EXC-2011-08b City of Cupertino
, , = 10300 Torre Avenue
Cupertino, CA 95014
(408) 777-3251
C U P E RT 1 N O FAX (408) 777-3333
Community Development Department
August 10, 2011
WJB Canyon, LLC
Attn: Barre Barnes
2175 De La Cruz Blvd #C
Santa Clara, Ca. 95050
SUBJECT: PLANNING COMMISSION ACTION LETTER - EXC-2011-08, INT-2011-01, TR-2011-22
This letter confirms the decision of the Planning Commission, given at the meeting of August 9, 2011,
approving a Hillside Exception to allow the construction of a new 3,704 square foot single family
residence with an approximately 1,189 square foot basement on slopes greater than 30%, an
Interpretation of the front yard of the corner lot to be Cordova Road and the removal and replacements
of protected 25" and 32" diameter Coast Live Oak trees in conjunction with the construction of the new
residence, located at Lot 167, Cordova Road, according to Planning Commission Resolution No. (s) 6652,
6653 and 6654.
Please be aware that if this Permit is not used within a two-year period, it shall expire on August 9, 2013.
Also, please note that an appeal of this decision can be made within 14 calendar days from the mailing
of the notice of the decision. If this happens, you will be notified of a public hearing, which will be
scheduled before the City Council.
Sincerely,
�--�
Colin jung
Senior Planner
P1aruling Department
Enclosures: Resolution 6652, 6653 and 6654
g:/plannirig/post hearing/actioriletterEXG2011-0S,INT-2011-01,TR-2011-22
EXC-2011-08
CITY OF CUPERTINO
10300 Torre Avenue
Cupertino, California 95014
RESOLUTION NO. 6652
OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO
APPROVING A HILLSIDE EXCEPTION TO ALLOW THE CONSTRUCTION OF A NEW 3,704
SQUARE FOOT SINGLE FAMILY RESIDENCE WITH AN APPROXIMATELY 1,189 SQAURE FOOT
BASEMENT ON SLOPES GREATER THAN 30% ON A VACANT LOT
SECTION I: PROTECT DESCRIPTION
Application No.: EXC-2011-08 (EA-2011-08)
Applicant: Barre Barnes (WJB Canyon, LLC)
Location: Lot 167, Cordova Rd APN#342-17-068
SECTION II: FINDINGS FOR EXCEPTION
WHEREAS, the Plannulg Commission of the City of Cupertino received an application for a Hillside
Exception, as described on Section II of this Resolution; and
WHEREAS, the necessary notices have been given in accordance with the Procedural Ordinance of the
City of Cupertino, and the Planning Commission has held one or more Public Hearings on this matter;
and
WHEREAS, the applicant has met the burden of proof required to support this application, and has
satisfied the following requirements:
1. The proposed development will not be injurious to property or improvements in the area
nor be detrimental to the public health and safety.
2. The proposed development will not create a hazardous condition for pedestrian or vehicular
traffic.
3. The proposed development has legal access to public streets and public services are available
to serve the development.
4. The proposed development requires an exception, which involves the least modification of, or
deviation from, the development regulations prescribed in this chapter necessary to
accomplish a reasonable use of the parcel.
5. All alternative locations for development on the parcel have been considered and have been
found to create greater environmental impacts than the location of the proposed
development.
6. The proposed development does not consist of structures on or near known geological or
environmental hazards that have been determined by expert testimony to be unsafe or
hazardous to structures or persons residing therein.
7. The proposed development includes grading and drainage plans that will ensure that erosion
and scarring of the hillsides caused by necessary construction of the housing site and
improvements will be minimized.
8. The proposed development consists of structures incorporating designs,
colors, materials, and outdoor lighting which blend with the natural hillside environment and
which are designed in such a manner as to reduce the effective visible mass, including
building height, as much as possible without creating other negative environmental impacts.
Resolution No. 6652 EXC-2011-08 August 9, 2011
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9. The proposed development is located on the parcel as far as possible from public open space
preserves or parks (if visible therefrom), riparian corridors, and wildlife habitats unless such
location will create other, more negative environmental impacts.
10. The proposed development is otherwise consistent with the City's General Plan and with the
purposes of this chapter as described in Section 19.40.010.
NOW, THEREFORE, BE IT RESOLVED:
That after careful consideration of the initial study, Environmental Review Committee recommendation,
maps, facts, exhibits, testimony and other evidence submitted in this matter, the Commission finds that
the project with mitigations incorporated will not have a significant environmental impact and adopts a
mitigated negative declaration with a mitigation monitoring report (file no. EA-2011-08) and application
no. EXC-2011-08 is hereby approved; and
That the subconclusions upon which the findings and conditions specified in this Resolution are based
and contained in the Public Hearing record concerning Application EXC-2011-08, as set forth in the
Minutes of the Plannulg Commission Meeting of August 9, 2011, and are incorporated by reference
herein.
SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT.
1. APPROVED EXHIBITS
Approval is based on the plan set titled: "WBJ Canyon, LLC, Single Family Residence-New
� Construction, Cordova Rd, Cupertino California" dated May 23, 2011 consisting of 10 sheets
labeled A000 through A07 and an Engineering plan sets dated July 2011 consisting of 4 sheets
labeled 1 a nd 1 through 3, except as may be amended by the conditions contained in this
resolution.
2. GEOTECHNICAL REVIEW
Prior to building permit approval, the applicant shall comply with the recommendations outlined
in the Cotton Shires & Associates, Inc. Geologic Peer Review Letter dated July 20, 2011 and
pertainixig to the proposed development. Notice of the availability of the remedial grading plan
and drainage plan shall be provided to interested neighbors and plans shall be provided to the
Planning Commission.
3. RELOCATION OF CORDOVA ROAD STREET GATE
If the Cordova Road street gate conflicts with the driveway entrance of the approved residence,
the street gate shall be relocated at the applicant's expense to a point northerly of its present
location, but along the applicant's property frontage. Final location is subject to the review and
approval of the Director of Public Works. The gate shall be kept closed during and after
construction.
4. BUILDING DESIGN MODIFICATIONS
The 3-story tall wall, north of the garage shall be broken up visually with architectural detailing
subject to the review and approval of the Director of Community Development at the building
permit stage.
5. CONSTRUCTION MANAGEMENT PLAN
The applicant shall provide with the building permit plan set, a construction management plan
that provides the following information details:
• A recitation of the City's standards for noise control and construction hours
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• A site plan illustrating the locations for construction equipment and materials, porta-
potties, construction/security office trailer (if any) and worker parking.
• Location of signage for name and telephone number of complaint coordinator.
6. 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.
7. LANDSCAPE PLAN
Applicant shall provide a privacy landscape plan for the property incorporating any of the
replacement oaks.
SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT
8. STREET WIDENING
Public street widening and dedications shall be provided in accordance with City Standards and
specifications and as required by the City Engineer. �
9. CURB AND GUTTER IMPROVEMENTS
Curbs and gutters and related structures shall be installed in accordance with grades and standards
as specified by the City Engineer.
10. STREET LIGHTING INSTALLATION
Street lighting shall be installed and shall be as approved by the City Engineer. Lighting fixtures
shall be positioned so as to preclude glare and other forms of visual interference to adjouung
properties, and shall be no higher than the maximum height permitted by the zone in which the site
is located.
11. GRADING
Grading shall be as approved and required by the City Engineer in accordance with Chapter 16.08 of
the Cupertino Municipal Code. 401 Certifications and 404 permits maybe required. Please contact
Army Corp of Engineers and/or Regional Water Quality Control Board as appropriate.
12. DRAINAGE
Drainage shall be provided to the satisfaction of the City Engineer. Hydrology and pre- and post-
development hydraulic calculations must be provided to indicate whether additional storm water
control measures are to be constructed or renovated. The storm drain system may include, but is not
limited to, subsurface storage of peak stormwater flows (as needed), bioretention basins, vegetated
swales, and hydrodynamic separators to reduce the amount of runoff from the site and improve
water quality. The storm drain system shall be designed to detain water on-site (e.g., via buried
pipes, retention systems or other approved systems and improvements) as necessary to avoid an
increase of one percent flood water surface elevation of existing storm water facilities, to the
satisfaction of the City Engineer. Any storm water overflows or surface sheeting should be directed
away from neighboring private properties (particularly 10690 Cordova Road) and to the public right
of way as much as reasonably possible.
3
Resolution No. 6652 EXC-2011-08 August 9, 2011
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13. UNDERGROUND UTILITIES
The developer shall comply with the requirements of the Underground Utilities Ordinance No. 331
and other related Ordinances and regulations of the City of Cupertino, and shall coordinate with
affected utility providers for installation of underground utility devices. The developer shall submit
detailed plans showing utility underground provisions. Said plans shall be subject to prior approval
of the affected Utility provider and the City Engineer.
14. IMPROVEMENT AGREEMENT
The project developer shall enter into a development agreement with the City of Cupertino
providing for payment of fees, including but not limited to checking and inspection fees, storm drain
fees, park dedication fees and fees for under grounding of utilities. Said agreement shall be executed
prior to issuance of construction permits
Fees:
a. Checking & Inspection Fees: $ Per current fee schedule ($2,468.00 or 5%)
b. Grading Permit: $ Per current fee schedule ($2,217.00 or 5%)
c. Development Maintenance Deposit: $1,000.00
d. Storm Drainage Fee: $ TBD
e. Power Cost: **
f. Map Checking Fees: $ Per current fee schedule (N/ A)
g. Park Fees: $ Per current fee schedule ($15,750.00)
h. Street Tree By Developer
** Based on the latest effective PG&E rate schedule approved by the PUC
Bonds:
Faithful Performance Bond:100% of Off-site and On-site Improvements
Labor & Material Bond:100% of Off-site and On-site Improvement
On-site Grading Bond:100% of site improvements.
-The fees described above are imposed based upon the current fee schedule adopted by the
City Council. However, the fees imposed herein may be modified at the time of recordation of
a final map or issuance of a building permit in the event of said change or changes, the fees
changed at that time will reflect the then current fee schedule.
15. TRANSFORMERS
Electrical transformers, telephone vaults and similar above ground equipment enclosures shall be
screened with fencing and landscaping or located underground such that said equipment is not
visible from public street areas. The transformer shall not be located in the front or side building
setback area.
16. BEST MANAGEMENT PRACTICES
Utilize Best Management Practices (BMPs), as required by the State Water Resources Control Board,
for construction activity, which disturbs soil. BMP plans shall be included in grading and street
improvement plans.
17. NPDES CONSTRUCTION GENERAL PERMIT
When and where it is required by the State Water Resources Control Board (SWRCB), the developer
must obtain a Notice of Intent (NOI) from the SWRCB, which encompasses preparation of a Storm
Water Pollution Prevention Plan (SWPPP), use of construction Best Management Practices (BMPs) to
control storm water runoff quality, and BMP inspection and maintenance.
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Resolution No. 6652 EXG2011-08 August 9, 2011
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17. C.3 REQUIREMENTS
C.3 regulated improvements are required for all projects creating and/or replacing 10,000 S.F. or
more of impervious surface (collectively over the entire project site). The developer shall reserve a
minimum of 4% of developable surface area for the placement of low impact development measures,
for storm water treatment, on the tentative map, unless an alternative storm water treatment plan,
that satisfies C.3 requirements, is approved by the City Engineer.
The developer must include the use and maintenance of site design, source control and storm water
treatment Best Management Practices (BMPs), which must be designed per approved numeric sizing
criteria. A Storm Water Management Plan, Storm Water Facilities Easement Agreement, Storm
Water Facilities Operation and Maintenance Agreement, and certification of ongoing operation and
maintenance of treatment BMPs are each required.
All storm water management plans are required to obtain certification from a City approved third
party reviewer.
18 EROSION CONTROL PLAN
The developer must provide an approved erosion control plan by a Registered Civil Engineer. This
plan should include all erosion control measures used to retain materials on site. Erosion control
notes shall be stated on the plans.
19. WORK SCHEDULE
Every 6 months, the developer shall submit a work schedule to the City to show the timetable for all
grading/erosion control work in conjunction with this project.
20. OPERATIONS & MAINTENANCE AGREEMENT
The developer shall enter into an Operations & Maintenance Agreement with the City prior to final
occupancy. The Agreement shall include the operation and maintenance for non-standard
appurtenances in the public road right-of-way that may include, but is not limited to, sidewalk,
pavers, and street lights.
21. TRAFFIC SIGNS
Traffic control signs shall be placed at locations specified by the City.
22. TRASH ENCLOSURES
The trash enclosure plan must be designed to the satisfaction of the Environmental Programs
Manager. Clearance by the Public Works Department is needed prior to obtaining a building permit.
23. REFUSE TRUCK ACCESS
The developer must obtain clearance from the Environmental Programs Manager in regards to refuse
truck access for the proposed development.
24. STREET TREES
Street trees shall be planted within the Public Right of Way to the satisfaction of the City Engineer
and shall be of a type approved by the City in accordance with Ordinance No.125.
25. FIRE PROTECTION
Fire sprinklers shall be installed in any new construction to the approval of the City.
26. SANTA CLARA COUNTY FIRE DEPARTMENT
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Resolution No. 6652 EXC-2011-08 August 9, 2011
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A letter of clearance for the project shall be obtained from the Santa Clara County Fire Department
prior to issuance of building permits.
27. FIRE HYDRANT
Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as
needed.
28. SAN JOSE WATER COMPANY CLEARANCE
Provide San Jose Water Company approval before issuance of a building permit approval.
29. DEDICATION OF WATERLINES
The developer shall dedicate to the City all waterlines and appurtenances installed to City Standards
and shall reach an agreement with San Jose Water Company for water service to the subject
development.
30. SANITARY DISTRICT
A letter of clearance for the project shall be obtained from the Cupertino Sanitary District prior to
issuance of building permits.
31. UTILITY EASEMENTS
Clearance approvals from the agencies with easements on the property (including PG&E, PacBell,
and California Water Company, and/or equivalent agencies) will be required prior to issuance of
building permits.
PASSED AND ADOPTED this 9� day of August 2011, at a Regular Meeting of the Planning Commission
of the City of Cupertino by the following roll call vote:
AYES: COMMISSIONERS: Chair Lee, Vice Chair Miller, Brophy, Brownley
NOES: COMMISSIONERS: none
ABSTAIN: COMMISSIONERS: none
ABSENT: COMMISSIONERS: Sun
ATTEST: APPROVED:
/s/Gary Chao /s/Wirulie Lee
Gary Chao Winnie Lee, Chair
City Planner Planning Cominission
G: � Planning \ PDREPOR T� RES � EXG2010-12res.doc
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DATE:
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SCALE:
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Scale:l/16" =1'-0"
Abbreviations :
ABV ARRF.VIATI(�N
RI.K RL[ K'F: �
CSMNT CASF.MF.NT
(.W C'Ul.11 WAT}�.F
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DRY IIRYEI:
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Legend:
NRW WALL-2X�STUDS
NEW W'ALL-2Xh STUCK
ocx�F 3'-lr'
DOURLF. DCk1R, �1'-U"
SLIDINC; CKK)R, J'11"Xn'-Ei"
WINDOW, �1'11"X{'-U" tiWGLF. HUNC:
General Scope
TU nF.VEL01'E I.ANn FUR SIN(;LF FAMILY
RFSIUENC;F.
General Notes :
AI,L NEW WC�RK TO BE IN
CUNFORMANCE WITH:
CBC-CALIFVRNIA BUILDWC� CODt-20U7
CF.C'-CALIFiUFNIA ELEC'iFICALCODE-2o07
CMGCALIFORNIA MECHAMCAL CUDE ?W7
CPC-CAI.IFORNtA PLUMBIN(� C'C�DF.-^_W7
CFGCALIFURNIA FIRE C'UDE ?W7
CEC:LALIFiJRN1A ENERGYCODE-21107
IB�-INTERNATIONAL BUILDING C-UDF-2[Rb
UMC-UNIFORM MECHANIC.AL CUDE-2[kk;
UI'C: UNIFC�RM PLUMBINC; C'UDE-2(KK�
NE(�.-NATIONAL ELECTRIC' �UDE-2IX15
NDS-NAT. DESIt�N SPF.C:.FUR W�k�D CONST.-l�t
AND ALL PERTINENT LOC:AL C:C�DEti AND c7RDINANC_Eti
ALL WRITTEN DIMENSIONti tiHALL TAKE PREC:EUENC_E
CiVEF Sc:ALED DIMF.Nti1C�Nti.
c'�>NTFAC.:Tt�R A55UME5 FULL FFtiPUNtiABILI'Iti' F��F
MET}iOn AND MANNF.R UF C'UNSTRUC'T1C�N AND FOR
AI,1. I��� `%�� SA FFTI' DUFI NC; C'UNS7FUCTIC �N.
GRADFS "[U BESLC�PED A MINIMUN (�F 2X AWAY
FROM'il-1E STFUCTURfS FOF HOR17.��NTAL DISTANCE
AT LEhST 5'-U".
AI,L �ONC'FE7F. "FLATWORK" (DFIVEWAY, �VALKti, ET�.)
SHALL BE CONSIRU�'TED IN ACY'ORDAN('F. W/ THE
SOILS FEI'ORT.
DrawinQ Index :
A000- Cover Sheet
A00- Title Sheet, Site Plan
A01- Topographv - Trees Locahon - House Location
A02- Lower Level Floor Plan, Basement Level Floor Plan
A03- Main l.evel Floor Plan, Roof Floor Plan
A04- Exterior Elevations
A05- Building Sections
A06- Building Sections
Owner Data :
430 Cordova Road
Cupertino, Califomia, 95014
Lot Data :
A. P. N. : 342 - 17 - 068
Lot Size : 13,886 Sq. Ft.
Property Location : 430 Cordova Road
Zonuig District : RHS-21
Stories : Two
Allowable Floor Area : 4,731.57 Sq. Ft.
House: FARCalculations:
A= Maximum ai!owable house size prior to instituting the
maximum 6,500 square foot b!iilding size.
6= Net lot area.
Slope Adlustment Criteria
Average percent slope of first ZO feet of lot= 32 %
Average percent slope of lot = 24 %
Average percent slope of building pad= 26 %
C=Ax(1-(1.SxD-0.1)))
A=Maximum allowable house size = 6500 sq. ft.
C=Maximum allowable buildi�g for lots with grater than
10°� average slope.
D=Average percent slope of net lot area.
[C=6,500x(1-(1.5x0.24-0.1)))] C=6500x(1-(0.36-0.1))
C=6500x(1-0.26)
C=6500x0.74
C=4,310
Total Allowable Square Foota�;e = 4,810 sq.R.
Floor Area Ratio (FAR)
4500 for first 10000 sf
59.59 sf for each 1000 sf over 4,731.57 SQ. FT.
A=((B-10,000)/ 1000)(59.59)+4500
A=((13,886-10,000) / 1000)(59.59)+4500
Total Allowable Square Footage = 4,731.57 sq.ft.
Maximum Buildin� Area
(4,731.57 sq.ft.) X 079 (slope adjustment penalty)
= 3,737.93 sq. ft. max.
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Vicinity Map : z Proposed Conditions
r x House : Entry Level : 2,70670 sq. ft.
p Lower Level: 509.40 sq. ft.
s
r Basement Level: 1,189.10 sq. ft.
CREEK 6LVD Garage: 437.70 sq. ft.
7'otal Square Footage: 4,892.9 sq. ft.
� Impervious Areas
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m Driveway 533 sq. ft.
N Total Impervious Areas: 533 sq. ft.
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Total Covera�e
Total Build"uig Area 3,559.10 sq. ft. 25.6%
Total Impervious Area 533 sq. ft. 3.9%
Total Coverage Area 4,092.10 sq. ft. 29.5%
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KITC�HE�N �
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R�M & HALL�
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3ASEM�ENT�
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�GE LEVEL
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h1aj�, 23 2011
SCALE:
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JOB N":
XXX
SHEET N":
A04
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572' - 6 y `
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SCA LE:
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JOB N":
XXX
SHEET N°:
A05
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Section 5
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Section 4
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583' - 0 V
ENTRY LEVEL
574' - 0"
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DATE:
h'Iap, 23 2011
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SHEET N°:
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hfay, 23 2011
SCALE:
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JOB N":
XXX
SHEET N°:
A07
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GENERAL NOTES
1. AL� WORK SHALI. BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF
TRANSPORTATION STANDARD SPEpFICAIiqJS (1992 EDITION), STANDARD PLANS (DAiED JU�Y 199Z), AND piY OF
CUPERTiNO STANDARD DETAILS. THE CONTRACTOR SHALL PERFORM THE WORK DESCRIBED IN THE
SPECIFICAT10N5, AND AS SHOWN ON iHE DRANANGS, AND TO THE SATtSFACTION OF THE qTY ENGINEER.
2. 1HE CONTRACTOR IS REQUIRED TO NOTIFY THE PUBUC WORKS INSPECTOR TWO (2) WARKING DAYS
PRIOR TO REQUIRINC AN INSPECTION. TWO (2) Y/ORKING DAYS PRIOR TO �NSTAWNG PERMAyENT STRIPING,
TME CONiRACTOR SHALL CALL FOR REVIEW AND APPROYAL OF THE PROPOSED STRIPING 8Y THE CITY TRAFF7C
ENGINEER. THE CITY SHALL HAVE THE RIGHT TO MAKE CMANGES IN THE LOCATION OF TFIE AUGNMENT
OF IANE STRIPES AND PAVEMENT MARKINGS. ,
-i• ALL UNDERGROUND UTIUTtES SHALL BE INSTALLED AND AOEOUATEIY BACKfILLED BEFORE PLACEMENT
OF THE BASE MATERIAL AND SURFACE STRUCTURES. IF UTIUTIES ARE TO BE INSTALLED SUBSEWENTLY,
A WRIT7EN NOTIFICATION FROM THE AFFEC7ED UTIUTY COAIPANY INOICATING 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, WI�L NOT BE PERMITiED! IN PAVEIAENT
AREA, WITH THE EXCEPTION OF STREET CROSSINGS, UNLESS OTHERWISE AP?ROVED AND
AUTFfORIZED BY THE CITY ENGINEER. �
4. THE COMTitACTOR SHALL HAVE ALL OF 7HE UTiIJTIES, UNDERGROUND MAINS, AND SERVICES THAT MAY
CONFLICT 1M1H THE PROJECT LOCATED IN THE FIELD. 1HE CON7RACTOR SHALL CONTACT UNDERGRWND
SERVICE ALERT (USA) TW 0 KIN A IN ADVANCE OF ANY WORK, FOR LOCATION OF THE
UNDERGRWND FAqUT1ES, AT 800) 227-2600.
5. ALL TRENCH BACKFILL, FILI AREAS, AND BASE MATERIAL SHALL ATTAIN A MINIMUM 95% RELATIVE
COMPACTION AS PER STANDARD SPEGFICATIONS. FOR TYPICAL TRENCH SECTlONS, REFER TO THE
CITY STANDARD DETAILS, WITH THE EXCEPTION Of SANITARY SEWERS.
6. ALL TREES, R00T5 AND fOREIGN MATTER IN EXISTING OR PROPOSED RIGHT OF WAY SHALI; BE REMOVEO
TO A DEPTH OF TWO (2) FEET BELOW SUBGRADE AND DISPOSED OF.
�• ALL EXISTING PAVEA�ENT REMOVED OR DAMAGED SHALL BE REPLACED AS REQUIRED THE CITY
ENGINEER. ;
�• ALL CONCRETE USED FOR ALL STRUCiURES MUST BE CIASS "A" (6 SACKS PER CUB{C YARD) AS PER
STANDARD SPEGFlCATIONS AND SHALL ATTAIN A MINIMUM STRENGTH OF 3,000 P.S.I. IN 28 DAYS. SIDEWALKS,
CURBS AND CUTTERS SHALL BE CLASS 'B� (5 SACKS PER CUBIC YARD) AS PER STANDARO;SPECIFlCAitON
AND SHALL ATTAIN A MINIMUM STRENGTH OF 2,500 P.S.I. IN 28 DAYS. IF THE CLASS OF CONCRETE
IS NOT SPECIFlE�J QN THE PLAN OR OTF'.ERMASE DIRECTED BY ENqNEER, IT SHAIL BE C�ASS A.
9• DROP INLETS INSTALLED SHALL 8E C�TY OF CUPERTINO STANDARD UNLESS OTHERNASE NOTED ON THE
PLANS. THE BOXES SHALL 8E INSTALLED AT THE SAME T1ME THE P.C.C. CURB AND GUTTER tS
INSTALlEO. CLASS "A' P.C.C. SHALL BE USED.
10. A MINIMUM THICKNESS OF SIX (6) INCHES OF P.C.C. SHALL BE REQUIRED FOR COMMERCJAL DRIVEWAY
APPROACHES AND FIVE (5) INCHES FOR RESIDENT1Al. LOCATtONS SHALL 8E OETERAAINED PRIOR TO
THE INSTALLATION OF 7HE CURBS. THE DRIVEWAY SHALL BE INSTALLED AT THE SAME; TiME AS THE
CURB.
11. ALL STREET CURBS SNALL BE VERTICAL P.C.C. CURBS.
12. INSTALL CITY OF CUPERTINO STREET NAME SIGNS, FOUR (4) BLADES EACH PER aSSEMBLY AS
SHOWN ON THE PLANS.
13. INSTALL CITY OF CUPERTINO STANDARD MONUMENT BOX(ES) AND MONUMENT(S) AS SHOWN ON THE PLANS.
14. ALl GRADE STAKES AND LATHS REQUIRED BY THE CITY ENGINEER SHALL BE INSTAILED 8Y THE
CONTRACTOR'S ENGINEER AS DIRECTED. MINIMUM OFF-SETS FOR CUT STAKES SHALL BE �IVE (5) FEET.
15. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL HAVE CUT SHEETS APPROVEDi BY THE CITY
ENGINEER. NOTIFY THE CITY ENGINEER TWO (2) SNORKING DAYS PRIOR TO REQUIRING INSPECTION.
76. THE CONTRACTOR SHALL SUBMIT A NRITTEN REWEST FOR FlNAL INSPECTION.
17. GRADlNG OF I.OTS OUTSIDE OF R/W AS PER TYPICAL SECTION ANO FOR CROSS-SECTION, SHALL BE
COMPLETED AND APPROVED BY 71-lE CITY ENGINEER BEFORE PROCEEDING VNTH PREPARATION OF THE
SUBGRADE AND PLACEMENT OF SURFACE STf2UCTURES ON LOTS. ALL LOTS SHA�� BE GRADEO TO
THE STREET ELEVATION, OR AS SHOWN ON 7HE P(ANS, OR AS DETERMINED BY THE CITY ENGINEER.
18. NOTIFY THE CITY ENGINEER TWO (2) 'NORKING DAYS IN ADVANCE OF REQUIRING SERVICES FOR FlELD
STAKING. AT THIS TiME. THREE (3) COPIES OF THE CUT SHEETS WILL BE FURNISHED.
19. ALL STANDARD SIREET MONUMENTS, LOT CORNER PIPES, AND OTHER PERMANENT MONUMEMTS DlSTURBED
DURING CONSTRUCTION SHALL BE REPLACED BEFORE ACCEPTANCE OF T}1E IbIPROVEMENTS BY THE
CITY OF CUPERTINO.
20. MANHOLE FRAMES AND COVERS SHALL BE BROUGHT TO FlNISH GRAOE BEFORE F1NAL PAVING.
21. APPROVAL OF 7HESE PLANS DOES NOT RELEASE TNE CONTRACTOR OF THE RESPONSIBILITY FOR 1HE
CORRECTIONS OF MISTAKES, ERRORS, OR OMtSSI0N5 CONTAINED THEREIN. IF, DURINC,c iHE COURSE
OF CONSTRUCTION OF IMPROVEMENTS, PUBUC INTEREST REQUIRES A MODIFlCATION OF/OR;A DEPARTURE
FROM THE CITY OF CUPERTINO SPECIfICAT10N OR THESE IMPROVEMENT PLANS, iHE CITY ENGINEER
SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFlCATION OR DEPARTURE AND T0: SPECIfY THE
MANNER IN WHICH THE SAME �S TO BE COMPLETED.
22. FOR ALl FlVE (5) FOOT MONOLITHIC SIDEWALKS, ALL FIRE HYDRAN7S AND ELEC7ROUER SHALL BE
INSTALLED BEHIND SIDEWALK.
23. EACH SHEET Of THE CONSTRUCTION/MODIFICATION PLANS SHALL BE INITIALED BY iHE GTY ENGINEER
TO BE CONSIDERED APPROVED f1NAL PLANS. IT SHALL BE THE RESPONSI8ILTY OF 7HE' CONTRACTOR,
AND ALL SUB-CONTRACTORS TO INSURE THEY ARE FURNISHED NATH APPROVED PLANS OR THE LATEST
RENSED PLANS.
23. ALL WATER LINES, VALVES, HYDRANTS, AND APPURTENANCES THERETO INSTALLED WITFIIN THE CITY
OF CUPERTINO MUNICIPAL WATER UTILITYS SERVICES AREA, SHALL BE THE PROPERTY OF SAIO
WATER UTILJTY.
25. CONSTRUCTION SIGNING SHALL BE INS7A�LED PRIOR TO BEGINNING OF WORK.
27. NOTIFY qTY OF CUPERTINO TRAFFIC SIGNAI MAINTENANCE FOR INSPECTtON OF FOUNDATION EXCAVATIONS,
(408) 777-1366, TWO (2) WORKING DAYS PRIOR TO POURING ANY CABWET OR SIGNAL' FOUNDATIONS
RELATING TO THIS JOB.
28. ANY AND ALL STORM LINES INSTALLED AS PART OF THE WORN ON THESE PLANS SHAL� BE CLEANED
OF ALL EXCESS MATERIAL, DEBRIS AND OBSfRUCT10N5. STORM LINES �1ALL BE FLUSHED AS DIRECTED
BY THE CITY ENGINEER.
CITY OF CUPERTINO APPROVAL
APPROVED:
TIMM BOROEN. RCE 45512, EXPIRES: 72/37/12
DIRECTOR OF PUBLIC WORKS
DATE:
N
�o/ 8
Q
p pROJECT SITE
a ��� (ppN: 342-17-068)
� �.
2
SA � �AN RO 2 85
� U
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S�
0
VICINiTY MAP
(NOT TO SCALE)
/ � ` �
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1 �
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\ \ �
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(
TOP OF FENCE HUNG WIiH
FLUORESCENT FLAGGING TAPE
EVERY 70 FEET.
6' CHAIN LINK OR WELDED WIRE MESH
8' FENCE POST OF 2" DIAME7ER
'� GI PIPE OR T-ANGLE POST.
TREE PROTECTION NOTES
TYPICAL TREE PROTECTION DETAIL
1. 1'HE DEVELOPER SHALL INSTAIL iHE ° TREE PROTECTtON" DEVICES PRIOR TO THE START OF GRADING
UR CLEARING WORK.
2. THE CITY RESERVES THE RIGHT TO ISSUE A"STOP WORK" NOTICE IF THE "TREE PROTECTION"
DEVICES ARE NOT MAINTAINED PROPERLY.
3. SEE THE PROJECT GRAOING PLAN FOR SPECIFlC TREES THAT REQUIRE PROTECTION. ALL SPECIMEN
TREES REQUIRE PROTECTION UNLESS OTHERWISE NOTED.
1. NO EXCAVAilONS WITHIN "THE iREE PROTECTION AREA" ARE ALLOWED UNLESS UNDER THE SUPERVISION
OF A TREE SERVICE COMPANY.
5. ANY FILUNC, WITHIN THE �TREE PROTECTION AREA" SHA�I BE DONE IN ACCORDANCE WI7H A DETAILED
IMPROVEMENT PLAN APPROVED BY THE CITY.
6. IJO TRIMMING, CUTTING NOR PRUNING OF DESIGNATED TREES CAN OCCUR Wli}10UT A REGISTEREO
TREE SERVICE COMPANY.
7. CONSULT ORDINANCE 778 OF THE CITY OF CUPERTINO FOR PERMIT REQUIREMENTS AND EXCEPTIONS.
8. APPROVED WOOD CONSTRUCTION IS AN ACCEPTABLE SUBSTITUTE FOR THE CNAIN UNK FENCING.
NOTICE TO CONTRACTORS:
CONTRACTOR SHALL NOTIFY USA (UNDERGROUND SERVICE ALERT)
AT 800-227-2600 A MINIMUM OF TWO WORKING DAYS BEFORE
BEGINNlNG UNDERGROUND WORK FOR VERIFICATION OF 1�iE LOCATION
OF UNDERGROUND UTILITIES.
GRADING NOTES
1) CIVIL ENGINEER OR SOILS ENGINEER TO REVIEW AlL GRADING AND SUBMIT A FINAL
REPORT TO THE CITY PRIOR TO OCCUPANCY.
2) COMPACTION REPORTS AND PAD E�EVATION CERIIFICATION IS REQUIRED ON ALL
BUILDING PAD WORK.
3) CONTACT PUBUC WORKS, (408) 777-3104, FOR DRAINAGE AND FINAL GRADE
INSPECTION, WHICH INCLUDES DRAIN LINES AND ROOF DRAINS/DOWN SPOUTS.
4) CONTRACTOR IS RESPONSIBLE FOR DUST CONTROI ANO INSURING THE AREA
ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION.
5) THE CONTRACTOR SHALL REVIEW STD. OETAIL 6-4 ON TREE PROTECTION PRIOR TO
ACCOMPLISHING ANY WORK OR REMOVING ANY TREES.
6) ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE SOIIS REPORT PREPARED
BY ________, DATED ________, FILE N0. ______
7) ALL STORM UNE INSTALLATION WITH SLOPE LESS THAN 2� SHALL BE CERTIFIED
BY A CIVIL ENGINEER.
8) ALL ON-SITE SF.NITARY SEWER LINES AND LATERALS SHALL BE SUBJECT TO
BUILDING DEPARTMENT APPROVAL PRIOR TO INSTA�LATION.
9) UTILIZE BEST 1AANAGEMENT PRACTICES (BMP's), AS REQUIRED BY THE STATE
WATER RESOURCES COtJTROL BOARD, FOR ANY ACTIVITY WHICH DISTURBS SOIL.
l0) NO ItiiLLSiDE GRADING SHALL BE PEhFORMED BETWEEN OCTOBER t, 2011 TO
APRII 1 S, 2012.
11) A�L ROOF DRA�^JS AND/OR DOWN SPOUTS SHALL BE DRAINED SHEET FLOW 2�
AWAY FROM THE hUiLDI�:G AND MAY BE COLLECTED BY DRAINAGE INLET CONNECTED
TO PUBUC STORM ��✓,IN FACILITY. IF AND ONLY IF THE DRAINAGE IS IN THE HILLSIDE
AREA CAN THE iti:`.�ER BE DIRECTLY CONNECTED TO THE PUBLIC STORM DRAIN.
ABBREVIATION:
(E� ExisnNc
g N NEW
yy BOTTOM OF WALL
AC ASPHALi1C CONCRETE
CONC CONCRETE
DWY DRIVEWAY
EB ELECTRIqTY BOX
EG EXISTING GRADE
FF FINISH FLOOR
FG FINISH GRADE
FL FLOWLINE
GR GRATE
GRD GROUND
INV INVERT
MAX. MAXIMUM
MIN. MINIMUM
N.T.S NOT TO SCALE
R-O-W RIGHT-OF-WAY
SDCO STORMDRAIN CLEANOUT
SOMH STORMDRAIN MANHOLE
SSCO SANITARY SEWER CLEANOUT
SSMH SANITARY SE'NER MANHOLE
gyy SIDEWALK
TB TELEPHONE BOX
TC TOP OF CURB
Tp TOP OF PAVEMENT
Typ, TYPICAI
Tyy TOP OF WALL
yyM WATER METER
WV WATER VALVE
� Fc�pFESS/p,�
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s ClV1� Q �`�'
F
LEGEND
.._.__ .._......, ,.�-�-..- ..r �
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� ^ `- - - A`- ,,. - r � - � � / r ` ��'�/ � � � � ?
� !v ��' ,Z� 1 / ,� , 1 t2
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'• . . .... . : . �..-. j
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,,.r..,.,r.,......_. _ ... _....- ..,.- ...,.�. �, ., . .
EXISTING PROPOSED DESCRIPTION
LINES SOLID LINES
❑� -- SANITARY SEWER AND FLUSHING INLET
- Ts ���- _ SANITARY SEWER AND MANHOLE
- so--{� s �-- � STORMDRAIN AND MANHOLE
� ` � STORM DROP INLET AND LATERAL
V�� ',II�' WATER AlAIN
� � FIRE HYDRANT
- -- CURB AND GUTTER
`Y �"Y
-�� � "�� - 1 �� ELECTROUER WITH CONDUIT
-----" -'- - -- - -- -- EXISTING EDGE Of PAVEMENT
'i_
- - ;- �- - F-+i TEE (wnTER)
i-
-- -- +' t-- -- -'+"±� CROSS (WATER)
-- �
� ° � � GAS IINE
-- Y s a a SEWER LAiERAL
SHEET INDEX
SHEET N0. DESCRIPTION
SHEET 1 COVER SHEET
SHEET 2 GRADING & DRAINA�E PLAN
SHEET 3 DETAILS dc CROSS SECTIONS
REVISIONS
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te: JU�Y, 2011
ole: AS SHOWN
�wn: V.T
Job: 061517
Sheet �
ot 3 Sheets
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N 8 N / PIM=100 34 � YR S / �/�!
e � �i.���.=93.34 / � � � �
o PROJECT SI7E � � � 1 �/
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SAN �U RO 2 85 � 3 �, ,��° N DI BUBBLE UP
-o � o /� ' h U� ' GR=101.69
�o y � � � �' �� j �� ' \ NV=97.94
o �� � y , / / �
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VICINITY MAP 5 �' � / �� � �
(NOT TO SCALE) � (E; o"VCP� / � �� � �
��\// / / ';� � \
�a�EK SE�^.�E4 \
I^iV.=iO3.02± / � /� % h �. � � � �� �� P ,9
•O
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/ \ / � 6"MULT! MF Nl \ \
�.._..._........>.,»...> ._.....�...� �...�.. � .• �� / � � �// / : � RUhlK 'REE 1 \
� • / � N SSCO �
CONSTRUCTION NOTES:
O CONSTRUCT GRASS SWALE PER DETAIL t ON SHEET 3. SEE GRADING PLAN ON SHEET 2
FOR FLOWLINE ELEVATIONS.
O INSTAL.L 80 LINEAR FEET 18" OIAMETER HDPE PERFORATED RETENTION PIPE PER DETAIL 2
ON SHEET 3, WITH SLOPE = 0.07
O INSTALL CHRISTY U21 DRAINAGE INLET WITH LIGHT DUTY CAST IRON GRATE. SEE GRAOING
PLAN ON SHEET 2 FOR GRATE AND INVERT ELEVATIONS.
O PROPOSE RETAINING WAIL WITH DRAIN ROCK, FlLTER FABRIC AND 4" SCHL. 40 PVC
PERfORATEO PIPE ON THE OUTER PERIMETER OF THE RETAINING WALI FOR THE BASEMENT
PER DETAIL 3 ON SHEET 3. SEE STRUCTURE DRAWINGS FOR ALL DETAILS AND
SPECIF�CAPONS OF RETAINING WALL.
O INSTALL 4" DIAMETER PVC SEWER LATER PIPE 4NT}i 2%' MINIMUM SLOPE. PROVIDE CLEANOUT
1 F00T BEHIND THE RIGHT-OF-WAY. ALSO, PROVIDE BACKFLOW PREVENTION DEVICE.
O C O N T R A C T O R S H A L L P R O T E C T T R E E D U R I N G C O N S T R U C T 1 0 N. S E E T R E E P R O T E C T I O N D E T A I L
CPJ SNEE? 1 FOR �ORE INFORMATfCN.
O REMOVE EXISTING TREE(5) AND ENTIRE ROOT SYSTEM. CONTRACTOR SHALL BACKFILL WITH
NATIVE MATERIAL AND COMPACT TO 95% RELATIVE COMPACTION.
� . � � _ �� � T��c -�ZC�// - :��o , o o � 0 20 / _, y � ;,,' � ; �.-,03.2 \ ., , �
���` �C o �' � � �? � QO PROPOSE SLAB ON GRADE MATH tY (�tiCRETE SLAB ON 12' BASED COURSE SEE
/ . � e�� '�� �� STRUCTURE DRAWlNGS FOR DETAILS.
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� / I / �/� /' � � � � ' \ �A F � (E) TOE
� � �� � � Q / �,�W 112.14 \ \ \ \ � � �../ �
=-��r .ir d ��ZA �x��f�,�OaaJY ? � . � / /' j / ��/ � BW= 9.58 ` �?
.. �..��.a��.t.� �..`d...re . / /� ^°`°� 25 AK
� ,� �' � o'�'� � \ \ FOUND
�L�?c � 1 .� � t11.64 � � � REB:.R p
� �. / 1^1M ry / ' / � 7 •6 � ERRY t � 6 N DI
I � � 4 � � � � � �� `�__'�� � GR=102.0
/ �, . l � �''� / \ '7� y' � \ INV=97.
rtit L f�+ � � ,< ��/� ^�� Q "tLDEP.B \ � O \ I
� g f' � : i%�14.e � / �1%�.• \ /
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o � q�� F � � DWY
�..'d9Ed: ��tSl1 �° � O °` 4� /yo\+ `� 112.25 F 8"ELD BER Y � 6 3 `�\ o /
/ o� /' � / 112.61 Q \ � 8"ELDERBERRY +. � �
�
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`' / I � // � � � - 25 � . i ! ��E� TOE A /
� ��' O/ � / . -- 4"PERF iED PI eP ,� / a q � s p o
�i �o �` � G .=110.5 � `�- � 103.65 O•. �
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O `/� z�� ' �� �(: � 119.60 4 `.� T >>� � 4"PERFORATED PIPE + �� �
/' � tO �' � /• t0"MULTI H RA �=) �E INV.=107.38 • 6 ' � I
/ ' � ^ `` i % � : 1 9 34 iRUNK TKE� �••ELDERB"RRY ` `�`� � (DAYLIGHT) �U� `\, 66 '�p' � /
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EARTH WORK QUATITIES
VOLUME CUT VOLUME FILL
(CUBIC YARD) (CUBIC YARD)
BASEMENT 170.22 0.0
DRIVEWAY 30.98 9.72
GARAGE 28.8 12.22
FRONT YARD 12.31 69.31
TOTAL 242.31 9 t .25
EXPORT: 151.0 CUBIC YARD
1�lPORT: 0.0 CUBIC YARD
NOTES: EARTH WORK QUANTITIES SHOWN ARE
APPROXIIAATE. IT SHALL BE CONTRACTOR'S
RESPONSIBIUTY TO INDEPENDENTLY
ESTIMATE QUANTITIES FOR HIS/HER OWN
� / t USE.
O ' � � TW=719.34 � 7 7 � �\ 7 • ` N / �
� � � / i ew=>>s.ae V c K � a � `�� � �
/ /°O ,� � �" / / � � "EIDERBERRY •�\ J' / '►� � \ ' ^ /
q' � /, ��B 119.93 FG 6 ULTI / � � W � /
� / \ / i �, 4"ELDERBERR /
� s �/ � � FL � FRONT YARD . rRU BA j 4 �� � GRa.DE EAK
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\ �0 4.. � � ' �0 � TW=122.50 120.29 � I � ' \ 1 � r � / � 6 � � h
7 BW=120.30 + 8/1SEM ( ) SDCO� � �
� 5 /�' � u / <J � � y / � � a� FFa11.2. 4"PER ATED IPE � �
\ �� / � ^ 'sy / ' Q � (E) TOE � � 8"�ER�� PAD=11Q.54 Y.=109. 4 i -(E) TOC � f` � /
� � c, � / / �'� / � `I� F� � (SEE NOTE� 10) (HI POIN __ _' y GRAO REAK � � �
V o`� 5° 4�' � 120.30 � � i � 6 �
a <'�' QQ `� i O• � FG i_ "►"'_"120 � * � `-
/ ^`�'�(/� � F '�F�y T Fl 0.67 ��124.p4 i � \ � ��Q � 114.3 9 UITI TP.U. ' AY �
i�,� . / r i2i.os '� ; L LOT AREA:22,045 SQ: (0. AC. �'
� �" / / / ��_ --_ � GRADE EAK ' 4 , / � � /
; � 8 � \., -�� � � � � 6 i
� �_ � // TW=122.50 ' -- i
� � ��, � � ' � / -O• 7 � BW=120.67 ^ �� y � i "'-- - _-_ � �E, 70E ; ,C / � �,
� \ ` ` (E) TOE '` F Fe124. '� ' t �
� � � � / � k 121. +'� i- �CONC ^ � \ � 'i_- � �,
\ v wbA \! 5 / Y � , � � � '^' TW=123.78 123.84 � FL .�.
\ `�7 \ �? / �-� CONC=123.25 �� 719.06
s / 24"BAY � � ` � N
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`� \ � � � ` �" LD _ ERRV � �� 12 .CS 123. EL E� T� 123.7 �.Y=123.7 ��� ��- / /�� "
\ � \ � ' � � � �, S"CHERRY� �W 26.00 BE RY �� � '
� �'� '� � (E; AC CURB � - - C NC 123.2 �� - � �'`�
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, .-
\ E) Su��!H ' � �� \ y � G°aDE BRtAK�� 123.50 � � - _ -W (E1 iALL� / /
\ RIM=129.7t � 13 ��BF� CONC=123.36 ��GERE_ - _ � ,�
�r�v.=i2a.ss � � f �:-
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RtM=130.?9 0 d 1 �
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� s ��' - n �_ / ``� (t) UTIUTY CLE---� 1 74. 2 , a/ 'y �__ Y
� � � ' - / SS �� � G � l � -_- � ' � �' _ \�� /.
/ �� � ° �- c �- �� FOUND 3/4"I. P1 � �'- - �
;� r ��y2 _ s `� :: � t � - (E; At, CURB ` /
---�_
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✓ j ' �_ � _ ^ � is � � / ,.�`b r
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(E) ECG� OF P.�1VEMENT � - � _ �- ::_�` � �
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w No. C60070 m
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� CIViL A ��t'
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REVISIONS
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Date: JULY, 2071
Scale: 1 �=10'
Drawn V.T
Job: 061511
Sheet �
of 3 Sheets
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tO � I- � �� � NATIVE MA7ERIAL
COMPACTEO TO 957
N •! i �_� __. �-I ! I I RELATIVE COMPAC110N
� , i�t, -���--�!�---!.�f, ;I�.
- � �-- --� � --- � '-
DETAIL 1: GRASS SWALE
(NOT TO SCALE)
NATIVE MATERIAL
COMPACTED TO 95%
RELATIVE COMPACTION
3/4" DRAIN ROCK
FORE RATOH: 0.3
18" DIA. PERFORATED
-IOPE PIPE WfTH 5=0.0% '
AIRAFY 140N fILTER BABRI,C
�--- 4.0' �
DETAIL 2: RETENTION CHAMBER
(NOT TO SCALE)
I
, os � ------ �
� _PROJECT�SITE �� I
; _. I (E �ADE
I 100 � ��GRASS ' ` l
� SWALE� � �
95 �---�- -- i ��--�
N
DATL%;f g/,��N� I RETENTON IPIPE I
- 90. OQ -- � ---- 10 20
SECTION A—A
SCA�E: HORIZONTAL: 1'=20'
VERTICAL:1 "=20"
- . _-�
I �
140� -�--�- � '
PROJECT � i i
� �� � �
t35 ,� �
i � I
DATU.wf ELEV � ��E) C�2ADE �
130. 00 p 10
SECTtON B—B
SCALE: H ORI ZON TAL:1 "= 20'
VERTICAL: 1 "=20"
�
R-O-W �N) WA�L
(TYP.)
120 �
� ( � — il
I I i �(E) GRADE N GARAGE
115 �---- --
j (E) A� ��, —�-- ---- _�__--__�
110 j �_PAVEMEN ' � _, - ^ �9.2� ---- --
r (E) AC (N)�DRIVEWAY �
D_97'G:ad ELEV !___ __ BERM PROJECT SITE �__�_
IOS.GD � 10 20 30 4G 50
SECTION E—E
SCALE: HORIZONTAL• 1 "=20'
VERTiCAL: 1"=20"
I 3/4 " DRAIN
MARAFI 140 FILTEI
PROOFING
INING WALL FOR
MENT
BARRlER PER SOILS REPORT
SEMENT FLOOR
� BREAK MATERIAL RER SOILS REPORT
12"
4" SCHEDULE 40
PVC PERFORATED PIPE ',
DETAIL 3: RETAINING WALL DRAINAGE
(NOT TO SCALE)
� NOTES:
i. PROVIDE DRAIN ROCK, FILTER FABRIC AND 4" SCHL. 40 PVC PERFORATED PIPE PER DETAII 3
ON THE OUTER PERIMETER OF THE RETAINING WALI FOR THE BASEMENT. DRAIN AT MINIMUM
SLOPE OF 17. SEE GRADlNG PLAN ON SHEET 2 FOR INVERT ELVATION AND DAYLIGHT.
2. FLOOR OF BASEMENT TO 8E PIACED ON VAPOR BARRIER ANO CAPIL�ARY BREAK MATERIAL
PER SOIL REPORT.
125
120
115
DATU,1f CLEf�
I70.00 U tU
AREA CUT = 222.89 SQ.fT
AREA FILL = 0.0 SQ.FT
�pFESS/Q
��Q`� N`�����F
� ~ 2 �
� No.C60070 m
* Exp C�io-� �
*
sT Crv�� �,s
F
STRUCTURE DRAWINGS FOR RETAINING WALL LAYOUT, FOOTINGS, AND SPECIFICATIONS
NATIVE SO�L COMPqCTED TO 90%
140 h
f
135�
730i
I
I
125 �
DATL?�I EL.EV" I
120. 00 p
(E) EDGE OF R-O-`N
PAVEMENT
�(E) GRADE - � - i - ----- _ ;
� ;
_ �, � �
(N} WALL
120 r- -- i----(�yp�- - -
� - I(N GARAGE I �
� � s � -=-=� F�=„2.04 -i—
i i�
110 � -----}-- ---- �
� � (E) GRADE'� �_I
D�17'G;if ELEV i �
-----1------ � ----._J
10�.0U 0 ' 10 20
SECTION H—H
SCALE: HORIZONT;,L: t"=20'
VERTICAL: 1 "=20"
SRF� C,�1T = 35.36 SQ.FT
�._.__ _ �..._._......�._.-�- W �..� _._..,.....�..:..:,:.,......,....��.y.�AREA FILL�= 15.83 SQ.FT
� �IJt -;2c��' DI � �-�-t%��
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125 �---- . -- r-- -----r--1
i i -- - - i�N) 'PARD i
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120 r - a - -- � � � ! _�
r(E) AC i f ��AC
j I PAVEMEN!! �BEgM __--T-
115 �-�--------e-`= �- - ---- � �
� N ----�(E) GRADE I
�
U-4TL}.1 ELEt i_ () iSWALE PRQIECT SITE � j
- --L- �
IIU.00 � ----- �� -----20 30
SECTION D—D
SCALE: HORIZONTAL:1 "=20'
VERIICA�: 1 "=20"
�
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Dcie: JULY, 2011
Scr,ie AS SHOWN
Qrown V.T
Job: 061517
5�ee� 3
o! 3 Shect<_
--- �----- --------•-- --,�
10 20 30 40
SECTION C—C
SCALE: HORI ZON TAL: t"= 20'
VERTICAL: 7
_�
� 24 � � 24 � �i
20 30 40 50 60 70 80 90
SECTION G—G
SCALF: HORIZONTAL:1`=20'
VERTICAL:1 "=20"
• •
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