2014-024 - Deny Appeal & Uphold PC Decision 16268 Los Gatos BlvdRESOLUTION 2014 -024
RESOLUTION OF THE TOWN COUNCIL
OF THE TOWN OF LOS GATOS
DENYING AN APPEAL OF A PLANNING COMMISSION DECISION AND
UPHOLDING THE DECISION APPROVING A REQUEST TO CONSTRUCT
A NEW OFFICE BUILDING ON PROPERTY ZONED C -1
APN: 532 -06 -060
CONDITIONAL USE PERMIT: U -13 -020
ARCHITECTURE AND SITE APPLICATION 5 -13 -050
PROPERTY LOCATION: 16268 LOS GATOS BOULEVARD
PROPERTY OWNER: FOX CREEK FUND, LLC
APPLICANT: GARY KOHLSAAT, ARCHITECT
APPELLANT: MARSHALL SMITH
WHEREAS, this matter came before the Town Council for public hearing on April 14,
2014, and was regularly noticed in conformance with State and Town law; and
WHEREAS, Council received testimony and documentary evidence from the appellant,
applicant, and all interested persons who wished to testify or submit documents. Council
considered all testimony and materials submitted, including the record of the Planning
Commission proceedings and the packet of material contained in the Planning Commission
Report dated February 26, 2014, along with subsequent reports and materials prepared
concerning this application; and
WHEREAS, the applicant requested approval of a Conditional Use Permit and
Architecture and Site application to construct a new office building. Surrounding properties on
Los Gatos Boulevard are developed with a commercial building and single family residence
(north), church and ancillary facilities (south and east) and single - family homes and offices
(west); and
WHEREAS, the Planning Commission considered the applications on February 26,
2014, and voted to approve the Conditional Use Permit and Architecture and Site applications,
making required findings and subject to conditions of approval (Exhibit A) and development
plans (Exhibit B); and
WHEREAS, the appellant appealed the decision of the Planning Commission based on
his belief that the Planning Commission erred in its decision because the Council should consider
applicable standards and guidelines relative to the applications and the context of the
neighborhood; and
WHEREAS, the Council has determined that the Planning Commission did not err in its
decision in that the proposed office building is appropriately located on the site with the
increased front setback, is consistent with the Commercial Design Guidelines, and will enhance
the Los Gatos Boulevard streetscape.
NOW THEREFORE, BE IT RESOLVED, that the appeal of the decision of the
Planning Commission on Conditional Use Permit application U -13 -020 and Architecture and
Site application S -13 -050 is hereby denied and the approval stands.
BE IT FURTHER RESOLVED, the decision constitutes a final administrative
decision pursuant to Code of Civil Procedure section 1094.6 as adopted by section 1.10.085 of
the Town Code of the Town of Los Gatos. Any application for judicial relief from this decision
must be sought within the time limits and pursuant to the procedures established by Code of
Civil Procedure section 1094.6, or such shorter time as required by State and Federal Law.
PASSED AND ADOPTED at a regular meeting of the Town Council of the Town of
Los Gatos, California, held on the 14th day of April 2014, by the following vote:
COUNCIL MEMBERS:
AYES: Marcia Jensen, Diane McNutt, Joe Pirzynski, Barbara Spector, Mayor Steven Leonardis
NAYS:
ABSENT:
Ike 31►I111
MAYOR OF THE TOWN O L $ GATOS
LOS GATOS, CALIFORNIA
ATTEST:
CLERK ADMINISTRATOR OF THE TOWN OF LOS GATOS
LOS GATOS, CALIFORNIA
TOWN COUNCIL —April 14, 2014
CONDITIONS OF APPROVAL
16268 Los Gatos Boulevard
Conditional Use Permit Application U -13 -020
Requesting approval of a Conditional Use Permit for construction of a new commercial building
on property zoned C -1. APN 532 -06 -060.
PROPERTY OWNER: Fox Creek Fund, LLC
APPLICANT: Gary Kohlsaat, Architect
TO THE SATISFACTION OF THE DIRECTOR OF COMMUNITY DEVELOPMENT:
Planning Division
1. APPROVAL. This application shall be completed in accordance with all of the
conditions of approval listed below and in substantial compliance with the plans
approved by the Town Council on April 14, 2014, and noted as received by the Town on
January 31, 2014. Any changes or modifications to the approved plans shall be approved
by the Community Development Director or the Planning Commission, depending on the
scope of the changes.
2. EXPIRATION. The Architecture and Site approval will expire two years from the
approval date pursuant to Section 29.20.320 of the Town Code, unless the approval is
used prior to expiration.
3. TOWN INDEMNITY. Applicants are notified that Town Code Section 1.10.115 requires
that any applicant who receives a permit or entitlement from the Town shall defend,
indemnify, and hold harmless the Town and its officials in any action brought by a third
party to overturn, set aside, or void the permit or entitlement. This requirement is a
condition of approval of all such permits and entitlements whether or not expressly set
forth in the approval, and may be secured to the satisfaction of the Town Attorney.
4. USES. Allowed uses are administrative /professional office, retail and personal service.
If medical office is proposed in the future, the CUP shall be amended.
5. WINDOWS. None of the windows visible from the street shall be blacked out.
6. DELIVERY HOURS. Deliveries shall occur between 9:00 a.m. and 7:00 p.m., Monday
through Saturday.
TO THE SATISFACTION OF THE DIRECTOR OF PARKS AND PUBLIC WORKS:
7. FUTURE STUDIES. Any post project traffic or parking counts or other studies imposed
by Planning Commission or Town Council shall be funded by the applicant.
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TOWN COUNCIL —April 14, 2014
CONDITIONS OF APPROVAL
16268 Los Gatos Boulevard
Architecture and Site Application S -13 -050
Requesting approval of an Architecture and Site application for construction of a new
commercial building on property zoned C -1. APN 532 -06 -060.
PROPERTY OWNER: Fox Creek Fund, LLC
APPLICANT: Gary Kohlsaat, Architect
TO THE SATISFACTION OF THE DIRECTOR OF COMMUNITY DEVELOPMENT:
Planning Division
1. APPROVAL. This application shall be completed in accordance with all of the
conditions of approval listed below and in substantial compliance with the plans
approved by the Town Council on April 14, 2014, and noted as received by the Town on
January 31, 2014. Any changes or modifications to the approved plans shall be approved
by the Community Development Director or the Planning Commission, depending on the
scope of the changes.
2. EXPIRATION. The Architecture and Site approval will expire two years from the
approval date pursuant to Section 29.20.320 of the Town Code, unless the approval is
used prior to expiration.
3. TOWN INDEMNITY. Applicants are notified that Town Code Section 1.10.115 requires
that any applicant who receives a permit or entitlement from the Town shall defend,
indemnify, and hold harmless the Town and its officials in any action brought by a third
party to overturn, set aside, or void the permit or entitlement. This requirement is a
condition of approval of all such permits and entitlements whether or not expressly set
forth in the approval, and may be secured to the satisfaction of the Town Attorney.
4. RECYCLING. All wood, metal, glass, and aluminum materials generated from the
demolished structure shall be deposited to a company which will recycle the materials.
Receipts from the company(s) accepting these materials, noting type and weight of
material, shall be submitted to the Town prior to the Towns demolition inspection.
5. ARCHITECTURE. The recommendations of the Consulting Architect shall be
incorporated into the construction plans, including enhancement of the exterior stairs
through addition of stone on the risers and addition of landscape elements such as potted
plants at the exterior stairs.
6. EXTERIOR COLOR. Prior to painting the building or application or integral stucco the
exterior color palette shall be reviewed and approved by staff on the project site, with
input from the Consulting Architect as needed.
7. OUTDOOR LIGHTING. Building exterior and landscape lighting shall be kept to a
minimum, and shall be down directed fixtures that will not reflect or encroach onto
adjacent properties. PROPERTY LINE WALLS. A six foot masonry wall shall be
installed on the rear property line and a solid six foot high wall with metal or wood
panels in areas with existing tree shall be installed on the south side property line as
shown on the approved plans.
Conditions of Approval
16268 Los Gatos Boulevard/S -13 -050
Page 2 of 10
8. WATER EFFECIENCY LANDSCAPE ORDINANCE. The final landscape plan shall
meet the Town of Los Gatos Water Conservation Ordinance or the State Water Efficient
Landscape Ordinance, whichever is more restrictive. A review fee based on the current
fee schedule adopted by the Town Council is required when working landscape and
irrigation plans are submitted for review.
9. LANDSCAPE PLAN. The approved landscape plan shall be fully installed prior to final
inspection.
10. TREE REMOVAL PERMIT. A Tree removal Permit shall be issued for trees to be
removed, prior to issuance of a demolition permit. Replacement trees shall be planted
based on the Canopy Replacement Table in the Tree Protection Ordinance, prior to final
inspection.
11. TREE PRESERVATION. All recommendations of the Town's Consulting Arborist shall
be followed throughout all phases of construction. Refer to the report prepared by
Deborah Ellis dated June 7, 2013, and addendum dated June 25, 2013, for details. Tree
protection specifications shall be printed on the construction plans.
12. TREE FENCING. Protective tree fencing shall be placed at the drip line of the existing
trees in the vicinity of construction prior to issuance of a demolition permit and shall
remain through all phases of construction. Fencing shall be six foot high cyclone
attached to two -inch diameter steel posts drive 18 inches into the ground and spaced no
further than 10 feet apart.
13. FINAL UTILITY LOCATIONS. The applicant shall submit a plan showing the final
locations and screening of all exterior utilities, including but not limited to, backflow
preventers, Fire Department connections, transformers, utility boxes and utility meters.
Utility devices shall be screened to the satisfaction of the Director of Community
Development. The plan shall be submitted for review and approval prior to issuance of
building permits and any required screening shall be installed prior to final inspection.
14. STORY POLES. The story poles on the project site shall be removed within 30 days of
approval of the Architecture & Site application.
Building Division
15. PERMITS REQUIRED. A building permit is required for the new single family
residence. Separate permits are required for electrical, mechanical and plumbing work as
necessary.
16. CONDITIONS OF APPROVAL. The Conditions of Approval must be blue -lined in full
on the cover sheet of the construction plans. A compliance memorandum shall be
prepared and submitted with the building permit application detailing how the Conditions
of Approval will be addressed.
17. SIZE OF PLANS. Four sets of construction plans, maximum size 24" x 36."
18. DEMOLITION REQUIREMENTS. Obtain a Building Department Demolition
Application and a Bay Area Air Quality Management District Application from the
Building Department Service Counter. Once the demolition form has been completed, all
signatures obtained, and written verification from PG &E that all utilities have been
disconnected, return the completed from to the Building Department Service Counter
with the Air District's J# Certificate, PG &E verification, and three (3) sets of site plans
that show all existing structures and all existing utility service lines such as water, sewer,
and PG &E. No demolition work shall be done without first obtaining a permit from the
Town.
Conditions of Approval
16268 Los Gatos Boulevard /S -13 -050
Page 3 of 10
19. SUITE NUMBERS. Submit requests for suite numbers to the Building Division prior to
submitting for the Building Permit applications for the Tenant Improvement projects.
20. SOILS REPORT. A soils report, prepared to the satisfaction of the Building Official,
containing foundation and retaining wall design recommendations, shall be submitted
with the building permit application. This report shall be prepared by a licensed civil
engineer specializing in soils mechanics (California Building Chapter 18).
21. FOUNDATION INSPECTIONS. A pad certificate prepared by a licensed civil engineer
or land surveyor may be required to be submitted to the project building inspector at
foundation inspection. This certificate shall certify compliance with the recommendations
as specified in the soils report; and, the building pad elevation, on -site retaining wall
locations and elevations are prepared according to approved plans. Horizontal and
vertical controls shall be set and certified by a licensed surveyor or registered civil
engineer for the following items:
a. Building pad elevation
b. Finish floor elevation
C. Foundation corner locations
d. Retaining Walls
22. TITLE 24 — COMMERCIAL. The building shall comply with the latest California Title
24 Accessibility Standards.
23. BACKWATER VALVE. The scope of this project may require the installation of a
sanitary sewer backwater valve per Town Ordinance 6.50.025. Please provide
information on the plans if a backwater valve is required and the location of the
installation. The Town of Los Gatos Ordinance and West Valley Sanitation District
(WVSD) requires backwater valves on drainage piping serving fixtures that have flood
level rims less than 12- inches above the elevation of the next upstream manhole.
24. SPECIAL INSPECTIONS. When a special inspection is required by CBC Section 1701,
the architect or engineer of record shall prepare an inspection program that shall be
submitted to the Building Official for approval prior to issuance of the building permit.
The Town Special Inspection form must be completely filled -out, signed by all requested
parties, and be blue -lined on the construction plans. Special Inspection forms are
available from the Building Division Service Counter or at wwwdosgatosca.gov /building.
25. NONPOINT SOURCE POLLUTION STANDARDS. The Town standard Santa Clara
Valley Nonpoint Source Pollution Control Program sheet (or 24x36 Clean Bay sheet)
shall be part of the plan submittal as the second page. The specification sheet is available
at the Building Division Counter for a fee of $2 or at San Jose Blue Print for a fee.
26. PLANS. The construction plans shall be prepared under the direct supervision of a
licensed architect or engineer (Business and Professionals Code Section 5538).
27. APPROVALS REQUIRED. The project requires the following departments and
agencies approval before issuing a building permit:
a. Community Development - Planning Division: Suzanne Avila (408) 354 -6875
b. Engineering/Parks & Public Works Department: Trang Tu- Nguyen (408) 354 -5236
C. Santa Clara County Fire Department: (408) 378 -4010
d. West Valley Sanitation District: (408) 378 -2407
e. Local School District: The Town will forward the paperwork to the appropriate
school district(s) for processing. A copy of the paid receipt is required prior to
permit issuance.
Conditions of Approval
16268 Los Gatos Boulevard/5 -13 -050
Page 4 of 10
28. ADVISORY COMMENTS.
a. The minimum number of required plumbing fixtures shall be calculated using
California Plumbing Code Table 4 -1, Office Buildings — for Employee use.
b. The sidewalk to the main entrance must connect to the public sidewalk, not the
driveway, have a slope of less than 5% (otherwise it is considered a ramp), and a
cross slope that does not exceed 2 %.
TO THE SATISFACTION OF THE DIRECTOR OF PARKS & PUBLIC WORKS:
Engineering Division
29. GENERAL. All public improvements shall be made according to the latest adopted
Town Standard Drawings and the Town Standard Specifications. All work shall conform
to the applicable Town ordinances. The adjacent public right -of -way shall be kept clear
of all job related dirt and debris at the end of the day. Dirt and debris shall not be washed
into storm drainage facilities. The storing of goods and materials on the sidewalk and/or
the street will not be allowed unless a special permit is issued. The developer's
representative in charge shall be at the job site during all working hours. Failure to
maintain the public right -of -way according to this condition may result in the Town
performing the required maintenance at the developer's expense.
30. APPROVAL. This application shall be completed in accordance with all the conditions
of approvals listed below and in substantial compliance with the latest reviewed and
approved development plans. Any changes or modifications to the approved plans or
conditions of approvals shall be approved by the Town Engineer.
31. ENCROACHMENT PERMIT. All work in the public right -of -way will require a
Construction Encroachment Permit. All work over $5,000 will require construction
security. It is the responsibility of the applicant/developer to obtain any necessary
encroachment permits from affected agencies and private parties, including but not
limited to, Pacific Gas and Electric (PG &E), SBC, Comcast, Santa Clara Valley Water
District, California Department of Transportation. Copies of any approvals or permits
must be submitted to the Town Engineering Department prior to releasing of any permit.
32. PUBLIC WORKS INSPECTIONS. The developer or representative shall notify the
Engineering Inspector at least 24 -hours before starting any work pertaining to on -site
drainage facilities. Grading or paving, and all work in the public right -of -way. Failure to
do so will result in rejection of work that went on without an inspection.
33. RESTORATION OF PUBLIC IMPROVEMENTS. The developer shall repair or replace
all existing improvements not designated for removal that are damaged or removed
because of developer's operations. Improvements such as, but not limited to: curbs,
gutters, sidewalks, driveways, signs, pavements, raised pavement markers, thermoplastic
pavement markings, etc. shall be repaired and replaced to a condition equal to or better
than the original condition. Existing improvement to be repaired or replaced shall be at
the direction of the Engineering Construction Inspector, and shall comply with all Title
24 Disabled Access provisions. Developer shall request a walk - through with the
Engineering Construction Inspector before the start of construction to verify existing
conditions.
34. SITE SUPERVISION. The general contractor shall provide qualified supervision on the
job site at all times during construction.
Conditions of Approval
16268 Los Gatos Boulevard /5 -13 -050
Page 5 of 10
35. PLAN CHECK FEES. Plan check fees shall be deposited with the Town prior to plan
review at the Engineering Division of the Parks and Public Works Department.
36. INSPECTION FEES. Inspection fees shall be deposited with the Town prior to issuance
of any Permit or recordation of the Final Map.
37. DESIGN CHANGES. Any proposed changes to the approved plans shall be subject to
the approval of the Town prior to start of altered work. The applicant or project engineer
shall notify the Town Engineer in writing at least 72 hours in advance of all the proposed
changes. Any approved changes shall be incorporated into the final "as- built' plans.
38. PARKING. Any proposed parking restriction must be approved by The Town of Los
Gatos Community Development Department.
39. PLANS AND STUDIES. All required plans and studies shall be prepared by a
Registered Professional Engineer in the State of California, and submitted to the Town
Engineer for review and approval.
40. GRADING PERMIT. Grading permit is required for all site grading and drainage work
except for exemptions listed in Section 12.20.015 of the Town Grading Ordinance. The
grading permit application (with grading plans) shall be made to the Engineering
Division of the Parks & Public Works Department located at 41 Miles Avenue. The
grading plans shall include final grading, drainage, retaining wall location, driveway,
utilities and interim erosion control. Grading plans shall list earthwork quantities and a
table of existing and proposed impervious areas. Unless specifically allowed by the
Director of Parks and Public Works, the grading permit will be issued concurrently with
the building permit. The grading permit is for work outside the building footprint(s). A
separate building permit, issued by the Building Department on E. Main Street is needed
for grading within the building footprint.
41. CONSTRUCTION EASEMENT. Prior to the issuance of any permit, it shall be the sole
responsibility of the owner /applicant to obtain any and all proposed or required
easements and/or permissions necessary to perform the improvements herein proposed.
Proof of agreement/approval is required prior to issuance of any Permit.
42. DRAINAGE STUDY. Prior to the issuance of any grading permits, the following
drainage studies shall be submitted to and approved by the Town Engineer:
a. A drainage study of the project including diversions, off -site areas that drain onto
and/or through the project, and justification of any diversions.
b. A drainage study evidencing that proposed drainage patterns will not overload
existing storm drains.
C. Detailed drainage studies indicating how the project grading, in conjunction with
the drainage conveyance systems including applicable swales, channels, street
flows, catch basins, storm drains, and flood water retarding, will allow building
pads to be safe from inundation from rainfall runoff which may be expected from
all storms up to and including the theoretical 100 -year flood.
43. TREE REMOVAL. Copies of all necessary tree removal permits shall be provided prior
to issuance of a grading permit.
44. SURVEYING CONTROLS. Horizontal and vertical controls shall be set and certified by
a licensed surveyor or registered civil engineer qualified to practice land surveying, for
the following items:
a. Retaining wall - -top of wall elevations and locations
b. Toe and top of cut and fill slopes
Conditions of Approval
16268 Los Gatos Boulevard/S -13 -050
Page 6 of 10
45. PAD CERTIFICATION. A letter from a licensed land surveyor shall be provided stating
that the building foundation was constructed in accordance with the approved plans shall
be provided subsequent to foundation construction and prior to construction on the
structure. The pad certification shall address both vertical and horizontal foundation
placement.
46. PRECONSTRUCTION MEETING. Prior to issuance of any permit or the
commencement of any site work, the general contractor shall:
a. Along with the project applicant, attend a pre - construction meeting with the Town
Engineer to discuss the project conditions of approval, working hours and days,
coordination with local schools and neighboring property owners, site
maintenance and other construction matters.
b. Acknowledge in writing that they have read and understand the project conditions
of approval, and will make certain that all project sub - contractors have read and
understand them prior to commencing work and that a copy of the project
conditions of approval will be posted on site at all times during construction.
47. RETAINING WALLS. A building permit, issued by the Building Department at 110 E.
Main Street, may be required for site retaining walls. Walls are not reviewed or approved
by the Engineering Division of Parks and Public Works during the grading permit plan
review process.
48. DEDICATIONS. The following shall be dedicated by separate instrument. The
dedication shall be recorded before any permits are issues:
a. Sidewalk Easement. Approximately seven (7) feet wide, as shown on the plans.
49. SOILS REPORT. One copy of the soils and geologic report shall be submitted with the
application. The soils report shall include specific criteria and standards governing site
grading, drainage, pavement design, retaining wall design, and erosion control. The
reports shall be signed and "wet stamped" by the engineer or geologist, in conformance
with Section 6735 of the California Business and Professions Code.
50. SOILS ENGINEER CONSTRUCTION OBSERVATION. During construction, all
excavations and grading shall be inspected by the applicant's soils engineer prior to
placement of concrete and /or backfill so they can verify that the actual conditions are as
anticipated in the design -level geotechnical report, and recommend appropriate changes
in the recommendations contained in the report, if necessary. The results of the
construction observation and testing should be documented in an "as- built" letter /report
prepared by the applicants' soils engineer and submitted to the Town before final release
of any occupancy permit is granted.
51. SOIL RECOMMENDATIONS. The project shall incorporate the geotechnical /geological
recommendations contained in the project specific soils report and any subsequently
required report or addendum. Subsequent reports or addendum are subject to peer review
by the Town's consultant and costs shall be borne by the applicant.
52. WATER DESIGN. Water plans prepared by SJWC must be reviewed and approved prior
to issuance of any permit.
53. FRONTAGE IMPROVEMENTS. Applicant shall be required to improve the project's
public frontage to current Town Standards. These improvements include but not limited
to curb, gutter, sidewalk, driveway approaches, curb ramps, traffic signal, street lighting
(upgrade and /or repaint) etc.
Conditions of Approval
16268 Los Gatos Boulevard/S -13 -050
Page 7 of 10
54. SIDEWALK REPAIR. The developer shall repair and replace to existing Town
standards any sidewalk damaged now or during construction of this project. Sidewalk
repair shall match existing color, texture and design, and shall be constructed per Town
Standard Details. The limits of sidewalk repair will be determined by the Engineering
Construction Inspector during the construction phase of the project.
55. CURB AND GUTTER. The developer shall repair and replace to existing Town
standards any curb and gutter damaged now or during construction of this project. New
curb and gutter shall be constructed per Town Standard Details. The limits of curb and
gutter repair will be determined by the Engineering Construction Inspector during the
construction phase of the project.
56. DRIVEWAY APPROACH. The developer shall install one (1) Town standard
commercial driveway approach. The new driveway approach shall be constructed per
Town Standard Details.
57. AS -BUILT PLANS. An AutoCAD disk of the approved "as- built" plans shall be
provided to the Town prior to issuance of a Certificate of Occupancy. The AutoCAD file
shall include only the following information and shall conform to the layer naming
convention: (a) Building Outline, Layer: BLDG - OUTLINE; (b) Driveway, Layer:
DRIVEWAY; (c) Retaining Wall, Layer: RETAINING WALL; (d) Swimming Pool,
Layer: SWIMMING -POOL; (e) Tennis Court, Layer: TENNIS- COURT; (f) Property
Line, Layer: PROPERTY -LINE; (g) Contours, Layer: NEWCONTOUR. All as -built
digital files must be on the same coordinate basis as the Town's survey control network
and shall be submitted in AutoCAD version 2000 or higher.
58. CONSTRUCTION TRAFFIC. All construction traffic and related vehicular routes shall
be submitted for review and approval by the Town Engineer prior to issuance of permit.
59. TRAFFIC IMPACT MITIGATION FEE. The developer shall pay a fee proportional to
the project's share of transportation improvement needed to serve cumulative
development within the Town of Los Gatos. The fee amount will be based upon the
Town Council resolution in effect at the time the building permit application is made.
The fee shall be paid before the building permit is issued. The traffic impact mitigation
fee for this project, using the current fee schedule and the preliminary plans is $9,060.
The final fee shall be calculated from the final plans using the rate schedule in effect at
the time of the building permit application, using a trip generation rate based on office
use.
60. CONSTRUCTION STREET PARKING. No vehicle having a manufacture's rated gross
vehicle weight exceeding ten thousand (10,000) pounds shall be allowed to park on the
portion of a street which abuts property in a residential zone without prior to approval
from the Town Engineer.
61. HAULING OF SOIL. Hauling of soil on or off -site shall not occur during the morning or
evening peak periods (between 7:00 a.m. and 9:00 a.m., and between 4:00 p.m. and 6:00
p.m.). Prior to the issuance of a building permit, the developer shall work with the Town
Building and Engineering Inspectors to devise a traffic control plan to ensure safe and
efficient traffic flow under periods when soil is hauled on or off the project site. This
may include, but is not limited to provisions for the developer /owner to place
construction notification signs noting the dates and time of construction and hauling
activities, or providing additional traffic control. Coordination with other significant
projects in the area may also be required. Cover all trucks hauling soil, sand, and other
loose debris or require all trucks to maintain at least two feet of freeboard.
Conditions of Approval
16268 Los Gatos Boulevard/5 -13 -050
Page 8 of 10
62. TRAFFIC CONTROL PLAN. The project sponsor will be required to work with the
Engineering Division of the Parks and Public Works Department to develop a traffic
control plan for incorporation into the construction bid documents (specifications), and
this plan will include, but not be limited to, the following measures:
a. Construction activities shall be strategically timed and coordinated to minimize
traffic disruption for schools, residents, businesses, special events, and other
projects in the area. The schools located on the haul route shall be contacted to
help with the coordination of the trucking operation to minimize traffic disruption.
b. Flag persons shall be placed at locations necessary to control one -way traffic
flow. All flag persons shall have the capability of communicating with each other
to coordinate the operation.
C. Prior to construction, advance notification of all affected residents and emergency
services shall be made regarding one -way operation, specifying dates and hours of
operation.
63. CONSTRUCTION NOISE. Between the hours of 8:00 a.m. to 8:00 p.m., weekdays; and
9:00 a.m. to 7:00 p.m., weekeads Saturdays and holidays, construction, alteration or
repair activities shall be allowed. No individual piece of equipment shall produce a noise
level exceeding eighty -five (85) dBA at twenty -five (25) feet. If the device is located
within a structure on the property, the measurement shall be made at distances as close to
twenty -five (25) feet from the device as possible. The noise level at any point outside of
the property plane shall not exceed eighty -five (85) dBA.
64. CONSTRUCTION MANAGEMENT PLAN.. The Applicant shall submit a construction
management plan that shall incorporate at a minimum the Earth Movement Plan, Traffic
Control Plan, Project Schedule, site security fencing, employee parking, construction
staging area, construction trailer, and proposed outhouse locations. Advance notice shall
be provided to neighboring property owners and schools of heavy construction
activities and heavy construction shall not start before 8:30 am on days when
schools are in session. No construction is allowed on Sundays.
65. SHARED PRIVATE ACCESS. The private access easement shall be kept open and in a
safe, drive -able condition throughout construction. If temporary closure is needed, then
formal written notice shall be provided at least one week in advance of closure.
66. SANITARY SEWER LATERAL. Sanitary sewer laterals shall be televised by West
Valley Sanitation District and approved by the Town of Los Gatos before they are used
or reused. A sanitary sewer clean-out shall be installed at the property line.
67. SANITARY SEWER BACKWATER VALVE. Drainage piping serving fixtures which
have flood level rims less than twelve (12) inches (304.8 mm) above the elevation of the
next upstream manhole and /or flushing inlet cover at the public or private sewer system
serving such drainage piping shall be protected from backflow of sewage by installing an
approved type backwater valve. Fixtures above such elevation shall not discharge
through the backwater valve, unless first approved by the Administrative (Sec. 6.50.025).
The Town shall not incur any liability or responsibility for damage resulting from a sewer
overflow where the property owner or other person has failed to install a backwater
valve, as defined section 103(e) of the Uniform Plumbing Code adopted by section
6.50.010 of the Town Code and maintain such device in a functional operating condition.
Evidence of West Valley Sanitation District's decision on whether a backwater device is
needed shall be provided prior to issuance of a building permit.
Conditions of Approval
16268 Los Gatos Boulevard /S -13 -050
Page 9 of 10
68. BEST MANAGEMENT PRACTICES (BMP's). The applicant is responsible for
ensuring that all contractors are aware of storm water quality measures and that such
measures are implemented. Best Management Practices (BMPs) shall be placed and
maintained for all areas that have been graded or disturbed and for all material,
equipment and/or operations that need protection. Temporary removal of BMPs during
construction activities shall be placed at the end of each working day. Failure to comply
with the construction BMP's will result in the issuance of correction notices, citations, or
stop work orders.
69. SITE DESIGN MEASURES. All projects must incorporate the following measures to
the maximum extent practicable:
a. Protect sensitive areas and minimize changes to the natural topography.
b. Minimize impervious surface areas.
C. Direct roof downspouts to vegetated areas where feasible.
d. Use permeable pavement surfaces where feasible.
e. Use landscaping to treat stormwater.
70. SOURCE CONTROL MEASURES. The project must incorporate the following
measures:
a. Beneficial landscaping (drought tolerant and /or native plants) in order to
minimize over - irrigation and the use of pesticides on the landscaping.
b. Stone drain inlet labeling.
71. DUST CONTROL. Blowing dust shall be reduced by riming construction activities so
that paving and building construction begin as soon as possible after completion of
grading, and by landscaping disturbed soils as soon as possible. Further, water trucks
shall be present and in use at the construction site. All portions of the site subject to
blowing dust shall be watered as often as deemed necessary by the Town, or a minimum
of three times daily, or apply (non- toxic) soil stabilizers on all unpaved access roads,
parking areas, and staging areas at construction sites in order to insure proper control of
blowing dust for the duration of the project. Watering on public streets shall not occur.
Streets will be cleaned by street sweepers or by hand as often as deemed necessary by the
Town Engineer, or at least once a day. Watering associated with on -site construction
activity shall take place between the hours of 8 a.m. and 5 p.m. and shall include at least
one late- aftemoon watering to minimize the effects of blowing dust. All public streets
soiled or littered due to this construction activity shall be cleaned and swept on a daily
basis during the workweek to the satisfaction of the Town. Demolition or earthwork
activities shall be halted when wind speeds (instantaneous gusts) exceed 25 MPH. All
trucks hauling soil, sand, or other loose debris shall be covered.
72. CONSTRUCTION ACTIVITIES. All construction shall conform to the latest
requirements of the CASQA Stormwater Best Management Practices Handbooks for
Construction Activities and New Development and Redevelopment, the ABAG Manual
of Standards for Erosion & Sediment Control Measures, the Town's grading and erosion
control ordinance and other generally accepted engineering practices for erosion control
as required by the Town Engineer when undertaking construction activities.
73. SILT AND MUD IN PUBLIC RIGHT -OF -WAY. It is the responsibility of contractor
and home owner to make sure that all dirt tracked into the public right -of -way is cleaned
up on a daily basis. Mud, silt, concrete and other construction debris SHALL NOT be
washed into the Town's storm drains.
Conditions of Approval
16268 Los Gatos Boulevard/S -13 -050
Page 10 of 10
74. GOOD HOUSEKEEPING. Good housekeeping practices shall be observed at all times
during the course of construction. Superintendence of construction shall be diligently
performed by a person or persons authorized to do so at all times during working hours.
The storing of goods and/or materials on the sidewalk and /or the street will not be
allowed unless a special permit is issued by the Engineering Division. The adjacent
public right -of -way shall be kept clear of all job related dirt and debris at the end of the
day. Dirt and debris shall not be washed into storm drainage facilities. The storing of
goods and materials on the sidewalk and /or the street will not be allowed unless a special
permit is issued. The developer's representative in charge shall be at the job site during
all working hours. Failure to maintain the public right -of -way according to this condition
may result in the Town performing the required maintenance at the developer's expense.
75. SITE DRAINAGE. Rainwater leaders shall be discharged to splash blocks. No through
curb drains will be allowed. Any storm drain inlets (public or private) directly connected
to public storm system shall be stenciled/signed with appropriate "NO DUMPING -
Flows to Bay" NPDES required language. On -site drainage systems for all projects shall
include one of the alternatives included in section C.3.i of the Municipal Regional
NPDES Permit. These include storm water reuse via cisterns or rain barrels, directing
runoff from impervious surfaces to vegetated areas and use of permeable surfaces. If dry
wells are to be used they shall be placed 10' minimum from adjacent property line and/or
right of way.
76. PERMIT ISSUANCE. Permits for each phase; reclamation, landscape, and grading, shall
be issued simultaneously.
77. COVERED TRUCKS. All trucks transporting materials to and from the site shall be
covered.
TO THE SATISFACTION OF THE SANTA CLARA COUNTY FIRE DEPARTMENT:
78. AUTOMATIC FIRE SPRINKLER SYSTEM REQUIRED. An approved automatic fire
sprinkler system is required for the building, hydraulically designed per National Fire
Protection Association (NFPA) Standard #13D. A State of California (C -16) Fire
Protection contractor shall submit plans, calculations, a completed permit application and
appropriate fees to the Fire Department for approval, prior to beginning their work.
79. POTABLE WATER SUPPLIES. Potable water supplies shall be protected from
contamination caused by fire protection water supplies. The applicant shall contact the
providing water purveyor and shall comply with all requirements of that purveyor. The
fire sprinkler system shall be designed in compliance with water purveyor requirements;
final approval of the system will not be granted by the Fire Department until written
confirmation is received from the water purveyor.
80. CONSTRUCTION FIRE SAFETY. The construction site shall comply with applicable
provisions of the California Fire Code, Chapter 14 and Fire Department Standard Detail
and Specification SI -7.
81. PREMISE IDENTIFICATION. Approved addresses shall be placed on the new building
that is clearly visible and legible from Los Gatos Blvd. Numbers shall be a minimum of
four inches high and shall contrast with their background.
N: \DEV\CON DITNS\2014 \LGB 16268- A &S.doc
VICMTY MAP
CAL
PROJECT DATA
16365 LOS 6AT06 BLVD
LOS 6ATCS CA 96093
Fox CREEK "P. LLC
13666 LL9 &ATCS BLVD
WMIM 104-183
&ATM, CA
511500C
A"-: 533460W
ZONN, 6-1
cccwmoY 5
.5TRICT. TYPE M) ( N): I-A
6RCARMA: 1.'699 SP
TOTAL SPACES
...........................R..Z..A. : . ...............................F.A..C..I...................C..E A� � A �� 5M X 39B 5P�A...
sp
IMSTN6
F`CG4 I'M sp 1,396 w
SE C FLCG2 6F
TC,"�AM4A t= (�.— 5P1 1.499 (10.6% 5F)
.... �L ............ &AFA sr SP) 1'� sr (515. 5F)
............ . . .....
IMP_J[VIOUS AREAS: PROPOSED Eg5TM6
p,mw FLOORA,mA 1.91391 Ij sp
PARKING A NNDER PODIUM) 4.963 'F 0 m
DRfJBNAY ANO FATES
TtT, AFaA 0-4. 9F SF w.
PROJECT DIRECTORY
ARCMIT!CT �&N� ��Cw
�L&k4T . �'A% HANNA 15=, CIVIL ZNOFE
51 NiN TY AVS. Wn L im, MIL PEESMY STREET
LOS &AT03 CA, 9 w llLROY CA 95030 TS-: (40B) 3953366 TEL: (405) 6424113
FAX (40a)
LANOSGAPE ARCHITECT WILB ENGINEER:
DAVID FOX REI^UOD 6EOTILH1NCAL
W W�l� AVENUE EN6NEERM6, INC.
WIT! 8142 1430 IkAILROAp STREET
IAA Mrr
CA ll�. CA
TEL:
TEL: (40W 5456009
SCOPE OF WORK
A NEW 6.945 SF OFFICE BUILDING AND GROUND FLOCK.
OPEN PARKING GARAGE.
SHEETINDEX
A-1 COVER, SHEET
A-2 SITE PLAN RECEIVED
Cl CIVIL COYER SHEET
C2 BLUEPRINT FOR A ClrAN BAY
C5 STANDARD SPv-DNa NOM 1
C.4 DEMOLITION PLAN JAN 3 1 2014
C! 5 PRELIMINARY &KAOINC. I DRAINAGE PLAN
ab STORM IFIATEF��M AL
=
Cl EROSION ,,N )RbMS GATOS
LIO PeRimeTeR FENCE LPtQWNING DIVISION
L1.1 FENCE DETAILS 4 ELEVAI�7
L2.0 IRRIGATION PLAN
L5.0 PLANTINC, PLAN -oeo
-5.1 FIRST 4 SECOND 4 BCONM F IRKIaAT[C'N OOR P 0 =A
A-S 020
L
A-4 ELEVATIONS
A-S ROOF PLAN 4 CROSS 5ECTIONS
A-& STREETSCAFES
A-1 SHADOW STUDIES
EXHIBIT B
REVISIONS
E E/06/15
06/'5
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11121/15
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ABBREVIATIONS
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Preliminary
Grading &Drainage Plans
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CONTRACTOR ACKES MAT HE SHALL AMORE SCE AND CNPIEIE PESDCN90ILU1Y PW JOB SITE
CON.VTNS CURING ME COURSE O CONSTRUCTION OR MIS PROEa. INCLUDING SAFETY OF ILL
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Preliminary
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for
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Santa Clara County, California
, I- apn 532 -fl &0
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OVERALL SITE PLAN
NOTE
MILK THE M W HANNA k CORNETT! PES NOT PRANCE CONSTRUCTION STAR, SAID FIRM ML
A591HE NO .GESPN9EIIIY MIATBEYFR FW IMPROV➢FIIS CONSTRUCTED TEIERMM.
NOTE TO CONTRACTOR
CONTRACTOR ACKES MAT HE SHALL AMORE SCE AND CNPIEIE PESDCN90ILU1Y PW JOB SITE
CON.VTNS CURING ME COURSE O CONSTRUCTION OR MIS PROEa. INCLUDING SAFETY OF ILL
PERSONS AND PRWERIY: MAT THIS REWIISNENT SHALL APPLY CNTNUCUaY .0 NOT K UWTED
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OWNER
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2 BLUEPRINT OF A CLEAN BAY
3 STANDARD GRADING NOTES
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5 GRADING AND DRAINAGE PLAN
6 STORM WATER MANAGEMENT PLAN
T EROSION CONTROL PLAN
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storm Manna flow dra W y to
local creeks and San
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treatment. Urban rurroN
poAWign to a "ague Drodmi
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wwWweys ant far the people
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scarce, of udaan rurwR
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ld m togwia wry Same
Clara County am S.M. Coon
valley WaW ❑ariant,
educate ant savage Iowt
residerda and buslnes%s In
pavanby urban raaMN
palubon. We hope you rill
pin us by Day, gm practices
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Construction
and
Site Supervision
o
Fresh Concrete
and Mortar
Application
Painting and
Application of
Solvents and
Adhesives
Ad as ced planing
❑ edwdNW Nvawlioll and
f,mM apa.utls rotary
weabra hisw.
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movem.m a sal, mpwNlN
• onmana t.rme.ft
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aolmwNr naimman,
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manta ana loam hu iaeb
-ado Palely. na
ven
nalussfir, somoMe ant mean.
alga eem One en..6
❑ hip* , mageko eci
knpbn.Eaage apecgt
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eeQ tCOntrd plan.
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lifeemki
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Nan 5 e«n d land is
aifW29a (bNl, all aNaea
AdvaxM Is a wlye
Hdnakmping
Trot .nal baonnemaoyma
on sow it wbr regnnmenu.
❑ Dmignrb an areas ".y f:wn
creaks sm! Meld Man ietN9
for"uipmentnMing.
❑ Dispose wmMwWn Into .
aid area or rapWrefor
recydry or olfsee disposal.
❑ Designate an area avoV hem
,eeke and stem griminess
for RAWWl ant wmW
efwme
❑ Pmhctwkn bzein Iaets and
week from dwsnel one
cmaete residue tire fine
sediment Consider of a
..,anw bC " *M, s.
at b
oft-ene
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p mks ant Man Main rWu
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slonal
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for paiMSant dmang
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from Ne simN; gaoler, storm
Mon ana nook
❑
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gotta, loam loam afro seek.
❑
PrevW.
tlplaar Yee anti
aewndery aonNbmenl rot
con
edNer- Nwyn,
glues, tie
Special Note- As a contractor, site supervisor, owner or operator of a site, you may be
responsible for any environmental damage caused by your subcontractors a employees..
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ex maarA.nd gate ieab
Wmr asessadpQa .",
❑ poll alecaedla. ro,t
a dmrngn nNlerl.ls tiler :i
m during ran
gv
Da am maln:ain
knma hear
..no sits
U Prom ..ewn
Dart. Wukas ,
p., rpor Holm.aro
O pae,ft auWaldMk tint
c elm apVenlly Ip leaks
am
• Nsw puipm.mdl am
• n..M1arkea- no -o'ka
Mitsui I —no -o'
eopae
❑ Dspwad aawastesproperry
garbagade. hazardous.
garbage
• N., rose Down
tine ro Clean
pew Wry or surfaces h,
• mini in IXWaw vmss
maenad in SbmN. gW(a5, Or
near creeks.
owing Con.rrueeon
❑ MU sty alloure Of base
wnaate or Maur mat an oe
used W e day
❑ Use tarps or heavy Mastic drop
Cloys under small Mmes ate
Me, equlpmea
❑ calest am dialog% of as
wastes am as Mahn -as
aoloedy - retyaatai
haardous, Barrage
❑ Pmbcf materials M1Om wiM
and rem
❑ Cofer and MambM
dmnmWn. fAmmbe litter
awns site.
❑ Clean -u, sins ant Wake
lmmeOaWly using -dry
mediae'
wNe.law aWrry of runoff
Mom %w cutting ro fawn or
moo Moore drain
❑ Haver ps, or It waste
MaWian y weep, Sunni, a
w ir,eeks.
cattle Up
❑ COVb as mamma or., b antl
ash' Min
❑ Cleanyp *W and leaks
'mmedietely us» 'an
marwas •
❑ olepwa a log wastes propmy
- ngaable. has moos,
garbage.
❑ Nawr nom down to dean
w emeat aChair surfaces
❑ Heser amn brushes or
eau proem in Ine West Waer,
per. awn «creek.
• wwr pour sdvenoa, wish
to or Wher Irgim, in Ne
street glmsr Man(min or
greet
• Neva Wry or save waste
manners m onsaus'Wa s. a
ratite
Road Work
and Paving
Operations
Earth - Moving
Activities
Heavy
Equipment
Operation
OD
A
Aan ... d pbshg
U ecMdals skaemaph and
grading actiAkm W dry
wmma
aninanonn«ra,uIr yees
m aarmwasor reeivawrm
❑ mrare wbonbaaaa wool
Nair r.w newerwappi
ammVAW nguinTeaf
U Oleasama Con gasayake
W lout am AN. d21n In1918
W ado parting. doe
rerudapana nnins
a00igMM maimen and
❑ Tnp.b.liMaintain se
low. an.a. and
s.dmem tonne Pun W
embankmmN.
U
Proms .t ft".ry
Wn s,wbi efadwnH.
gag.,, venue Hares. ew
U adapsy wiwkhbaPm
and manlg m WHIR 1 too s g
eeA1 wet, aYmJ 9m1, fag Seal,
star
U R.Whequrpmem off tine
Adwncad Planning
❑ Shoe"uh, ezw4woo and
grapy Chim, for dry
washer paid.
• Train and lnsrtn employees
on sto t,s.ter requlremems.
• Dsagnate an ana awry from
creeks aW sromr drain Islas
for gum pedure , m,mle
refueling and munw
equipment maimena ce
U Rapalregapmentoedte
at Prepare, mammm and
;mpkmmta9.n.. Ac
Sedwe Conooant
Segment Comrd Man
❑ RINCIC aodd Not des (ro
IxwOCe), wnpn;maudm a
udr>oons
Advanwd P.,nnln0
U Thin ant lWbim enDeames
t StoWmwb ision. cam.
❑ Irdwm w ount,ka. about
deir reaparalMilY to fallow
srormdamrM Linpraa
❑ Dni It., ni a ,way ham
Ceti inen, «ski ana star
gran fists W a
m «nene parking n9 eat ril
drNi rig
❑ Prondae o'fsnelowlpo
Re male egCp r.nt raper
M w ., n Woe
U Preside regular maslenaw
an al agmaMW( Cram
freaueney far leaks
U P ry
rows, mooma
F
a nment for sikeros,
Dakota whdw beft a, .
u dams. of ally il.
papeM - n9Lyciablo.
hostWoi.,Babiti
❑ Do as line aped al war
WOwank
Hom.kwarre
D A=aa dust awn
Mmking.amyl or Us
U Avid oven -war: Mdurig
Mae Corona odaratanf
❑ Lev« rla:kpaesprorroand i
during Halo
❑ 9hoyNOrvwwmsawfo r
aunt. ,eating resH u Iron t
aMenrg ndl cruse, wren
Msin9 antl tree. I
❑ Okanapapu9ng'dr,
m t.s.. Uernp'dry
marrow
❑ Narrow AM -iM nail _
waab9 us. Wi recyaanm.
n sot Wadame.
❑ oorgta%diesel wlma
wawa.
from WawexCexposed
Iron equipment, exposed
m
aggregate roncreW «awwr
sawnenu tiro is sheet, Surer.
sawn Onia mCMk.
ofirt" p%NCkan up moan
din name.
During comMVaan
❑ Probst aria;, ham and
w,stalan. Ranwe wlr she,
la par iary
;i Prdea polo, Man, eats am
,wake him resell Coonder
use of nano mesh to patch
fine saw
❑ Divert wan now and .,.F.
awss sr., w a3 b reduce
plead taspar,
nmP,ary A oposen ps ems, notsched rn ekpoaed
areas ylSMedulw W
immeaiaewraa
J tmbll a d wad ni
poodil below It Hine,
D Cowrpapr daa!adOther
ama ring mamiVlw Pimlti .
ar4 tlurry rest '
Lack Hsi
0."
Houmkeeping
Use dy parrs angor stop
Coll vt,ss 4'dn WAq;
manlmaiper X4Vides, .
J C. weurweM ant
Materials prof b and during
• Coon and merman
Uampaers knnimrza M r
around ate
• Collect and cmdain all sp+r.
Hunt in separate C.Mghsrepf .
Non tight mti glad.
• Cleneup spits am leaks
rwhassIV usmg'dry
offends'
• Newsmen aspe99 maerNl
M1«n eau pnlMt nN a an.( Or
Mars anm caw
J NeVNClea.,i ipmetoffee
pallor wsan IoW
J INwrMa alaaw wa.N :r
maunaa at streeu, garters, «
ra .arcm ' ekf 'I
Berl
Thiamaeretao,04nom' fmypn.�
ue.. e..v
k wj REVISIONS: pa.).C. .YiaYRY 9q 14 REFERENCES
° °A� °�DN NOPl2 SLNE E Blueprint of a Clean Bay L"No
€=
Hanna -Brunetti y� SCALR:
•cow Ips.. •Lane wrvesam.
�O •CCnf —ii, n umogerp DMIGNSD BY:
curer touramm (.oe) mz -nn
C08ct® BY. 16268 Los Gatos Blvd -ape 532 -06 -060
_� TOWN eF Lo5 GATOS SANTA LLAFA LD UNTY
rr DRk"If W. TM JgNUAftY 2014 CALIFORNIA 13013
6
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f]. •L
1. Ad soak due antra b CKger 12 Of Tor a Lw GeIw GMYq
Cal rarer. ON aaopea Calilan® Wkind Code aro be base editon Of
OiaslwdIdea irdXanroPrtlk WaM1D COrmlrlMbneaaQl es
sP.cnNa aherMw w roes. Plana w mIm$
2. No roll hi be abroad ora4e w W W glbwl&aMg Pan ands
Grwiq Peron 6sIN byres Town d Los Gates, PoI Woke
De enl kuhd a 61 Mite Avenue, Use Gels, CA 95030
3. APre.bb raelinp dWl be MN will the Tarn ErQlnaep nueptor"in
the DpNnaMa Peke and Rhlk Wanks Prior b any week to ll9 there.
IN coM2Gw shell tell the Ine(gttior9 bN a110&3Pi.5721 a k.118
NvspNrb aery9rp9np ar messim Paul Th6 meeAnp aNmp lecWae:
a. a. wNbndtlaprgal tundiliWn of npo ; waNng MUrs.
me mamelawe and olhermrmnralmn maleM;
b. MhvMeapememm waieptlul CmtrwtoaNponew. anMw
sadaNa that so VatetastemirifmsaapeheadndwiX
made eeNa ers pr Pe%b Nlswnlraemis have naada all aWSber Vamlaina wm,,Nbr neare+dgdaddregtM
P.O. wNIWn d yPeova wXl W paled on site el address
tlurieq uNinraM.
a, AlgrwaapA MPs Nl nMas OW Ni of lip mynmiaAlyM
the bereave 0 meat.,, mats, Or brobak ns somdNd daub. II.
None, IN marswn ON gxgbNm Of Ile YmlaoveeNnLS, lagic HMN and
sally.guires a me lo or depws hall IN Town SpameSOrs
or wax imposemenl pbN, IN Town Enabler shall have NO aWMMy, to
smuire soon . or dgalae am mpwily Oa maapr in eal
On ®Ise v m bat coed.
S. Appwal alnklaan apples only b the prase,, a imismon, awannt.
N oxrywJkel a Iwenal Pam aaahk. ThOr,or —al dN9 Mwnbr
any domed anlry to timer pebtic merry, or me Prim. ono W e r a ants
aN tlon tea renaXnN Approve d am aver inioni ants.
fi. Eroveled melaia ahtlb pawlinlN fi ®arm dal)VIMa WXp
luuled aw+Y lament alambabpoaeadatappemvd bral'urys).
T. it"berme eelmnehily a the Pass. Or Cwberda for ideal
bade ell paeet a UMsteouN hdllWS. Pammw or Cmdaaa wall
nearby USA (UbderpmuN Seal Aare) a I amiNm en Of
0 mesa w1 Nt mate Vol la days Prior at ons—ra , a anal
6. Alpandseywlerhod aX, won.marrerasm rnmply W grey
waMaAS ¢bblbmd tr7 me Air GUaXly Manpemant DubktM aASnro
Pae4vhlw.
91 The CorMMr met amply Pam a bun, wan and ledpal laws, Ww,
nM and n,dAd -. plremine IN al W.f on np,a lNan. TNae
bleu skeane, alOqul patents eatery and roam raps and reµlaMna
mbLVSMIbTa Puuartl to W Lliga Seery, and tN Ml or
ally alma ppliuble pmpXt aNbd y.
10. The Centel Cormawaa al finaida Wes w sopwvgdn on ON job site
W aI mwa dell' t fenyeants.
11. RCVimma and aarpN COnircb than M aN all nrtlllW by 1OPPO W
aanyar or maiamnth bad whirr plairpd to pacAta UM annarmp,
mr AN ellooirq Nma:
a_ panelrt welLbPa vllek In, We I.N(Lo srekmhe
Bsssal eparLah ad a(pIM fordma ismgLoa Gams
b. Tw aN bete cN Udlinskwn
12. Pries It lawaca of any permit, IM yghar(e Past aarrom al review
Me final Pool and aaindae pbin d aacn mm dw,n her
burdayeoee ie me, salt, the toad p, end alb &.(" ate in
awaaawsme mar nwmlNNamna ad IN ear mary, rearroal
Ton applunl'e Nast aepaw /a afpoual Shey Near NCommand bone
ion eumr py Ma a bat &gin, me awe.
Sae Enyklwr
Relaem Reread No. dead ,20
telw NO._�dwd 20�auAee9laugyrry
tmq&aw9R Boa daeewworrea carped W a
l Pa
angra b MeamletadONPa are naapy ayNgetl aN rr W e a pM d Itua
aiN n.
110ownt wnaatlmn, all Nominal ad padir, ON11 he b¢waea by IN
.Ppimi as mlMeer The -a— mall he small at Md M hours
peons la9wmp ant 0naino- The ananrer shad be menO te aMh ma
me. moddms as w wlimpaaa in the dagMeal peam mered
ran ar W a pwNe a p oval aar,n d me twee nwmm aNadaru.
as Nmsary. al arwmenred Pool lvrwessind arm, anax
loans emielba ues9eea all l� n2rce Me TOan
t isafe wdorm 1). r'ea'l anreas perm WOa
DESCRff'GON
Hanna • Brunetti
•wan Doyseas • Lend wraapa.
•Csm.Odw Mwa,a..
alloy Carol (J06)9a2 —Ma
1AThe raylN ON Xs wrumctlen eb Iry and marl sMrid N
tlwumaded in an Ift- Woodall penned by Ore apPfmanb slam
a i rwr. wdnNM(w be Town a.ell eoodes. hefae R.
nlm.dwt occap yperm¢lapramea.
MAT Private all pn'AC etrome wumnp Project SON Pau be apt ofeen all
n a sees. aMB -eda trrrdllbn nnWl}rooi tenebatpn. n kmners,
Items ne rreeOed. nill la now Pandas mfaem ON mlwsm regl{ors
and the Time of Lm Gams Pubic Wales Deforma tale be promised at
Mel pM seer in& .1 Not and no apse. Man. grendd
eiMnNOW Postal when mineral of be Tom lb.0.11 or
emripnanr `w N noted in the prek or erode 119" way
16. TM urn. s1a114aW1 aN and in mNa& LerNrs, Nars. ad elan
Oat re rnNSSpy b 9" adpuam Wandrq arWpsmcliai to IN par is
aY6mPs.
I7.0madApp5oN; PIN.
IN Panama General IN
19.GSdrg DOntracNOr lY avaldNe): Pnap:
20 BuildlnG
a, GOO: 537± eygppp; 5303 cut 16t G.y.
Or idi. i5lboa . fill 2± C.Y.
21MPArlTaes wabbM by the sib beat mom deft bradne National
m ppedy menthes alai COMroI.
22.They Isbn Mss net appal Na mnoval A`Ndl Aatrtgdw year¢ sable
p+naiamenaNpmeacepesarrvabmamfl ereae.a. They
wmml P.mrim am ammiiad P^orm fib appwal a u wan.
26.A Taws EwrA S.E PaMI rnWireaMallover foiran ar irem
r,m Aght -I A3bb FAaawh The Paal6br AWAY Ce atra rva wimin
Sbb apMaMwy (H e(Atlodel. TN Parm ell yMW Coascmr Nall be
ngsiall9wpNinatlng bn( Oat FeAamal b/papr9ownenanml
yers»P.
Old No abate of trams. My Nsmort N about saliaagOry slam Or
aaepnwedwanw:maa AN dninape sheer be dlreaee IN Ill me nor
aNr
by the T. liEea nf arelpe% fin vat ana1abaiva memo]. aywed
Na-
25.n IN Ill nyo b" ON IwMnctor aearoemar maab Pare Oat awed,
Of.Obaidit and offer,mol.wav l.aeaNdlromea9ie pa5is. MW,
all. cmvab and ems I>NUnudion aedm sIULL NOT m wasnm kIm
me TOwn'c worm tlmr5.
26, Good nousakeeare drosses al be apwrvad IN al. Nor, the
c0om a waartal SupMnh . Of wmnw1m alai be a596ay,
penamme by.pxam a pesau ebhopeam M w e1 eo tlmaa di
rAaln9lnas. TN 5arinpdgpods artVn mabr®IS on ma tidewalk
a orlNmwIMIIMNWe uM apatialpa aW �by
be Enyraef, Units. The w1h. al riahl alma the pa
Owes a al job reform ON aN dmtu at Ore eN of me day. Fannie Or
som it IN Wblc mhlvl.aay mooldre he thin mmadsn nay ssun in
IN Taws (teammate be rwusa mameNrce at Are d-Neepela
esteem.
DATE: 'Cron
BORE. SCALE
YERT. SCALE:
DE31GM BY
CBECM BT:
DRAIIN BY:—
era r21ea
Driveway/Parkina Landsca[tinp
cut 469± C.y. cut 52 C.y.
fill 53 C.Y. till Ot C.Y.
REFERENCES
NPDES NOTES
1. Sediment nom are. d wM d by Part adder droll M rebored Oa after Isar,
maddral MMmis Nth required by the slathered. Garderal Gaalmdbn Sromwear
P.
2. $Iwkpllw of than stall bat pwyyrly beneath, to ardina to ae9rtem ndrtlpwl Imm Ors
me to arwh, daina9e IsaFAes or adpud PwPereem via arnoX, veld J. Vacking, or
WIN as required by m. sbiwMe CaNrel CAnabtr tbn $IOrIllWabr PMmiL
3. Aframpriae RMPS M ueatmCSar reloma mafee.[., waGeA pill or rmid.a shed be
impk tN he minimize warapgl nom On ON m serees, hander a ldddry, , a
adpwrinp Pnpeay, by Wood a ruse" as squired by IM sIdWmd. General cmwmmcn
Slomlwalar Pemel.
a. RuNfi nom egsjaneM and tehsb Walling shall be fenhbtad at comlnsNan shad
and most not be Ga.nergd 10 NPIMAN Waters or to M. heal same anin ayd.m.
5. di aaalmmar Waamint r rad eas and fh or fromerel are m per mad. aWaa d me
0. isd pay modeffed M prwdces and goN mmaekeePlrt meewrw Ill1M prtlea
Pala and any.sodeled unsbucOOn ease, alas.
E. Al IN eN 01 aacn day d mrlewc4on saMly au wnalnlcWn ante¢ aN ways
maleNt Mad decoYeped eN property disppud in Idesh or recyder bins.
7. Conal uction dM snap be maintained in so, a deaden Ilan a slam Mes net Parry
Wrates or ImAUtanta dl IN she Diedaeges of material toner Iran sbnewakr
( othati n" i¢r dwmgw) are peohbnM except . autlwrhad by an iNvIN.J
NPDES yonal or ft slaeMde cameral CwWruclbn Shrmwalar Pwmit.
P W PoWWt5 ill CAN ae NI Smited IN wW or Strait comMIeoI; sooners
Iran Pelnfs, sear., seeds¢, solemn, dymShN N, 91.1, lure, DwdNea, handsta,
roNlisen, Wa4 Normal and dabs M fibers, paint (lakes a at. hagmenm:
Net, rib, IabNwm, aN nydraa4, radialm or baaery fibre, wncns am related
Cad" On cam, residues: Postal Weyer; Was Iron enpnaewlPmam Nees
death, or apmlNl tlpreared, wastes Ni street Uamin9: aN adoonahme.
Pdede walanom hiorflosointimehown,
Dhlr, CPMd siVer, dlpAal of aural Themes anted ..mf In a spaited land
—1 W temporary area. she alyvcah spanhd ham pdeMlal amnwala ninon.
MP WIInale dNap [In aavNala sonny I, date add NONNI rgrylremenls.
6. CoNIol le, CvmammaN 9sm oted- aMaea by dewalarir, groundwater bet
hers Inf irral bur tlp danyruamn ate he prdvblal Dlsclating of comamarled wile
Ise mdeas emsicn t also Poseted. DlsMaran9 noe.ctMambatea'bassa ier
Pstrad by Eewabseit AGdvhM mqukes a National PdWam Mach" EdmiNOon
a (NPDES) Potnit tram Oe respecnue Slate Regional Wider Qelih Canna
EIINC
Lad tpd.td: &18R01I
V24 Drain Box 18" x 1 9-1/2"
raw V+.W.wa.ew.ma
ao ®���n.•.n�a.. a�bm:awr..4a onmat seal.
Standard Grading Notes
TOWN OF LOS GATO$ 16268 Los Gatos Blvd - apn 532 -06 -060
JAN UAftY 2014
SANTA CLAATA COUNTY
CALIFORNIA
3
Nobel
Initial
as fir. »,m —n e.Nw
sat scat con
vanc
.q.
vms
I.atw 1« pa mate nett
...... — 0, I1
to
rate ®- -.Passe �1nT«I 1 1,0.111
aI
I
® a
Standard Grading Notes
TOWN OF LOS GATO$ 16268 Los Gatos Blvd - apn 532 -06 -060
JAN UAftY 2014
SANTA CLAATA COUNTY
CALIFORNIA
3
MO
Ou
e9
/3I10: nai9
_F
R IIII �, Y>r
yY4M1 Ld d5��
nP
11 '71
<z EY
TH / e ing offate sidewalk
aw j �� a rb /gutter to remain
UQ T/ / / �^']l IP \\ \ i •AUPh MI .. EMlyi EuI L01�a
,m
a 'ri
/� ,N]p Existing eldgPs meters Jw. u.07 ,'I,mss
tow
/ . _ nP» :a to befreiY5b0ed" 8thers �mx na,
xo '°
jO C9 / . Ta
x / / �iN'` saD ] 5]5, us AT. �`` �r »-pm- / existing rn 1a
o gam / O .17 '.' a39 nG ep / LLISwc oil �r \` 2 kL , "s / g po ff gpto§N #b %
asr / A, naz / l0 be femOV
5z IL ,y r'al, I xa /nziP rEm^39]snaJ ",,
exls�l ] ]]p6
i" \ x
«o / / ��]RR M .ExIsr AC PAWAUT J mya ]
ao - fir', y0 nnN Hal ]rma
.f.. n .sBB pt bibg plan .Cpm
/ h� Erpfi - 'f°I°]fs' for CO action point A. �exist4 "tree nPB9 :AAp9 \ _Jmx "an '/
° IMA, / / y„ LP/ / a exist building
ss/,- re „9,a "' _ // /� ✓✓
w< 9. Inds (wilding be ,mc9 3P �\
xD �/ naa for exl s1 ral to f>�`$ved n J.a< ,�A.3
CUNCFEIE " " "ya
zZ -
5 existing sidewalk
An �°° • (/ x ss
to remain
VN y, ] 5 8 NM' I1 19'\ All.
/ R ].ax npJ
existing section of ss lateral I, \\
I. u
So. S f noes >- �-,.ri. I n x . ,, w ;axes nzm to be remoVad as required / i Dr Wi n � `'\ "AY IRAN
/ ''L�Y" to removal /�y
.F �ror se' s)- ]�� >_ • _] -_. ']]z. IUmbi Ions i / ��\
/ / .,,, Wenfy kxxtial o� exlsgng3lam pi ,5,8.._39x9 Pip ng p 'ti /
so / eXl t 'p,l `,, in_aT'\
f
`ate s w A }/� re , aln ! I ]r. s x• 't,].PV' ",].
pzO / 5 J i�St / an99'I:y �\ / / /•Sm.Y ]b.W'
wm93 f / }�y� yASp /� \
RU / / MV M,MNre PS] I4_C -- • .11 .'/5]1.19 a %�$t t4 tree eA1�l L4V iree�0.6e .P 1� 3]Pli IA1�H931 xrN fm49 ]]a:) \ / —' AA^
¢ J A X A. iii$ :: to be remc�ed • �\ • existing pavement,
Ya "9 p" lobe remover!,,, p, w% " existi %mdand curb
ID99: Ar1,I
3Tnr lCp^•
sawcut exist ac pavement at propel
.E e �Jmrz APN 532 -0 6-056'
CHAT \lam
r
GRAPHIC SCALE
o(IXFQ[)a
I IveG � l0 R
43 ^ ^q�-�; APN 532-06 -075
1 - K CALVARY BAPTIST CHURCH
P] C, xT }T�` Haas I ys ] ss 68sI / C � C
/ ]xc ]m •r. .mJmaz ,aw.
zLi d R" ) _- ..Na CSI • m
o n2XlSl1re4._. ,2r eA$t tree nn ]m.m npv va . /.
ro rema n r �e'TOTE to remain
nay
mil
/ ICA,
n1 41 ! i p]
`-� 9e - .'`!"'.�.•>y9�� PG N C R E IT E
% N n
EASRIG UNDERGRWND ITELMES ME SH MN IN THEN I$tl yya npa
MPRI MMATE LGGTWS BASED 0 SECOND INFI)AMATW
AVNUPE TD ME ENGINEER AT ME ➢ME OF %RPARATW tD a am
OF THESE: FILLS LOCATION WAY NOT NAVE BEEN Y[EJ ED a me
IN TIE FEED OD NO WARANTEE IS WOE AS TO THE ACMACr APN 532 - 0 5 -0 5:5 .'� -,v�to remain f ��JJ]]�w,�
OR CWPLFTENER O' ME IKORNATON SHM ME CONIRACRR CALVARY BAPTIST CHURCH ]wex' \ti� �exi ilCtl" „n,,,
SHALL WHITE UTILITY CCl/PNIES AT LEAST 2 MCftlUNG DAYS N
OVANLE IX CWSTNICTIOIx TO Flail LOCATE MLITES lemam�m99a EpSi NEA Pn'rENFxi�
CALL EDEINR
UWND CE $ERNT NASA). AT E-BD}6N2 -2W,
IT FILL BE ME RESPOIGGLITY OF ME CWMACTM TO DETERMINE
THE EaSTENa AND LCL OF
ATIN UTUTES SHOWN GI THESE PUNS, )
INGG]ED IN ME FIELD BY LOCATING SERNC£5. ON ENDENC£ BY MA•n IA9,y�
Hanna • Brunetti I Bo". BOA"
•aw usnm . Lea wMm•
ERroy Cal I ..................
•CCnyWCxicn uma9en• DESIGNEE) BY
Yania (10B) 842 -203 D
raacr® BY:
I Dell" oy.-
Demolition Plan 4
16268 Los Gatos Blvd - apn 532 -06 -060
TONN Of LOS GATOS SANTA LLARA COUNTY.�eNO. 3013
JANUARY 2014 CALIFORNIA
00
v
n
8w / / Trxllkn� /
-lit mrsara ro Ewmlrc � ,
y BACA OF POE Cfil . A
APPCUd01 /
EX WATER- A dd
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Ow
6z / V �/ n.✓. '1
ISO
04 .3 G3 /
� o
oa
lea M1rza G / s,� xi: sly.
a 3
% LITW
+/' IX IB' IF2E
mBE PFYO /9x ::
N 4 APPROMMATE LO ( •• w.
2 p' SOBBING SEWER U1ERO1 IB
j U / /� PER LSAT MANNA
MY Jrali3k-
/ YI CURB &
n
/
CURB ]TIER
t m REM
n z Y, NR sm - 3P,
ME
jF PROMCf Ia• SO. D M£i/ / : • T TA]:
N4 �5`As / / TG NT.T: MRR rnNG s/. Aln.e- ]n • U CM :.
"4 STERN OMAN PP
nA i'P NNTRXTYRm n1.
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ua Y
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MAN
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w
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wN y
iiz
Z<
OfL / fAw ]NI}IXIX M. :
Ex 74' TRUE
TO BE REMOVED
.Ni w / e'wv x]WZ aI _ ____ -_. Ile
/ A` f9.
n q UTUtt POLE 4 ]i2lz-
i
OBE AND CAN
TII �
U •�1] UttBOKS q1.
w2 Fl
yw< /3N 3E/ /
w5
/ 3M95
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A~
�O
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xi Iz'—
A
w
o g'I
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n2
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;i LANDSCAPED SWALE DETAIL
NO SCALE
Hanna' Brunetti
=. SCARE
•cIw En9N.en • wl,a w,,,.l�•
Plan
•CUaWCtion Mmagan•
CilrvY Caiikmia (MB) 043 -21'13
DESIGNED BY
Los Gatos Blvd - apn
cBECT® BY:
DRAWN BY:—
R
(RML)
PAD SMOf
PRONEf IY
OPENING
�A91 APN 532 -06
USERS AS PAVEMENI
1
y' CAVEMEN ro ALONG
L$ PRCffRtt LIRE
n51 bFILiIW
1]'
GRAPBIC SCALE
s m.T m Lo n
PROVIDE 11.3111.3' CONCRETE APRON
FOR MASH ENCLOSURE
6' POC OVER 6' CL X AGG. BASE
W /6N MIRE MF91
SFE ARON. IXNIS FOR
•� IRASI EyAOW DETAE9 X
PC PAVEMI
APN 532 -06 -063
CALVARY BAPTIST CHURCH
R -T
8%6110110 40E M
O- 3 PLAN /
miol � YS BASE POO(
VALLEY GUTTER DETAIL VERTICAL CURB
NO SCALE gT '0'
NO SCALE
r�
APIN 532-06-058
CHAING
6Cw WNL TO
EASANG UNDERGROVxO MINUTES NS sNOMN N THER
APPROMMAT: LOCATIONS BASED ON RECORD ROMMATIXI
AV.1 -F TO TIE ENCWEER A3 TIE THE 6 PREPARATION
0f, PIPNS UOCATW MAY NOT RASE an MMI
IN THE FIELD ONE NO IUMANT£ IS MADE AS TO TNE ACCURACY
OR CWPLFENEA OF THE ROMMATON SHOWN. NE CONTRACTOR
SHALL NOREY UTUTT COMPANIES AT (EAST 2 M)RRING DAYS IN
ADYNMAE Of CORSURNCn(11 TO TIM LOCATE jTI
CALL UNEERONAND SERVICE AUNT (U.SA), AL I- BOa64P -94M.
IT SHALL BE THE KSPO%SPoUTY OE THE YNTRACTOR TO DETERMINE
IHE EASTENCE AND LOCATION ff unum 4pMN ON TNEsE PUNS,
INWCAIED IN THE HELD BY LOCATING SISMI OR E'NENCE BY
ALI COST INLIIRRED AS A RE U
FANIRE TO YERTY LOCATORS A ELBI
BEONNIMG CONS1FUCnOM SHALL A BO
ME IS DEEMED INCLUDED AND WEBBED
it CURB
'E AREA MAN
IS EgCE UK
Preliminary
Grading &
APN 532 -06 -075
Plan
y'
CALVARY BAPTIST CHURCH
Los Gatos Blvd - apn
k
PROVIDE 12 UJRIF-
OE'
BINDING
b
JOBNO.
m 3111.0
t
a
4• LAMUSh E^A)iEA MAIN
NV 335]4
(OD) TYPICAL
a
LEGEND
>..•
ROMAINE PAVERS
Y
(
smaa
N`�
(ZT9 SF)
NEW AC
TEE
q PArENENi�
/
AC OVEIdAT
M.91
NOTES
-vR
A PERMIT SHALL SE OBTAINED PRIM TO
MY MYN W PUBUC RIMT 6 WAY.
CONSTRUCTION NOTES
QI CONNECT NEW C s3 PIPE M EXITING SS LATERAL
PoTiA£ TO MERIFY LOLATON MIT EJENATON
PRIOR TO CONSTRUCTOR.
® PROPOSED MATT SERMCE TO NEW BUILDING.
SEE PLUMBING PLANS FOt CORRECTOR PANT AND SM
Preliminary
Grading &
Drainage
Plan
5
16268
Los Gatos Blvd - apn
532 -06 -060
OE'
TOWN OF LOS GA TO$
SANTA LLARA COUNTY
JOBNO.
JANUARY 2014
LALIFO R N I A
130
J
J
,pam
kSBB
3
S
_° �.ISa.^ '.r. /
;m
Jm.ez
so
( W r Ill. \ -'A ,3 / us .emv rrvs�� 'JZQ red 4 as'%ew
.8 v i s xt ]tam 1/ ate. .. _ �- ion ]'
a I I 356 n ��f rnsr ��ba + / MIN. PAVERS
a2 mm) 1NMN
�� M Na 8 AWSGAIE
ev. /n21p sFU / Yi963 IN OPE) G$
¢W /. I J� i - ` �/> ccauRglt rozw + na
(6 t1• r 1 CXSr A: PA.➢.ILYT rxzs / ]n. / / / T w ro 50 mm lads
1 k,]:, 1 AC ONIT / , f )
P. R1 'h'.N (/ M. x0. 6 AGWECArE) -5 = �. \?•<••J.: .l':•.
Vw a 6IN xa sT SItl1F SL.m..A"� I PFC 4FRnc/1 OA9
]n /( xiafie �'}\ n ri ..ss \ /(/ TXf#IE55 vPR16 PER OETNI
fn U31 \1 / MM Of9W
I n 6 W /`/ ` ' p f ,a, \A, 6IN. Oaa mm) wlrx—
y9 V1 / F CON EE dr] \] ] 5 Wan •' Yp.fi+ . ]i9.9 I/ NO,
bQI- GRADE➢ BASE
Si m X
�F 1 / SnA A )cJA Ia ` Sql 9AW0➢F� ,^
Ly
/'� (� I ] Warn A-,, W
: /� '" s w v * Naa 1031 TYPICAL PERMEABLE PAVER DETAIL
D. NIMe s. / Yf -xoJ�- �� ° .aaaas z 1�� xo SCR£
T'
¢z �/zr.ra �\
a
€� ;I x, //. _ J P n i5 a� +' RW\ ` ✓_� ;roe,'
ran
oa /x'g \ Jma oas
8^d 'sea S \ _ff E.S. AC P::+EUENT) / \ ya
aX' S
liw p +s ' _ ]Ma VGO4116ANpi CWrINIL 92 PER SANTA VALLEY URBAN RUNtT PoLLUTW PREVENTION
` PROWOY C] STORMWATER WIDDO01( ATEADMNT W -I.
aF RaA PERNWS AND IMPERNWS SURFACES COMPARISON iA(]t£
W0 ip a. Project Phase 3. Number E. Total Site (aoea):
^-r°j C O N C R E T E (N /A, 1. J. e<a): N/A 0.43 ac
% c. Total Site Existing d. Total Arco of Ste
re '• ,wv_ ,J� t eat Impervious Su faces 11,164 DlaluTeE (Dare➢): 0.40 ae
€5 JIaSO "�" -^ a (a9uare feet)
Li nd l tu.ua Existing Condition of Pro,cmd Condlf ce of Site Area DlahNeE
ZU 50° P, _ Site Area Disturbed (aware reef)
h�t •l LA0 e. Ion ervlaua Sutlotta ) Replaced' No..
p (square feet
.;6q 63 �f le a Nan Roof Areas) 1.396 1,296 70
wn Note: .ya"
Rainwater leaders RWL to drain Pakin9 6.664 a,aaz o
v~-i] ( ) Fwsr - PA5EAIENL� Else Oki, Patios. Orivevap
<0 t0 splashCaAs. etc. 1504 3,323 0
Xa in Street. (public) 0
pad Strttb (priwte) 0
�Z J6Lb Total Impervious Surfoces: e.l: 11.164 e.2: 9,611 ed: TO
pr) f. P"..e Smile—
Undisclosed Areas 7,219 4,2ll 0
ofParviolla Pam, 0 0 2719
nz
Ottler Pervieue Sudocea
_ (grcm root etc.) 0 0 0
ei Total PerMous Sudoi I f.l: 7.219 L2: 4,199 LJ: 3.719
na
z� ws
Total Proposes Balloons! + Ni Ion ern ua Surge.. e.2 ♦ w.3), 9.68t
am in Total Proposed RoNfaceal + New PerNwa Surfaces f.2 + f.3), 6.932
§O
x< Percent of Replacement of Impmvims Arm in redeeropment pro jects 84 4 %
Tote Footnote,
P,W..a R*.,W Impermue Surface NI Mpmiwa aMaw added to mY — of be ate nest me a Previous,
existing impMaa .Rocs
•Pro,s d New Messes. Snri NI mpv vJa sulfas added No any ores of the site NM sae a previously miaing
Peaws aches
REVISIONS: 3A
DATE: NLRY 2014 REFERENCES 6168]'
DATE DES°ROPET01, BY: Hanna•Brunetti 6 : " °� - Storm Water Management Plan 6
g� �I
.::.•CYw Ensneen. Wna SurwYO's• aF 2
•Cmetrvction Mma9an• DESIGNED BY: AW
Cdiforn. (ed6) 842 -2123 CBDCf60 BY: 16268 Los Gatos Blvd - apn 532 -06 -060
TOWN OF LOS CATOS SANTA - C L A R A COUNTY'10BN0 13013
pRp2M gy: TM JANUARY 2014 CALIFORNIA
8O
�U
-F
ga
ZQ
>w
Q�
Y
m�
,0
wa
0
F
N OCINM Hmfc
1. EROSION CCNPiCL YFA9Jq[5 41AIL BE EFFECPVE FEE CGLSMUCTON WRIXC ME RNNY $EA50.Y; UCiC9FA 15 MRpI{N AAdL 15,
2 NO SIGG WAIF RUNOFF ENµ1 BE All(/AID TO DRAM HIM ME EXISTED AND /OR PROPOSED) UNDERGROUND SHAM SYSTEM MIL
0 \ 4YTAAE CROWN CaM0. NEAaRI.S ME ALLY INMFI/pIED. NO STORM WATER NUNOIF S41L BE ATONED M ENTER ME
~O h STORM BRAIN SYSTEM MAT IS NOT CIFAR MO IEEE OF 9112
J. E FILER U. ON THE F TWE DETAIL ¢ -Y ADJUSTED BE TO EUMI ALONG ME PERIMETER OF ME FROM 41E ME SIX A FU OF
ME IDEA ROL AK R TK E S AROUND 941E BE NUJSlOR TO STOO OR OTi UAEI WNOF EX IFANNG TIE 41E A FIBER
OA / � L WELL 91NL N50 BE PEaI1Bp MDUNO THE PEOEIFR O ANY STO[NPNE DE OTHER 9TH OF BARE, LOD¢ FARM
A Al STORM ARAN MANHQ£ CATCH BARN$ AND/(D D8P INLETS MAT AW TO ACCEPT STORM WATER 41All RAZE INLET
BASINS ANAL MEASURES FEET RETAIL
EIE M-10.
BE TORN WATER
CIF UNOM R BE OWTED TO THESE INUM ONLY. STORM DRAWN CATCH
S TM NAME ADDRESS. AND 29 HOUR TELEPHONE NUMBER OF ME PERSON RFSHNSIBLE FOR ME HPIEYENTATa 7 ME EROSION
COVERED. PLAN SHALL BE PRONGED TO ME Ow..
' / 6. PRIOR TO GRADING, AN ENTRANCE SH U. BE CONSTRUCTED. CONSSTNG OF A MINIMUM OF SO U OF DRAIN RaR, 3' IN DIAMETER.
PLACED ONES BE M SOON ION EWA) PER CBTNL O M ME ENTRANCE 91ALL Y CONFORM
SEASON, ro E EDCATON 21 ENTRANCE BE AS SETAE T: -I'.
i MERE SHALL 6E ONLY LOC MCRMCE/EFT PDIHR i0 ME SITE WMNC ME RANT SEASON. TIE LDCI:TON SUP1L M SEAN a
THESE PUNS. OR AT A LCfATLH REMOVED BY ME CI1T.
T. ALL AREAS O BANE MEND OR DISTURBED EARN 41N1 BE STAIAUI BY UK O HYIWD,,U ON NCR -W TATW STAREIIATFD
RR 9-16, PER ME TA31 FLOW. All STDQEFI ES. AND/BR BCPoMW AREAS SNA1 HE PROTECTED WIN APPROPRIATE EROSION
/ / • / ' I. _ `` /�-
CONTROL MEASURES SUCH AS A DE METER SILT PRICE. AND OTHER METHODS TO PRE` ENT MT EROSION OR ALTS RADII
Al EM19a CCNMO uB%RES SNNL BE MNNTANED UNNL DISNRBE) AREAS ARE STABIUM, CHANGES TO ME EROSION fpITRO
/ \ I/
ME STORM DRRAAINASnTEM %1 MAINTAIN AaFCRAJ BUT MY " THE AFFINYVAL OF DRNN IW£T PROTECTION UNTIL CITY TACCEPTS ME FINAL MSIHFT IN%204EMENli
x; �'d 7 ME OMAN NLET FROTECTW SNA11 BE MAINTAINED, EFFECT@£ AND aB.ECT M OTY SEDIMENTS APPROVAL
B Al Niel STREET, AND AREAS ADUA(FIIT TO THE SITE SHALL BE MEET CLEAR O EARN MATEMAS MD DEMS. THE SITE SHAL
/ I BE MAHTARED a AS TO OMAN AIF SEDIMENT LADEN RUNOF FROM EHFANG THE S1OMI ARAN SYSTEM.
T
x % 'B A IT IS ME RE4'CNSOUTY OF ME COURACRR TO NIPCCT AND REPAIR Al EROSON CONTROL FLUTES AT ME NO O EAEH DAY.
- - ; MY DAMAGED STRUCTNAL MEASURES A2 TO BE REPMdD BY END OF ME MY. DROPPED SEDIMENT A _SD INL (AND DRIER
O J - \l �/ ; �;�1J EROSION WERE CONTRX I N ll NOT STALL BE REAOND 10 MAINTAIN MM FFFINNCY IELOIfD SEIMIE]Ni 91NL ff OISPOSro BY ¢WORDING
/i � -1 � \ QY 41[ WHERE li MILL NOT MIIAAIE
10. R IS ME TESWOSBUTY O ME CONTRACTOR M NRENNT ME FORMATION O MME DUST NLN4MO AND SNAIL BE RESP09BI£
11. LN! DRAWN S£ RESULTING FROM P A DFAIL ro DOMINATOR 91NL MANATN A OflKI PAM AS
LEGEND
11. ALL GRAN SWAES STALL BE PER DETA4 EC -9.
11 NCCMPIETE DROPS SEW. NOT BE AuaW➢. ro 9YJMN ON THIS PLAN. SAID DRAIN
CONSTRUCTION ENTRANCE/EXIT PER DETAIL TC -1 PAM 41A _ BE MMTMED LNE1 DEAN SWArs. AND INU T FRMECTa AT A MINIMUM.
/ J , • IF ROWING DOES OCCUR ON ME SET: AFTER DEMAND, ME WATER MUST BE FREE MO DEAR O SEDIMENT PRIOR M D6WMLS TO
ME STORM AGAIN SYSTEM. THIS REQUIREMENT MAY NECEOTATE THE USE OF NAIMML MD/`DR MECHANICAL CESULTNG METHODS,
•
SUBJECT TO APPROVAL BY ME CTY ENGINEER
/ • FIBER ROLL BARRIER PER DETAIL SE -5 13. IF ACES: BEESON CCNTRO. MEASURE FROVE INAOEUMM STRAW MM OH, TACEFER, AND AONTMN HYDR04£DNG MAY BE
l , -L
/ RI alMn.
/ 1�A STORM DRAIN INLET PROTECTION PER DETAIL 5E -10 BYDRa¢m r E
IIW IBS /ACRE
GRAPHIC SCALE COMMON NEGR u
ANNUAL RYELF -3 95
dduffN CLONE 10 QO
FoRTUDIR 1 FIBER 1
(IX .) TAWFTER NO
iRt - YY R
D=CROnON
SE -5 Fiber Roils Stabilized Construction Entrance /Exit TC -1 SE -SO Storm Drain Inlet Protection Storm Drain Inlet Protection SE -10
w
y"
l�
.1A, B -P a
,. �. _—
TP rALLSr _ •am .a. �• J !—_
:u
-- � r,....':,
I
)
_ PLAT,
_- e.i ......
61 Hann a-Brunetti I Ham.
•Clw EngFesa. Iona Bumpn• V6RP. SCALE:
•Cmcbuction Mma9�• DESIGNED) BY
GiboY CWIRCm1a (909) M2 -21]]
mcxm W.
TOWN OF LOS CA T 0 5
JANUARY 2014
Erosion Control Plan
16268 Los Gatos Blvd - apn 532 -06 -060
SANTA C L A R A COUNTY
CALIFORNIA
7
]
r
W
1
RE.9.i
SY
Town revs.
R
12 -10-13
1 2
3
EXWUN CMU wN to ramai
2
I
�
Nl
Reference Note Schedule
as
2
SYMBOL DESCRIPTION QTY DETAIL
Q Split -lace CMU well seclon
1
x0 Steel or woof panel fence section
}$
I
0 Existing tree
os
u9
3
2' ved oeang line
N^
I
ca
A3
I
oB9
1 2
®
5
i i
I
I
a I
I
I
I 1
I
I 2
I
I
I
I
I
O
T
3
I
U
a
C
1 2
LL
5
I
I
Q)
i
.0
o
s
3
A
� U
m
m o
El
00
on
i0 0 0
w
0
Dw 5-2513
wM
sm.1' =10' -0'
_
Lyv
dean MF
JN Id GabeeM
T •
L1.0
° ^�e�'
6" dia post footings will have minimal impact to
tree roots when compared to a continuous concrete
_ Tree trunks CMU wall footing
Existing oak trees
Steel panel fence
Split -face CMU wall
+
' Planter area
`Curb
Parking spaces
Steel Panel Fence Wood Panel Fence
9
x
N
C
6 O
N >
N
U W
c �
LL c
LL c0
m
_o
� U
m v
-O m
m o
N
O C7
M o m
V m
Co N N
J M 0
om S2S13
JM Lm GNm &y
L1.1
U1
M'
x'
I
�I
�i
SYMBOL
MANUFACTURERIMODEU DESCRIPTION Ow
REN4IX15
IRRIGATION
SCHEDULE
CRITICAL ANALYSIS
12 13'
9
-10
SYMBOL MANUFACTUREWMOOEI-DESCRIPTION OTY PSI Generated 201"1- 2109:25
as a a w w O
Rain Bird 18125 14- RS SO Series
81 30
P.O.C. NUMBER01
Yplastic,Glotalal Valves. Low Flow
Shrub Spray 12.0- Pop-Up Sprinkkrwith Cotvtolded
Water Source Information:
Wiper Seal. 1Y2' NPT Female Threaded Ire. With
SaaI-A -Made Check Valve, and Pressure Regulating
FLOW AVAILABLE
Device.
Water Meter Size:
1'
Wilkins 975XL 1 -11T 1
Flow Available: 18.20 gpm
or p1�
& m
Ran Bird 1812SA PRS 15 Ship Series
27 30
or ra x8
Shrub Spray 12.0' Pop-Up Sprinkler whi Co-MOldad
PRESSURE AVAILABLE
Cu
Wiper Seal. 12' NPT Female Threaded Inlet WM
St.& Pressure at POC:
65.0 psi
SBeIA -Mans Check V.I and Pressure R,.hrmg
t-
EI.Wn Change:
1.00 fl
Devks. Sandiest Una Slze: 1'
0 0 0
Length of SerAm Una:
Length
20.03 8
18 Station Outtloorllndom Controller, Heavy Grade,
s
BIM 1812SAM -PRS 5 Series MM
27 30
Pressure Available:
82.00 psi
as
Shmb Spray 12.W PopAlp Sprinkler with Co-Mdded
Wiper Seal. 12' NPT Female Threaded Inlet- With
®
DESIGN ANALYSIS
a E
Sksd - afic Check VaNe, and Pressure Regulating
Maximum Sta6an Flow:
15.65 gpm
W less Rain Sensor. Mount as noted or appmveq
Device.
Flow Available at POC.
18.20 aph,
9
usecontmeerpoweroropkmalbans former.
Residua Flow Available:
2.55 gpm
s ®®
Rain Bird 1812 - SAM -PRS 8 Series Mpg
22 30
Idgatk n Lateral Line: PVC Class 200 1,2521.f.
°
Shmb Spray 12 0' Pop41p Sprinkler w1th Co-Moded
Cheat S aum.:
10
ta
Wper Seal. 112- NPT Female Threaded Inlet. With
Design Preastme:
30.00 psi
E'
Seal adc Check Valve, and Pressure Regulating
LDSS EleV. high head to valve:
0.00 psi
8
Device.
Pipe Loss Critical Head:
2.45 psi
£ j
® ® ®��
Loss Fitting Factor.
025 psi
y 3 0
Ram Bid 1912 -SAM -PRS 12 Series MPR
14 ]0
Loss through VaNar
3.90 psi
a° '
Shrub Spray 12.0' Pop41p Sprinkler with Co-Molde l
Pressure Rep. at Critical Station:
36.59 poi
a
Wiper Seal. 1n' NPT Female Threaded IMat With
Loss for Flttirgs:
0.36 psi
wns budwn.
SeekA-MatiO Check Valve antl Pressure Regulating
Loss ra Main Line:
3.61 psi
pS
Device.
Loss Inc POC to VaNe Elevadkm:
0.00 psi
�T
m eOv rT
Rain Bird 1812SAM -SAM ADJ
7 W
Loss for[.. k w:
Loss for Water Meter:
13AD psi
1.33 pa
Shmb Spray 12.' Pop-up Sprnkder with CoAfidded
Critical Statim Pressure at POC:
5529 pa
Vats SRe
Wiper Seal. 1Y NPT Female Threaded inlet With
Pressure Available:
8200 psi
(/f N
VALVE SCHEDULE
Seats -Matic Check VaNe, and Pressure Regulating
Residual Pressure Available :
6.71 psi
O(9
ed on
Co 0
Device.
Awe --tae-
Rain Bid 18125AM -PRS ADJ
5 30
se-wa 4 tZ -MA
Shrub Spray 12.P Pop-Up Spriniderwgh Co-MOlded
dO c�
NUMBER
MODEL SIZE TYPE WIRE PSI PSI 0POC
Wiper Seal. 1p NPT Female Threaded Inlet. With
HEAD ELEV
VALVE ELEV
PRECIP
SeaA-Mabc Check VaNe, and Pressure Regulating
Rain Eire PEB P Shmb Spray 80.9 31.80
5.8
0.00 a
0.00 fl
1.35 kvh
Device.
J ` J
2
Ran Bird PER 1' Shmb Spray 33.4 34.13 47.86
4.26
n >y If 9
Rein Not RWSB-C
19 20
3
Ran Bien PEB 1- Bubbler 35.6 24.05 37.77
Root Widening System with 4.' diameter x 36.0' lag
0.00 ft
0.00 8
7.77 man
Date 5 -25-13
with locking grate, semimn k] mash Wide, and check
5
Rain Bid FEB 1- Shrub Spray 40.0 34.41 48.60
7.43
O.Wit
VaNe. Ran BIM babbler option as Indczted: 1001
1.43 thin
0.25 gpn, 1402 0.5 gpm, 14041.0 gpm. 1406 2.0
sme1 -10-0'
6 Rain &d FEB 1 -11r Shmb Spray 9.4 34.35 49.33 10.17 0.00 ft 0.0D ft 1.65 trim �
7
8
Rain Bid FEB 1 -1Y Shrub Spray 146.4 35.76 52.08
Rain Bbd PEB 1 -la' Shmb Spray 142.0 36.80 5529
11.04
15.65
gpm.
0.00 R
0.00 R
1.81 Wh
2.41 Inlh
R 0
_�
o-� o�
SYMBOL
MANUFACTURERIMODEU DESCRIPTION Ow
C
9
Rain BIM PEB 12
Q.
Yplastic,Glotalal Valves. Low Flow
Operating
Operatlnq Capabikty, Globe Configuration.
�
2
®
Wilkins 975XL 1 -11T 1
Reduced Pressure BaWow device
Cu
t-
C1
Irdbd MC-18E 1
C
18 Station Outtloorllndom Controller, Heavy Grade,
Lockable, CaNnem and Pedestals
®
Idirel RS1000 1
W less Rain Sensor. Mount as noted or appmveq
usecontmeerpoweroropkmalbans former.
_
Idgatk n Lateral Line: PVC Class 200 1,2521.f.
Irrigation Mainline: PVC Schedule 40 3a3.e U.
Pipe CIass200 63.7 Lf.
A
1pipe:PVC
pipe sleeve for Irrigation pipe. Pipe sleeve
size shall allow for
size shall n piping and their related
slide t
couplings W easily side though sledging maering
Q) N
Ederd sleeves 181ncM1es beyond edges of paving or
0
wns budwn.
co
m
vana c.emr
Vahe NUmEx
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ve Flay
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VALVE SCHEDULE
O(9
ed on
Co 0
dO c�
NUMBER
MODEL SIZE TYPE WIRE PSI PSI 0POC
GPM
HEAD ELEV
VALVE ELEV
PRECIP
1
Rain Eire PEB P Shmb Spray 80.9 31.80
5.8
0.00 a
0.00 fl
1.35 kvh
J ` J
2
Ran Bird PER 1' Shmb Spray 33.4 34.13 47.86
4.26
0.0 it
0.008
0.99 kdh
3
Ran Bien PEB 1- Bubbler 35.6 24.05 37.77
4.00
0.00 ft
0.00 8
7.77 man
Date 5 -25-13
4 Ran Bid FEB 1- Shmb Spray 37.7 34.02 47.71 3.54 0.00It 0.00 It 0.87 ihh
5
Rain Bid FEB 1- Shrub Spray 40.0 34.41 48.60
7.43
O.Wit
0.00 ft
1.43 thin
sme1 -10-0'
6 Rain &d FEB 1 -11r Shmb Spray 9.4 34.35 49.33 10.17 0.00 ft 0.0D ft 1.65 trim �
7
8
Rain Bid FEB 1 -1Y Shrub Spray 146.4 35.76 52.08
Rain Bbd PEB 1 -la' Shmb Spray 142.0 36.80 5529
11.04
15.65
0.00 fl
0.00 fl
0.00 R
0.00 R
1.81 Wh
2.41 Inlh
R 0
_�
o-� o�
9
Rain BIN FEB 1' Bubbler 146A 24.19 38.4
3.50
0.00 fl
0.00 ft
7.78 InAd
10
Ran Bled FEB 1 -12' Shrub Spray 144.2 34.09 50.22
10.66
0.008
0.00 It
1.781ruh
,deb I S. e.
11
Ran BIN PEB 1' Shrub Spray 184.5 33.91 47.56
2.28
0.00 ft
0.00 ft
1.911 d1h
♦ �& 4
great
12
Rain BIN FEB 1- SM1mb Spray 189.2 36.22 52.13
Ged SIMWra 343.8
14.10
0.00 ft
0.00 fl
4.05 Mb
.N._ 01
�O
L ^
L O
a
or w
Bamboo rool bander, see Detail 2,
N
0
IIE
1
N
Wr_vr1Yy:ta mWr
TREES CODE
OTT
COMMON NAME /BOTANICAL NAME
CONT
CE
1
Eastern Redbud kkuftl nk l Cards..densis
24-box
PV
12
Purple Leaf Plum I Proms owasHere'Kreuter Vesuvius
24•box
SHRUBS CODE
CITY
COMMON NAME) BOTANICAL NAME
cow
AR
11
Bank Cataaw I Amda reddens
1 gal
3
8L
12
Lima Gbw Saroertyl Berbetls MUnbegA'Llme Glow'
lgal
CT2
6
Bailey Ran Twigged Dogwood I Camus stabnifers Baile,i
1 gal
CF
4
Yello gDagwaod/ Comus stolonNe2'Flaviramea
5gal
DA
]
Tasmanian Tree Fem / DkksoMa antam6ca
5 gal
FM3
6
Creaping Fig / Ficus pumga minima
5gal
- PF
16
Boston byI Padhermissus trkuspidata 'Fenway Park'
5gal
PB
54
Bronze Baoy Naw Zealand Flax I Phormlum Wax'Srome Baby
1 gal
PH
20
Henan Bamboo l Phyllostachys Ngra'Henon'
5 gal
PI
19
Holly Leaf Chen, / Pmnus Anficlia ilicifolia
5'.1
PL
4
Catalina Chen,/ Pmnus llkifolla"m
5ga1
RS
112
Springtime Indian Hawthorne I Rhaphiotepis Ndlw'Spnngbme'
5 gal
RF
16
Rose /Raka x wer Carpet Red*
I
l= e _
posts
Fence to be at drip line
where possible and no
less than 5. trunk di..
narge plastic,
:onstn¢tion mesh
heel T' posts set @ 4' OC
n Tree Protection Fencing
Note: Tree protective fandng Rain in place before start NTS
demolition and is to remain in place throughout Constnwtlon
PLANT SCHEDULE
SHRUBAREAS
CODE
OW
COMMON NAME I BOTANICAL NAME
CONT
SPACING
AP
73
Prostrate Glossy Abell. l Abell. x grerMiisas Pres6a18'
Igal
30•o.c
DE
56
Autumn Fem / D,optens erYthascre
1 gal
24• o.c.
W2
139
Big Blue Lily tun / Linope musoul'Blg Blue'
1gal
12•o.,
RA
56
Leather Leaf Fem I Rumohm adlardlumais
1 gal
24• o.c.
GROUND COVERS
CODE
OTY
COMMON NAME I BOTANICAL NAME
CONT
SPACING
alHH
1.093
Hear's English ivy/ Had.. helix'Hahn's Vadegand'
net
0•o.c.
EMTA
155
Star Jasmine/ Trechelospennum asizticum
1 gal
16•o.c.
EsTJ2
35
Chinese Star Jasmine/ Tmchekspermum lasmineMes
1gal
30•o.c.
n.mmow.P
9Wt F�eaGam BM., Pp4u CA
BAMBOO ROOT BARRIER
� +¢•ea Leesurvrar
5 �_
a as ar cpa'�
RE.SoNs
Town revs.
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0
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In S
om
f6 O p
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ome 5.25 -13
sma 1• =1d -0'
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kL Us GYm 3rM
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UTEQ �N-
7 TM
T
SHRUB PLANTING
.C. 701.FY I.
ArWATE. I.,
.1 I0.Elel.
EATI'1ESdL M1%
puVXX4� � KKE:
IMOED WIRE I.ROUGH
�It M 'MNCH—AEA
R.NNNOR WIPON.
KEEP MULCH FREE �.
I SET ROOi0.41 CROMN,
2' DMETOt -COGEPOI.E NNE
i
KEEP MUL HOfi` - 5-
TREATED TREE WW . SET,
A 6- IVOKIS AT TEE
NERPEND"TAR TO NNVVNIJNG
C)
No.
>
>
REMOVE FUNNIER, STAKE W THE
FINISHED XI
END OF MWMNI
.---LCN WATER WELL
M 0 0
1" M�E. A� M.00ING
-0
4' FION. WATER WEL1.
ROPE RMSFED GM0E
INJURY TWJNK,
AREA V 3.
J TO 0
71
FOOT
DW
KII laFGNI
F.NG AE PEA
ROOTHW.
P.FNTNM DETXL
A110 WAGE TO �.E FNNDT
IVU W. THE SUPPORT STAKES.
mw� To Z* �
STAKING DETAIL
KEEP MULCH FREE �.
I SET ROOi0.41 CROMN,
i
KEEP MUL HOfi` - 5-
A 6- IVOKIS AT TEE
�,H.ER
V�NPUNOM.
C)
FROM = F TREE.
>
>
TfK.K,
FINISHED XI
0
.---LCN WATER WELL
M 0 0
4' FION. WATER WEL1.
ROPE RMSFED GM0E
AREA V 3.
J TO 0
AT WKIILL AWAY FROM
6 NIGH WATER
DW
KII laFGNI
ROOTHW.
WELL AT SH"
AREXIL
mw� To Z* �
FINNED CIFIVE
AT WATER W�
AT SHRUM.
PNISFM GRADE.
co
ROOTPPLI
PWff TAQLm
D{CKFlIl "IN MTWE sm
AME.OED
WIVE SOL
SOL
NATIVE
G T . SOL MIX
ENT
Lz:�.705
ze �X FIRMILY COMPiZTED.
ICU (U
NATNE 500. MIX
0 1
: 80
-T-m
`.v Ww.�.
72' ,X
. .............. ..... ... ....
12�
P!A14T PIT OETAIL
NATIVE SHRUB PLANTING
TREE PLANTING
DOUBLE STAKE
C)
CD
>
>
CO
0
M 0 0
(D
0
J TO 0
D.I. &25-13
DW
KII laFGNI
REVISIONS
8/06/19
0 G
A
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DATE: 5/15/15
SCALE:P EHO
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NO.
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A-3
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BEVLSlONS
8/06/13
10/02/13
11/21/19
METAL SMAPED 3TLR5
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TILE veraL
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1 �PILASTER9
X
991' -Y
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ST
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9MOOM 9TX40 FINI9X
FOR'lR441 PfIGtD3URE TLB ABOVE PARKING ENTRY
\\
LONS¢BD METAL VENTS
LEFT ELEVATION
SCALE: 1/5" = 1' -0"
99' NEI6HT LIMIT
ROOF TIL
SGIARE MB�a. 6UTTSR4
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RIGHT ELEVATION
SCALE: 1/S" - T -0"
Q
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z �
0
u
0
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o o
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Q O
11f,
i �s
DATE: 5/19/13
SCALE: AB BHOP6
JOB NO.
SHEET
A -4
OF
T- wi
5s6' -rx
XIGNE3�T PgNT -
9
31t'
_ ----S-MZLC�NT LIMIT
EARIGNG GARAGE
94' NEIGNT LIMR
SECTION A
SCALE: 1 /5" = T -0'•
- - -- -- -- --- 55' XEIGN�rc- -- -- - -- ---
HALL
MEN
SECTION B
SCALE: 1/6" = T -0"
li
REVISIONS
8/06/13
10/02/19
11/21/19
Y
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9
d;
F W
Q a
z
Qz �
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on o
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DATE: 5/15/15
SCALE A9 EHV
JOB NO.
SHEET
A -5
OF
(SEE STREETSCAPE BELOW)
STREETSCAPE —PLOT PLAN
SCALE: 1" =SO'
STREETSCAPE
SCALE: 1/16" = 1' -0"
REVISIONS
8/06/15
C. 1 11/31/15 1
z �
A O
6
O � O
3 �
O
If is
)AM 5/15/15
:CALF: ASS 0"
A -6
OF
t
SHADOW STUDY: DECEMBER 21 @ 9:00am
SHADOW STUDY: DECEMBER 21 @ 3:00pm
REVISIONS
8/06/13
to /ov13
n /zv13
R
Qa
z
d ai u
�D v
U O
E F
o o
F
191,tS
€ IS
i�:�96 93
)ATE: 5115115
*NOTE: SHADOW STUDIES FOR JUNE 21 SHOW NO SHADOW ON NEIGHBORING PROPERTIES. SHADOW STUDIES SHEET
x� A -7
: vts ^= r-o^
OF