlie O�OO9eA Impiovements,ahell be
repeksd b IM a�tiataaion of IM Cupertkw Sanitary DlsVict and other alfected apenciee.
8. CMnnels o1 all Dintrict manholea within t�e consWClbn erea ahell he proteqed by plywppd crovxs,placetl In tM
maMOles anC manhde we6rqs shaN 6s aqush.W Oo finel grade in accoMence wNh the Stendard SpscNwatlons ol Me
c�n�no s��ry asa��a..a�ad q�m.oieU�E��ee..
10.The Devabper erM General CoMaebr ehaH Ce reaporoibb lo.Me O��on ot conaWCtlon Oebria sntannp the azistlrp
senitary eewx eyatem due m M�e canstructlon aclrvitle�aseodatetl wiM thfs projec[anA ine Developm and Contractw
ehall pay NI coeb afaocreteC wiM IM rebeas ot constructlon debric hNO Mw epsUrg eanttery aewer aystem Eue to Ihe
conatrucGOn activltiea aaepciatetl with W s p�ect.
11.The Daveloper and Genaral ContrxEO�ahall be reeporreida br the prevendon ot a sewape splll eaaodafetl the
Contraclors aclivitiea on thls pioject enC d�e Devebpar end Contrxc1or shall pay all cost6 aswclakd wfM Ne�elease of
sewape iMO wrlace A�ainape eyatem arM davmstream surface waters.
12.UWIry Notllkatbn(Contraclor ahall bcale all uliNtiee qior b start o(excavetlon):
a. Untlerpround Service Alen 800.227-2600
b. 5Wrm Drelns Clty of Cupertiro
�. s.ro�ry s.�.c�ro�o sar�by asmos
13.All Santtary Sexer Pipes ahall 6a P/GSDR26 or approved equal,uNess oMerwiae apecifed by Ine Dislricl Ergineer.
14.Acceas tor pedealriane and vshicbs eliall pB prpvitleA at all times unless approvetl in xtflirg by tM DiatACt Erglnee�.
15.Seritary Sewar ManMbe,Flushing Irdets antl Charauts shal�ba meiked wiN•SANITARY'or'SANITARV SEW ER'.
16.Cbsed Ckait Video Inepeclion ol property Gne tleanout en0 Iali00�epuirsd prior l0 1ina1 plumbirp inapedbn at owner
e�ense.When the uae W en erie6ny lateral Ic Dmpoaetl,an additlonal vWeo Mspection Is raquired prbr m mnst�uction
W ve/Yy Mat R meets the eurtent Dlatrlcl Standerda.
Approval of theea plerm by Cupertlro Sanitary Dls6icl does not relieve ihe Nu�eYer d tlie responslblNly for ihe mlrection of
mislekes,eirws,or omiesions. H,durinp the couna of mnatruction of Ne eaMlary se.wrs Me puDlic interest requlres a
modlflcatbn of,or a tlapeAure 6om the Dieaict SpedNCatlora a Mese improvemeM plens,the Districl Enpinaer ahell have the
aulhoriiy to requNe auch rtrotlBicapom or tlepaiture antl b spacity the manner in which ihe motlificatans w aeDanura i¢W ba
done.
ApprvveC As Ta Complience wllh Distrid Rapukemente ,
• CUPERTINO SANITARV DISTRICT
oov�a Eiqinex
�
CITY OF CUPERTINO APPROVAL
APPROVED:
NAME DATE
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EXISTING PROPOSED DESCRIPTION
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SANITARY SEWER
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RIDGE � �
VERTICAL CURB � �
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OF�!�'�'�.`� a .
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SHEET INDEX
C1 GRADING & DRAINAGE NOTES,
C2 PRELIMINARY GRADING AND DRAINAGE
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;TOPOGRAPHIC SURVEY COMPLETED BY WEC & ASSOCIATES,
2625 MIDDLEFIELD ROAD #658, PALO ALTO, CA 94306,
TEL: (650)823-6466, FAX: (650)887-1294
DATE: AUGUST 30, 2012
ABBREVIAl10NS
AC ASPHALT CONCI�IE
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c: �\..,' .\:;' 1!
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SL 51RFET LIGHT
S9C0 SAIifARY SEMIER CIFJINOUT � It � � �; : � a
. c.., N , .. . I .
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$�IH $�ORII MAI�IOLE � �;�`��^� � �DOR - �. .. � `�, � � N
iBC ToP BAqc RouID WRB I 1 I;
iC TOP aF Q�lB >: , I � �
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10E TOE OF BAN( I � � '
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1RC TOP aF Rd1ID CUffi i
� ��� � � NEW HOUSE II � ' _
�� � � l�: FF�10200,� ��. � � `�� .
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VCP N1RF�qJ1Y PPE ,�,.' �,� F.
wN wAIER VALVE \r;, ,
IMI MAIER IE1FR BOX I �::'
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-S� SiORY DRAN L!E � � k I
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VGJ�IGJ�V�Vr VnGJ�Kn VI�I.L.� `^r� ,...loo. ••4.M1�:.. . . . •,.`�•.:� �• � :
AS SHOWN ON THAT f�7tTAIN MAP .��. \`'-'�`�'� �
FlLED IN 7HE OFF'ICE OF 1HE � , . ',�:�.',.•-.�.:.;^�;.,�`,�J...� :., ,
RECORDER OF SANTA CLARA . ..'.. '.�'1Q0:6, ' 00.82 �.ZX_ 101.42 Ij a �
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