HomeMy WebLinkAbout03/05/1991, 2 - TRACT 2010 - CONSIDERATION OF A VESTING TENTATIVE TRACT MAP CREATING A 15-UNIT RESIDENTIAL FEE SIMPLE CONDOMINIUM AT THE NORTHWEST CORNER OF BROAD STREET AND ROCKVIEW PLACE, INCLUDING EXCEPTIONS TO STREET YARD SETBACK STANDARDS AND CONDOMI I�i�����H�IHllllllllII MEETMEETINGOTE:
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COUNCIL. AGENDA REPORT ITSM NUMBER:
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FROM: Arnold Jonas, Community Development Director b
By: Pam Ricci, Associate Planner f'K
SUBJECT:
Tract 2010 - Consideration of a vesting tentative tract map creating a
15-unit residential fee simple condominium at the northwest corner of
Broad Street and Rockview Place, including exceptions to street yard
setback standards and condominium development standards.
CAO RECOMMENDATION:
Adopt the attached resolution approving the vesting tentative tract map
including concurrence with the negative declaration and approving
exceptions, based on required findings, and subject to conditions
recommended by the Planning Commission.
DISCUSSION
Report in Brief
The subdividers are requesting approval of a vesting tentative tract map
to create fifteen fee simple condominium units. With a fee simple
condominium, individual lots, often referred to as "postage stamp" lots,
are created where the property owner has title to the unit and the small
plot on which it sits, as well as record interest in the project's common
areas. Approval of a vesting tentative map confers a "vested right" to
development in substantial compliance with the ordinances, policies and
standards in effect when the application is determined complete.
The site is zoned R-2-S, Medium Density Residential with the Special
Considerations overlay. The site carries the "S", Special i
Considerations, overlay zoning to assure that development issues related
to the drainage channel, noise, soils and geology, land use
compatibility, site access and street improvements are addressed. Since
a tract map has been submitted to develop the project, a separate use
permit application is not necessary (Section 17.56. 040 of the Zoning
Regulations) .
The Architectural Review Commission (ARC) granted the project schematic
approval on December 17, 1990, and the Planning Commission reviewed the
project on January 30, 1991. The Planning Commission on a 5-2 vote
recommended that the tract map be approved by the City Council. The most
prominent project issues discussed during review of the project have been
the treatment of and setback from the drainage channel area, location and
accessibility of parking and driveways, the requested exception to the
condominium regulations regarding solar water heating and provision of
usable open spaces. The most significant change made during review of
the project was to eliminate Building 3 (shown on Sheet No. lA of
architectural plans, an earlier site plan) previously located between the
channel and Broad Street.
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Hii% COUNCIL AGENDA REPORT
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SIGNIFICANT IMPACTS
With mitigation measures noted in the attached initial study addressing
concerns with traffic, noise, grading, drainage channel treatment and
tree removals, no significant environmental impacts are expected from the
project.
CONSEQUENCES OF NOT TARING THE RECOMMENDED ACTION
If the council denies the tentative tract map, the project could not be
developed at this time as a condominium project with the sale of
individual units. The subdividers could apply for a Planning commission j
use permit to develop an apartment project on the site, The use permit
would be required because of the site's R-2-S zoning. A separate use !
permit was not required for the proposed project because a tract map was
also being processed (Section 17.56.040 of the zoning regulations) .
BACKGROUND
Data Summary
Address: 3360 Rockview Place
Subdividers: John and Kelly Mitchell; Douglas and Susan Redican j
Applicant/Representative: John Mitchell
Zoning: R-2-S
General Plan: Medium Density Residential
Environmental Status: A Negative Declaration of environmental impact was
granted by the Director on September 12, 1990.
Project Action Deadline: March 21, 1991
Site Description
The triangular-shaped project site consists of 1.56 acres (68, 083 square
feet) and has frontages on Rockview Place and Broad Street. The site is
composed of 4 lots of record. These existing lot lines will be
eliminated through the required subdivision map process to. create the
condominiums.
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The site's topography is not uniform. It is steeply sloping in the
northwestern corner before flattening out to a terrace in the central
portion of the site. Topography is again steep within an existing
drainage channel that crosses the site. The site beyond the top of the
channel's bank to Broad Street is fairly flat. Average site cross slope
is just under 15%.
A two-bedroom house exists on the northeastern portion of the site
between the drainage channel and the Broad Street frontage. The house
is proposed to be removed with development of the condominiums.
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ViN COUNCIL AGENDA REPORT
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Several mature trees and shrubs exist on the site. The most notable
specimen is a 24-inch Monterey Pine located near the site's entrance off
of Rockview which is proposed to be retained.
The Ridgepoint condominiums are located adjacent to the site on the
north. The surrounding neighborhood on the same side of Broad Street is
composed of single family homes and apartments. Cattle grazing occurs
on the open land across Rockview Place to the south. The southerly side
of Rockview Place is the southerly city limit line.
Project Description
I
The applicant is proposing to develop a 15-unit fee simple residential
condominium project on a 1.56-acre site zoned R-2-S. Eight buildings are
proposed - seven containing two units and one containing a single unit.
Six different unit plans are proposed with floor areas ranging between
1250 and 1750 square feet. Units are either two or three levels. Each
unit contains two bedrooms and is equipped with a two-car garage.
EVALUATION
The project site is a difficult one. It has a number of prominent
physical constraints that complicate its development including:
i
* an odd shape (triangular) ;
* steep slopes in parts;
* a drainage channel that crosses it; and
* an unusual amount of street frontage.
i
Each one of these factors influences the effective developable area of
the site, which in turn makes it more difficult to design a viable
project which conforms to city standards. The following paragraphs
discuss project issues: i
i
1. Density:
The General Plan designates this site as Medium Density Residential
allowing 12 units per net acre. Sites with average cross slopes less
than 15% are eligible for the maximum density allowed in the R-2 zone.
The subject site consisting of 1.56 acres has a maximum development
potential of 18.72 equivalent units.
The applicant's proposal for 15 two-bedroom units has an equivalent
density of 15 and is consistent with the allowed density.
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GOUNCIL AGENDA REPORT
2. Parking:
Proposed parking complies with zoning ordinance requirements, as well as
the 2.5 parking space per unit standard that the Planning Commission has
required for most condominium projects. Required parking is provided by
two-car garages for each unit and 8 uncovered guest spots - a total of
38 parking spaces (15 units x 2.5 = 37.5, rounded to 38) .
3. Internal Circulation:
Consistent with city and Caltrans directives, there is no vehicular
access to the project via Broad Street. All project street access is
obtained through a single driveway off of Rockview Place. This main
project driveway provides direct access to units on Lots 1-4 and Lot 16
and connects with a circular central driveway. The circular driveway
then connects to two narrower driveways that access units on the project
periphery. Concerns have been raised during project review with both the
accessibility of driveways and the lengths of individual unit driveways
in front of garages.
In response to concerns regarding maneuverability, the narrower, more
remote driveways have been increased in width from 16 feet to 18 feet.
The additional width more comfortably accommodates two-way traffic and
helps vehicles to better maneuver into steeper unit driveways. Driveway
maneuverability has also been improved by softening the radii between
project driveways and the circular drive.
A related concern is the tendency for vehicles to park in individual
driveways in front of garage doors and block portions of the common
driveways. This concern can be partially addressed by requiring
automatic garage door openers and by parking restrictions in the
project's C.C. & R.s. However, practically vehicles will park in spaces
in front of garage doors.
Staff has suggested that individual driveways leading to garages be
designed to effectively accommodate parking (18-20 feet in length from
the garage door to the edge of the common driveway) . The other less
optimal option would be to have garage doors close enough to common
driveways where spaces created would not be construed as a place to park.
The relationship of individual unit driveways and buildings to common
driveways is depicted on Sheet No. 1 of architectural plans.
The applicant has lengthened the driveways in front of some buildings
and shortened them in front of others in response to concerns of the
commissions and staff. This issue has still not been completely
addressed. Most of the spaces are too short to encourage parking, but
there are three driveways that are 15 feet long where visitors may be
encouraged to park (easternmost driveway of Building 4 (Lot 6) , lower
driveway of Building 8 (Lot 15) , upper driveway of Building 6 (Lot 11) ) .
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COUNCIL AGENDA REPORT
Staff feels that adjustments are not as critical with Building 4 since
topography is relatively flat here and it is the last unit on this
driveway. However, the other two driveways need to be adjusted because
of their steeper locations and to assure that open access to Building 7
(Lots 12 & 13) is maintained. Also it is critical that the shortest
driveway in front of Building 1 (Lot 2) is lengthened because of its
location in close proximity to the project entrance and the possibility
for conflicts given the number of vehicles that will frequently pass by
here.
To help discourage inappropriate parking in front of garages, the
Planning Commissiom recommended a condition that automatic garage door
openers be installed in all units. Additionally, the ARC in its motion
for schematic approval directed that driveways be further studied. Staff
feels that noted adjustments to driveway lengths can be handled by the
ARC.
4. Drainage Channel:
A drainage channel flows across the easterly portion of the site and is
proposed to remain mostly open with development. Flow in the channel is
intermittent, conducting storm drainage from the site and surrounding
properties. The channel is currently in a degraded condition, but does
support some riparian vegetation.
The initial study prepared for the project concludes that the channel in
its present condition does not provide a particularly unique or
attractive riparian habitat, but that it could be enhanced with native
vegetation to produce a focal amenity for the project. The drainage
channel in a partially open condition has been effectively incorporated
into the site plans for both the Annie Hall and Ridgepoint Condominiums
located just north of the project site.
a. setbacks from Channel:
I
To re-establish the riparian corridor the channel once afforded, staff
is requiring as a mitigation measure of the initial study that a 10-foot
setback from the top of the new creek bank be provided. The 10-foot
requirement was felt to be a minimum distance to allow for mature tree
planting between the top of bank and structures, planting that is
essential to the creation of a viable riparian zone. Project plans are
in compliance with the 10-foot setback requirement.
b. Location of and Partial Culverting of Channel:
Plans indicate that the channel's location and configuration would be
modified with development of the site. Changes include increasing the
bank height from 6 to 8 feet and extending the culvert from the property
to the north about 80 feet to terminate in an open channel above the
proposed pedestrian bridge.
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WMA;COUNCILAGENDAREPORT
The issue of partial culverting of the channel has been a prime topic of
discussion since the project was initially submitted. Staff's preference
would be to see the channel left entirely open across the site, rather
than partially culverted as shown on plans. That is the rationale behind
the initial study requirement for hydraulic calculations to be submitted
indicating that projected flow can be adequately accommodated in the
modified channel and possible alternatives to proposed culverting.
A letter has been submitted by the project engineer discussing some of
the reasons that the culvert needs to be extended and concerns with
maintenance if it is left partially open north of the roadway to Lots 6
& 7 (Building 4) . Because of the angle of the existing culvert on the
adjacent site to the north, the channel could not be left in an entirely
open condition across the project site. According to the engineer's
letter, it would be necessary to extend the culvert a minimum of 10-15
feet to properly align flow in an open channel on the project site.
After several meetings with the applicant and some internal deliberation,
staff feels it can support the applicant's drainage channel proposal.
While in staff's opinion, the ultimate solution would be to have the ,
channel entirely open and no development in the area between the channel
and Broad Street, staff feels that this is not physically realistic
because of engineering constraints (connection with the culvert to the
north) and probably unfairly limits the development potential of the
site. With the site plan submitted, the applicant would need to
eliminate at least two units to fully comply with the established 10-
foot setback requirement of an open channel. Staff feels that this would
be overly restrictive given the fact that the applicant has already
eliminated one unit and the fact that this channel is minor and does not
contain a significant riparian corridor. The Planning Commission and ARC
endorsed the applicant's latest drainage channel proposal.
While the applicant's proposal is somewhat of a compromise, staff feels
that it is a good one in terms of city goals for restoring riparian
corridors of creeks and drainage channels. The longest continuous span
of the channel will remain open and a degraded corridor will be restored.
An additional benefit is that a large open space on the westerly side of
the drainage channel has been created with the elimination of Building
3 which will allow more people access to and a place to enjoy the
restored corridor.
Pedestrian access to the open space area next to the drainage channel is
provided from Broad Street and is linked to the project by a pedestrian
bridge. Pedestrian access to the project from Broad Street is also
provided further to the north.
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1qWCOUNCIL AGENDA REPORT
5. Street Yard Treatments:
a. Broad Street Sound Wall:
A noise study submitted by the applicant and incorporated into the
initial study prepared for the project indicates that exterior noise
levels for Buildings 3 and 4 would be 66 decibels (6 decibels above the
allowed maximum of 60 decibels) . The report required that a 6-foot high
noise wall be installed along the north property line to the rear of the
outside living areas behind Building 4 (Lot 6 affected) . The applicant
shows the required wall on the site plan.
To help attenuate noise levels and to screen driveway and parking areas,
the applicant is proposing to berm and heavily landscape an area behind
the Broad Street sidewalk and front property line. A masonry sound wall
is also proposed in the street yard. Instead of being located along a
continuous line, the wall is stepped at locations to meander within the
street yard.
Staff has encouraged the applicant to continue the berming treatment used
in the Ridgepoint Condominium project landscaping to the north in the
Broad Street street yard. Overall staff feels that the proposed
combination of sound walls and berming will effectively attenuate noise
and be attractive.
The wall as proposed (6 feet at property line) would require an exception
from the city because of its height. The ARC from a design perspective
supported the sound wall as proposed. Since the wall is needed for sound
attenuation and does not create a safety hazard, the Planning Commission
recommended that a height exception be supported by the City Council.
Appropriate findings to support the exception are included in the
attached resolution of approval.
b. Rockview Street Yard Building Encroachments:
Two small corners of units on Lot 1 (closest point of building has a 16-
foot setback, about 30 square feet) and Lot 16 (closest point has a 14-
foot setback, about 50 square feet) encroach into the required 20-foot
street yard along Rockview Place. In staff ' s opinion, the encroachments
are minor and findings to allow the street yard exceptions could be made
as part of tract map approval. The Planning Commission endorsed approval
of this exception.
Plans also indicate that required private open space areas are proposed
in the street yard. The condominium regulations do not allow private
open space areas to be located within street yards. Exceptions to the
property improvement standards contained in the condominium regulations
require very specific findings to be made that are like variance
findings. In staff's opinion, all of the .required findings could not be
made.
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COUNCIL AGENDA REPORT
Instead of an exception to the condominium regulations, the Planning
Commission endorsed approval of a reduced street yard to accommodate
private yard areas. The zoning regulations allow street yards to be
reduced to 10 feet through a use permit.
Given the site constraints, including an inordinate amount of street
frontage, staff and the Planning Commission felt that findings could be
made to support an exception. The encroaching yard areas are fairly well
spaced apart so there would be a break between walls defining private
yards. Given spacing, topography and proposed landscaping, the
encroaching yard areas should not be visually overwhelming.
Ten-foot street yards are automatically allowed along the longer
frontages of corner lots approved before 1965 in the R-1 and R-2 zones.
The project site is composed of four lots of record (older than 1965) .
If individually developed, the southernmost lot would qualify for the
10-foot street yard along Rockview Place. However with combination of
the lots and resubdivision of the sites, the automatic 10-foot street
yard has been interpreted to not apply.
The attached resolution for tract map approval stipulates that all
private open space areas need to be set back at least 10 feet. Some
adjustments to the submitted plan would need to be made to accommodate
this, but appear workable and could be handled at the time of final
architectural review.
G. Condominium Development Regulations:
a. open Space Requirements:
For condominium projects in a R-2 zone, there are specific requirements
for private (250 square feet per unit) and total open space (750 square
feet per unit) .
The applicant has provided an open space plan. Staff has carefully j
checked the plan and has found errors in the open space area totals since
not all of the shaded areas meet requirements dimensionally or location-
wise (outside of the street yard) . Staff's calculations indicate that
qualifying private open spaces are provided for each unit, except for Lot
12 (the uppermost unit, Plan F. in the northwestern corner of Building
7) in terms of area requirements and dimensions. However, the private
open space areas for all of the units along Rockview encroach at least
partially into the required street yard (see previous section
discussion) . The City Council will need to approve a reduced street yard
exception to allow the encroachments.
The minor deficiency in the total private open space area (about 35
square feet) for Plan F in Building 7 (Lot 12 on tract map) could be met
by increasing the size of the upper front deck or modifying grading and
the location of the wall behind the unit.
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4COUNCIL AGEN®A REPORT
b. Solar Water Heating:
The city's condominium regulations require that solar water heating be
incorporated into proposed condominium projects. The applicant wants to
use alternative construction techniques such as double pane windows and
additional duct insulation to save energy, rather than solar water
heating. Exceptions to the property improvement standards contained
within the condominium regulations can be approved by making required
findings regarding exceptional circumstances at the time of tentative
tract map consideration. The ARC endorsed the idea of alternative
energy-savings techniques over providing solar water heating.
The applicant submitted extensive calculations prepared by a mechanical
engineer indicating how units could be constructed to provide comparable
energy savings to solar water heating. The City Plan Check Engineer
reviewed the calculations and found that additional energy-saving
construction techniques would need to be included to provide comparable
or greater energy savings than solar water heating systems. The
condominium regulations allow for exceptions to included requirements,
but do not specify alternatives to solar water heating. Therefore, there
are no specific set criteria as to what additional level of energy
savings would enable an applicant to not include solar water heating in
units.
The Plan Check Engineer suggested that the State Energy Code point system
point value system could be used to provide a comparable threshold of
energy savings for units. Units would need to provide a minimum point
value of +16 to provide energy savings approximately equal to the
installation of a solar water heating system.
A majority of the Planning Commission supported allowing alternative
energy-saving construction techniques to solar water heating.
Appropriate findings and conditions to support an exception are included
in blikOattached resolution of approval. If an exception is not
supported, then solar water heating would be required. Design and
details of collectors and systems would be reviewed by the ARC and staff.
c. Storage Areas:
Floor plans indicate that requirements for a minimum of 200 cubic feet
of enclosed, weatherproof and lockable private storage space will be met.
7. Landscaping/Tree Removals:
As previously mentioned, the current riparian corridor has been highly
disturbed and is in a degraded condition. While its value as significant
biological corridor is diminished by its physical separation from other
segments of the riparian corridor, the report recognizes that its
condition could be improved with project development. A mitigation
measure of the initial study calls for incorporation of the drainage
channel in the landscaping plan and the installation of native riparian
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lOUNCIL AGENDA DEPORT
plants along its banks.
A number of trees exist on the site. The status of all trees is
indicated on the site plan, Sheet No. 1 of plans. The City Arborist has
reviewed and does not object to proposed tree removals. The submitted
landscaping concept plan indicates that a variety will be added to the
site to compensate for the loss of trees proposed to be removed. A more
detailed landscaping plan will eventually need to be submitted. The ARC
has directed that tree removals be as limited as feasible given the
current drought and restrictions on new landscaping installation.
I
A neighbor that lives in the adjacent Ridgepoint Condominiums asked that
additional screening landscaping be incorporated into a more refined
project landscaping plan along the project's north property line. Review
of landscaping details will be handled by the ARC.
ALTERNATIVES
1. The council may continue review of the vesting tentative tract map to
allow revisions to plans or presentation of additional information.
Specific direction should given to the subdividers and staff.
2. The council may deny the vesting tentative tract map with findings.
Findings need to specify the reasons that the map is not supported.
Appropriate types of findings would be that the proposed subdivision
is not consistent with the general plan, would cause environmental
damage or would seriously affect public health and safety.
OTHER DEPARTMENT REVIEW
No other department has objected to the approval of this. project. The
concerns of other departments have been incorporated into recommended j
conditions of tract map approval or mitigation measures of the initial
study. j
RECOMMENDATION
Adopt the attached draft resolution which:
A. Concurs with the Community Development Director's determination of a
negative declaration based on the finding that there is no substantial
evidence that the project will have a significant effect on the
environment with the incorporation of recommended mitigation measures;
and
B. Approves the vesting tentative tract map for Tract 2010, including
exceptions to street yard setback standards and condominium
development standards, based on recommended findings and conditions.
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COUNCIL AGENDA REPORT
Attached: Draft Resolutions
Vicinity Map
Reduced Copy of Tract Map (Exhibit A)
Minutes of 1-30-91 Planning Commission meeting (to be distribut:d
Minutes of 12-17-90 and 9-17-90 ARC Meetings a- a later date)
Letter from Project Engineer
Initial Study ER 11-90
Enclosed: Tract Map (full size) , Architectural Plans
d:subdv\tr2010-3.wp
RESOLUTION NO. (1991 Series)
A RESOLUTION OF THE COUNCIL OF THE CITY OF SAN LUIS OBISPO
GRANTING APPROVAL OF TENTATIVE TRACT NO. 2010
LOCATED AT 3360 ROCKVIEW PLACE
BE IT RESOLVED by the Council of the City of San Luis
Obispo as follows:
SECTION 1. Findings. That this council, after
consideration of the tentative map of Tract 2010 and the Planning
Commission's recommendations, staff recommendations, and reports
thereof, makes the following findings:
1. The design of the tentative map and proposed improvements
are consistent with the general plan.
2. The site is physically suited for the type and density of
development allowed in an R-2-S zone.
3 . The design of the subdivision and the proposed improvements
are not likely to cause serious health problems, substantial
environmental damage or substantially and unavoidably injure
fish or wildlife or their habitat.
4. The design of the subdivision or the type of improvement
will not conflict with easement for access through (or use
of property within) the proposed subdivision.
5. The proposed project has been granted, and the City Council
hereby approves, a negative declaration of environmental
impact based on the following mitigation measures being
incorporated into the project.:
a. The existing northbound left-turn lane in Broad Street
at Rockview shall be lengthened with project
development to the approval of the City Engineer and
Caltrans.
b. The applicant shall install a six-foot high masonry
sound wall along the north property line to the rear of
the outside living areas provided behind Building 4
(Lot 6) .
C. The recommendations contained in the submitted soils
report regarding ground preparation for foundations,
dewatering techniques for wet underground soils,
compaction and maximum cut and fill slopes shall be
followed. Vegetation removal as preparation for
Resolution No. (1991 Series)
Tract 2010
Page 2
grading shall be consistent with tree removals shown on
plans approved by the Architectural Review Commission.
d. Consistent with Municipal Code Section 15.44 .270, all
graded surfaces shall be wetted, protected or contained
in such a manner as to prevent dust or spill upon any
adjoining property or street. The following measures
shall constitute the project's dust management plan and
shall remain in effect during all phases of that
project's construction:
(1. ) Regular wetting of roads and graded areas (at
least twice daily with complete coverage of all
active areas) ;
(2 . ) Increasing frequency of watering whenever winds
exceed 15 mph;
(3 . ) Cessation of grading activities during periods of
winds over 25 mph;
(4 . ) Direct application of water on material being
excavated and/or transported on-site or off-site;
(5. ) Watering material stockpiles; and
(6. ) Periodic washdowns, or mechanical streetsweeping,
of Broad Street and Rockview Place in the vicinity
of the construction site.
e. The applicant shall modify plans to show a minimum of a
10-foot setback between top of bank of the drainage
channel and structures. This would provide an adequate
area for growth of mature trees, and assist in the re-
establishment of the riparian habitat.
f. . Prior to consideration of the tentative map for the
project, the applicant shall submit appropriate
hydraulic calculations indicating that: a) projected
flow can be adequately accommodated in the modified
channel; and b) possible alternatives to proposed
culverting.
g. The drainage shall be incorporated into the landscaping
design and native riparian plants shall be planted
along its banks.
Resolution No. (1991 Series)
Tract 2010
Page 3
h. The applicant shall incorporate new trees into the
landscaping plan to compensate for trees removed to the
approval of the Architectural Review Commission.
i. If the Community Development Director determines that
the above mitigation measures are ineffective or
physically infeasible, he may add, delete or modify the
mitigation to meet the intent of the original measures.
6. Reduced street yard setbacks for Building 1, Lot 1, (no less
than 16 feet) and Building 9, Lot 16, (no less than 14 feet)
along Rockview Place as shown on the submitted site plan are
hereby approved because:
a. The requested exceptions are of a minor nature.
b. The reduced street yard will not adversely affect the
health, safety and welfare of persons residing on the
site or in the vicinity.
C. The street yard reduction is appropriate at the
proposed location given the inordinate amount of street
frontage and will be compatible with surrounding land
uses.
d. The requested street yard exception is important to the
design and is consistent with plans schematically
approved by the Architectural Review Commission.
7. Reduced street yard setbacks to accommodate private yard
areas for Lot 1 and Lots 12-16 (Buildings 1, 7, 8 and 9)
along Rockview Place (no less than 10 feet) are hereby
approved because:
a. There are circumstances of the site, such as its steep
topography, odd shape and multiple street frontages
that do not apply generally to land in the vicinity
with the same zoning which limit the development
potential of the site and it make it more difficult to
comply with all city development requirements.
b. The encroaching yard areas are fairly well spaced apart
so there would be a break between walls defining
private yards. Given spacing, topography and proposed
landscaping, the encroaching yard areas will not be
visually overwhelming.
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Resolution No. (1991 Series)
Tract 2010
Page 4
8. A wall height exception for the proposed masonry sound wall
located in the street yard along Broad Street as shown on
the submitted site plan is hereby approved because:
a. The proposed wall will not create any safety or
visibility hazards.
b. No public purpose would be served by strict compliance
with Section 17 .16. 050 of the zoning regulations in
this case.
9. An exception to the property improvement standards contained
in the condominium regulations to allow other energy-saving
construction techniques in lieu of solar water heating is
approved based on the following:
Findings
a. There are circumstances of the site, such as size,
shape, topography, distinct from land in the same
zoning, or compliance would not be practical because of
the location or site design;
b. The variance will not constitute a grant of special
privilege; an entitlement inconsistent with the
limitations upon other properties in the vicinity with
the same zoning; and
C. No feasible alternative to authorizing the exception
would satisfy the intent of city policies and
regulations.
d. Applicant is incorporating energy conservation measures
that meet or exceed those provided by solar water
heating above and beyond Title 24 requirements.
SECTION 2. Conditions. The approval of the tentative map
for Tract 2010 be subject to the following conditions:
1. All lots shall be served by individual sewer, water and
utilities. All new utilities within the tract shall be
placed underground in easements to the approval of the
appropriate utility company and the City Engineer. Water
meters shall be clustered in the public sidewalk to the
approval of the Public Works Department and the Utilities
Department.
Resolution No. (1991 Series)
Tract 2010
Page 5
2. Sewer and water mains shall be public and to city standards.
Easements over the main and access to mains shall be to the
approval of the City Engineer.
3. Final map shall note entire common lot area as a blanket
utility easement. (exclusive of buildings) acceptable to the
utility companies and City Engineer.
4. All on-site driveways, nonstructural parking improvements,
and utilities shall be installed as subdivision
improvements.
5. Subdivider shall remove and construct full width roadway on
Rockview Place per city standards with integral curb, gutter
and 4-foot sidewalk along the project side of the street,
and city standard asphaltic concrete berm on the opposite
side of the street to control drainage.
6. Subdivider shall install new 6-foot integral sidewalk along
the project's Broad Street frontage to the satisfaction of
the City Engineer and Caltrans.
7. Subdivider shall dedicate an easement over the drainage
channel for access and maintenance to the satisfaction of
the City Engineer.
8. The California Department of Fish and Game shall review and
approve all proposed culverting or bridging of the drainage
channel. Subdivider shall be responsible for payment of all
fees for such review as required by the Department of Fish
and Game.
9. Subdivider shall upgrade two existing fire hydrants to the
approval of the City Fire Chief and Utility Engineer.
Automatic fire sprinkler systems shall be installed in all
units.
10. Subdivider shall prepare conditions, covenants, and
restrictions (CC&R's) to be approved by the City Attorney
and Community Development Director prior to final map
approval. CC&R's shall contain the following provisions:
a. Creation of a homeowners' association to enforce the
CC&R's and provide for professional, perpetual
maintenance of all common area including private
driveways, drainage, parking lot areas, walls and
fences, lighting, and landscaping in a first class
condition.
Resolution No. (1991 Series)
Tract 2010
Page 6
b. Grant to the city the right to maintain common area if
the homeowners' association fails to perform, and to
assess the homeowners ' association for expenses
incurred, and the right of the city to inspect the site
at mutually agreed times to assure conditions of CC&R's
and final map are being met.
C. No parking except in approved, designated spaces.
d. Grant to the city the right to tow away vehicles on a
complaint basis which are parked in unauthorized
places.
e. Prohibition of storage or other uses which would
conflict with the use of garages for parking purposes.
f. No outdoor storage of boats, campers, motorhomes, or
trailers nor long-term storage of inoperable vehicles.
g. No outdoor storage by individual units except in
designated storage areas.
h. No change in city-required provisions of the CC&R's
without prior City Council approval.
i. Homeowners' association shall file with the City Clerk
the names and addresses of all officers of the
homeowners' association within 15 days of any change in
officers .of the association.
j . Provision of appropriate "no parking" signs and
red-curbing along interior roadways as required by the
City Fire Department.
11. All units shall be numbered in accordance with an addressing
plan approved by the Community Development Department.
12. Subdivider shall install a unit identification plan with
directory at the project entrance to the approval of the
Community Development Department.
13 . Subdivider shall install a 6-foot high masonry sound wall
along the site's northerly property line to the rear of the
outside living areas behind Building 4 (Lot 6) to attenuate
exterior noise to acceptable levels. Materials and design
of the wall shall be to the approval of the Architectural
Review Commission.
C� /7
Resolution No. (1991 Series)
- Tract 2010
Page 7
14. Subdivider shall pay any applicable traffic impact fees that
are adopted by the City Council prior to the recordation of
the final map.
15. All garages shall be equipped with automatic garage door
openers and occupants shall be provided with two remote-
control units.
16. A report from a qualified mechanical engineer shall be
submitted outlining how units will be constructed to provide
a minimum point value of +16 to in accordance with State
Energy Code to save energy equal to or exceeding the energy
savings gained from installation of a solar water heating
system. If the preceding condition cannot be acceptably
met, then solar water heating shall be required. Design and
details of collectors and systems shall be reviewed and
approved by the ARC and staff. Energy savings shall exceed
Title 24 requirements.
On motion of ,
seconded by and on
the following roll call vote:
AYES:
NOES:
ABSENT:
the foregoing resolution was passed and adopted this day
of , 1991.
Mayor
ATTEST:
City Clerk
Resolution No. (1991 Series)
Tract 2010
Page 8
APPROVED:
City A nistrative Officer
C' y torn
Community Deve o ent Director
r
RESOLUTION NO. (1991 Series)
A RESOLUTION OF THE COUNCIL OF THE CITY OF SAN LUIS OBISPO
DENYING APPROVAL OF VESTING TENTATIVE TRACT MAP NO. 2010
LOCATED AT 3360 ROCKVIEW PLACE
BE IT RESOLVED by the Council of the City of San Luis Obispo
as follows:
SECTION 1. Findings. That this council, after consideration
of the vesting tentative map of Tract 2010 and the Planning
Commission's recommendation, staff recommendation, and reports
thereof makes the following findings:
1. The site is not suited for the type and design of the
subdivision.
2. The proposed subdivision does not provide adequate
(specify deficiencies; open space, parking,
amenities) :
3. The proposed subdivision will be detrimental to the public
health, safety and welfare, or be injurious to other
properties in the vicinity.
SECTION 2. Denial. The request for approval of the vesting
tentative map of Tract 2010 is hereby denied.
On motion of , seconded by
and on the following roll call
vote:
AYES:
NOES
ABSENT:
o��d
Resolution No. (1991 Series)
Page 2
the foregoing resolution was passed and adopted this day of
1991.
Mayor
ATTEST:
City Clerk
APPROVED:
City Administrative Officer
Ci to ney
Community Devel4ment Director
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- Draft ARC Minutes
December 17, 1990
3 . ARC 90-33 : 3360 Rockview Place; new 15-unit residential
condominium complex; R-2 zone; schematic review.
Pamela Ricci, Associate Planner, presented the staff report,
recommending the commission grant schematic approval.
John Mitchell, applicant, responded to the staff report and
requested schematic approval.
Conn . Gates suggested the applicant look at providing pedestrian
access off of Rockview.
Commr. Underwood expressed concerns with the overlook. He also
noted problems with proposed driveways and felt the project still
needed fine-tuning. He wanted to see a better landscape buffer
provided on the northerly property line. He agreed that the grids
in windows should be eliminated.
Commr. Bradford felt the parking needed work and wanted to see more
parking provided in the driveways. She felt the walks should not
be included as qualifying open space. She liked the proposed lawn
and creek area. She was disappointed about some of the tree
removals, especially since the drought would postpone installation
of proposed new tree plantings.
Commr. Gates was concerned about Buildings 7 and 8 and wanted them
resited. She suggested that there be interior access between the
units and garages.
Commr. Cooper felt the 6-foot sound wall was aesthetically
acceptable. He wanted to see more landscaping provided along the
northerly property line. To deal with overlook issues, he
suggested that window locations between buildings 5 and 6 return
to the ARC in plans submitted for final approval. He suggested the
applicant consider a different siding and wanted to make sure that
hardboard was used.
Commr. Morris felt that driveways still need some adjustment. He
also wanted some of the private open space improved. He liked the
idea of a common space between buildings 7 and S . He supported the
project but was anxious to see more information on the landscaping.
Commr. Cooper moved to grant schematic approval with direction to
further study driveways, add landscaping along the joint property
line with the Ridgepoint Condominiums, augment open spaces, save
as many existing trees as possible, and clarify potential overlook
concerns between buildings.
��
Draft ARC Minutes
Page 2
Commr. Underwood seconded the motion.
AYES: Cooper, Underwood, Bradford, Morris
NOES: Gates
ABSENT: Phillips (one vacancy)
The motion passed..
. a-as
ARC Minutes
September 17, 1990
Page 9
parking and find a better entry for the apartment. He felt the cantilever was
inappropriate.
Commr. Morris felt apartments were a preferred use for the site over a single-family
house. He felt the house was too large for the site and that insufficient open space
was provided. He wanted to see the cantilever eliminated. He could not support the
setback exceptions. He suggested adding more landscape buffering.
Commr. Gates moved to continue the project with direction to restudy the project's
functionality and appearance, requested yard reductions, and lack of useable open
space.
Commr. Cooper seconded the motion.
AYES: Gates, Cooper, Morris, Phillips, Underwood, Bradford
NOES: None
ABSENT: Chatham
The motion passes.
...I.
8. 3360 Rockview Place; new 16-unit residential condominium ; R-2-
S zone; schematic review.
Pamela Ricci, Associate Planner, presented the staff report recommending the
commission continue the project with direction.
John Mitchell, applicant/representative, responded to the staff report and indicated a
10-foot setback along Rockview was justified. He distributed photographs of adjacent
properties and explained the justification for proposed encroachments along Rockview
Place. He felt that 16-foot driveways were adequate. He explained how proposed
open spaces conformed with regulations. He also explained the design concept, noting
that buildings would be unique instead of repeating building forms. He did not want
to use solar panels.
Dave Foote, landscape architect, discussed the merits of the riparian habitat at this
location. He noted that different types of plant materials that would be installed
along the drainage channel. He indicated that individual privacy fences would be low-
level to allow visual access to the creek.
ARC Minutes
September 17, 1990
Page 10
John McKenzie indicated that adequate building setbacks were needed between the
proposed project and the existing Ridgepoint project. He also wanted to see
adequate landscaped buffering between the two properties.
Commr. Bradford supported the idea of energy saving alternatives to mandatory solar
water heating. She also liked the circular driveway. She wanted open space provided
along Broad Street and the drainage channel developed as an amenity and a riparian
corridor. She felt some of the open space areas do not meet the standards. She was
concerned with the setbacks of the garages and wanted to see them pulled further
back or closer to the driveways. She felt that the garages for building 7 were not
very accessible. She also felt that some of the parking areas were difficult to
maneuver into. She was more concerned with the Broad Street setback exceptions
than the Rockview encroachments. She was concerned that left-turns from Rockview
onto Broad would be delayed.
Commr. Gates felt the units were too large. She suggested designing individual
driveways and garages to discourage parked vehicles from blocking the main
driveways. She felt there was not enough guest parking. She liked the berming,
building design, and ideas for alternatives to solar water heating.
Commr. Underwood felt the drainage swale should be highlighted. He wanted to see
Buildings 3 and 4 eliminated and the creek oriented closer to Broad Street. He was
concerned that the units were large. He suggested providing open space on multi-
levels. He wanted to see interior stairwells from the garages to the living areas of
the up-slope units. He felt there should be consistency in amenities for all the units.
He felt since the buildings have enough interest already, the windows and doors could
be simplified.
Commr. Cooper felt that.pop-in muntins were.becoming as overused as agapanthus in
projects. He felt that the layout of garages and driveways should be further studied
to improve accessibility. He felt T-type turnarounds at the end of the driveways
would be appropriate. He wanted Buildings 5 and 6 back further pulled from the
northerly property line. He also wanted more useable open space provided in the
center of the circular driveway and better communal access provided to the creek
area.
Commr. Phillips felt the optimum plan would eliminate units in the Broad Street
street yard and wanted that area kept as open space. She felt the applicant should
consider smaller units.
Commr. Morris liked the architecture of the proposed buildings. He felt good
materials and layout were used. He liked the circular driveway. He asked that
consideration be made in changing the paving material to soften the appearance of
ARC Minutes
September 17, 1990
Page 11
driveway areas in the vicinity of Buildings 6, 7 and 8. He also wanted to see better
open space areas provided.
Commr. Cooper moved to continue the project with direction to restudy: the location
of the drainage channel, locations and appropriate building setbacks from it;
accessibility of parking spaces and garages; provision of qualifying usable private open
space for the units; and street yard treatments.
Commr. Bradford seconded the motion.
AYES: Cooper, Bradford, Gates, Morris, Phillips, Underwood
NOES: None
ABSENT: Chatham
The motion passes.
COMMENT & DISCUSSION
The commission discussed the applicable creek setback standards and hillside
standards to various projects. They indicated a desire to have a joint meeting with
the Planning Commission to discuss matters of mutual interest including density and
parking standards.
On motion of Commr. Morris, seconded by Commr. Bradford, the meeting adjourned
at 10:25 pm. to a regular meeting of the Architectural Review Commission for
October 1, 1990, at 5:00 p.m. in the Council Hearing Room (Room 9) of City Hall,
990 Palm Street.
Respectfully submitted,
Pamela Ricci
Recording Secretary
aag
COWLETE ENGINEERING, SURVEYING, AND PLANNING SERVICES
Pam Ricci
City of San Luis Obispo
Planning Dept
990 Palm Street
San Luis Obispo, CA 93401
Re: Channel conf euration for Tract 2010
Dear Pam,
Two 48" culverts empty into the existing drainage channel at an angle of approximately
30 degrees with the channel alignment. It will be necessary to extend these culverts
approximately ten to fifteen feet to properly align the flow with the existing channel. .
This would leave a section of approximately 45' of channel between their outlet and the
access road to bu�Ti ding 4. In maldng a decision of whether or not to culvert this
section of channel please consider the following facts.
Bridge
The amount of water which is calculated to flow in this channel for a 100 year storm is
approximately 246 cubic feet per second. In the proposed channel configuration this
can be contained within a depth of approximately 2.75 feet once it has reached steady
state conditions. This would require a bridge with a length of approximately 25 span to
clear the 100 year flood plain. This size structure would be extremely disproportionate
for this channel.
Maintenance
If this section were to remain open it would create a maintenance nightmare. Access
would be very difficult which means it would most likely fall into a state of
unsightliness and disrepair. Weeds would grow and trash would build up both of
which would impair the channels ability to convey storm water. This could lead to
fo^.dkig, and damage to structures.
City Engineering Comments
In their preliminary evaluation of the project the city Engineering department
recommended that the channel be culverted up to a point which would obviate the need
for a bridge.
979 OSOS STREET, SUITE F SAN LUIS OBISPO, CALIFORNIA 93401 (805) 544.7407 FAX (805) 544.3863
Pam Ricci
M90112/Tract 2010
P. 2
Reduction of Channel Efficiency
If the section of the channel is allowed to remain open and culverts are placed under the
road a 6 foot head wall will be required to contain the water sufficiently to force it
through the culverts. This is approximately two feet higher than the proposed channel
depth and will cause flooding on either side of the channel with possible damage to
adjacent structures.
Visual Impacts
Because it is nearly impossible to see this section of the channel from any of the
neighbor streets there will be no benefit realized by leaving it open. In addition, the
pedestrian bridge that is attached to the exit culvert wall, gives the illusion that the
drainage channel does continue to the North.
Conclusion
In the interest of maximizing channel efficiency, eliminating the possibility of flood
damage to structures and five and eliminating a potential maintenance problem it is
strongly recommended that this section of the channel be culverted.
If you have any questions please call me at 544-7407.
Sincerely,
ll �
Michael F. Cannon, PE
MFC:cs
M90112
�-3a
city o� san tuis OBISPO
d INITIAL STUDY OF ENVIRONMENTAL IMPACT
SITE LOCATION 3340 FQ4-kVIEW p[aCe APPLICATION NO. FR II-90
PROJECT DESCRIPTION n 1 '1yjdh d I(e un+ Ye51APn+iAl r-And0minitlm .
APPLICANT lTt3kyL
STAFF RECOMMENDATION:
X NEGATIVE DECLARATION x MITIGATION INCLUDED
EXPANDED INIITIAL STUDY REQUIRED n ENVIRONMENTAL IMPACT REPORT REQUIRED
PREPARED BY
-PAW y1 7-A5Snr 'A+ Planner _DATE 9 - 10- 90
COMMUNITY DEVELOPMENT DIRECTOR'S ACTION' I DATE .4/t.5/90(�
Kvne FLEr7 KEC�I�TiV� I"
SUMMARY OF INITIAL STUDY FINDINGS
L DESCRIPTION OF PROJECT AND ENVIRONMENTAL SETTING
IL POTENTIAL IMPACT REVIEW POSSIBLE ADVERSE EFFECTS
A. COMMUNITY PLANS AND GOALS ................................................... N An
...............................
B. POPULATION DISTRIBUTION AND GROWTH.......................................... n 0
C. LAND USE .......................................................................
on
0. TRANSPORTATION AND CIRCULATION .............................................. MaVI7e
E PUBCICSEpVICE.ic .................................................................
N one
F. UTILITIES.............................................................. ......
G. NOISE LEVELS .......... 1 e 5
. ................................
H. GEOLOGIC&SEISMIC HAZARDS&TOPOGRAPHIC MODIFICATIONS .................... Mavbe+
I. AIR QUALITY AND WIND CONDITIONS............................................... Ma�the
J. SURFACE WATER FLOW AND QUALITY .............................................. Yes
K PLANT LIFE....................................................................... -
Maa,l�
N�nl1
LANIMAL LIFE..................................................................... w
M. ARCHAEOLOGICAL/HISTORICAL ................................................... �`��f1
N. AESTHETIC ......................................................................
None
O. ENERGYfRESOURCE USE .......................................................... Nnnc*
P. OTHER ......... ...............................................................
hl.STAFF RECOMMENDATION
'SEE ATTACHED REPORT 56415
ER 11-90
Page 1.
L DESCRIPTION OF PROJECT AND ENVIRONMENTAL SETTING
The triangular-shaped project site consists of 1.6 acres (68,083 square feet) and has
frontages on Rockview Place and Broad Street. The site is composed of 4 lots of record.
These existing lot lines will be eliminated through .the required subdivision map process
to create the condominiums.
The site's topography is not uniform. It is steeply sloping in the northwestern comer
before flattening out to a terrace in the central portion of the site. Topography is again
steep within an existing drainage channel that crosses the site. The site beyond the top
of the channel's bank to Broad Street is fairly flat. Average site cross slope is just under
15%.
A house exists on the northeastern portion of the site between the drainage and the
Broad Street frontage. The house is proposed to be removed with development of the
condominiums. Demolition of the house will be considered at the time project plans are
reviewed by the Architectural Review Commission.
Several mature trees and shrubs exist on the site. The most notable specimen is a 24-
inch Monterey Pine located near the site's entrance off of Rockview which is proposed
to be retained.
The Ridgepoint condominiums are located adjacent to the site on the north. The
surrounding neighborhood on the same side of Broad Street is composed of single family
homes and apartments.
The applicant is proposing to develop the site with 16 fee-simple condominiums (all two-
bedrooms). The proposed density of 16.00 equivalent units is under the allowed
maximum density of 18.72 equivalent units.
II. POTENTIAL IMPACT REVIEW
D. Transportation and Circulation
1. Traffic Volumes Attributable to Project
Using trip generation standards contained in the Institute of Traffic Engineers
(ITE) manual, the proposed project would add 13.23 trips during the afternoon
peak hour. According to the Broad-Orcutt General Plan Amendments traffic
study prepared by Keith Higgins in December 1989, afternoon total (both
northbound and southbound traffic) peak hour volumes on Highway 227 (Broad
Street) adjacent to the site is 2293 trips. The additional traffic added by the
project represents about 0.5% of the afternoon peak hour traffic volume and is
considered minor.
ER 11-90
Page 2
Most of the traffic exiting the project will access Broad Street at Rockview.
Vehicles making right-hand turns to head south on Broad from the Broad-
Rockview intersection will experience minor delays, but vehicles attempting left-
hand turns from the same intersection to drive north will frequently experience
more significant delays. It can be expected that a smaller percentage of exiting
vehicles would travel north on Rockview to exit onto Broad Street from either
Sweeney Lane, Perkins Street or Stoneridge Drive.
Conclusion: Not significant.
City Engineering staff has concluded that the minimal amount of traffic the
proposed project will generate is not significant and does not warrant installation
of a traffic signal or other intersection improvements at Broad and Rockview.
This conclusion is confirmed by the Higgins report (1989) previously mentioned
which did not specify any intersection. improvements at Broad and-Rockview.
Mitigation Measure: None required.
2. Protected Turns from Broad Street to Rockview
Because of the large volumes of traffic travelling at relatively high rates of speed
in the southbound lanes of Broad Street adjacent to the site, northbound vehicles
wishing to make a left-hand tum from Broad onto Rockview need to have a
protected area to wait until traffic clears .to complete their turn.
Caltrans has suggested that storage for the northbound left-turn lane in Broad
Street at its intersection with Rockview be increased.
Conclusion: May be significant.
Mitigation Measure:
The existing northbound left-tum lane in Broad Street at Rockviewshall be
lengthened with project development to the approval of the City Engineer and
Caltrans.
F. Utilities:
The proposed project is expected to use about 4.16 acre feet of water per year
from city sources. The city's overall strategy toward water resources is to better
manage consumption by incorporating water conserving fixtures and landscaping,
and by developing additional water resources.
-93
ER 11-90
Page 3
The city has adopted regulations to control increases in water use due to
development, and to help correct the current imbalance between water use and
supply. The regulations limit issuance of building permits, and are expected to
mitigate water-use impacts.
Conclusion: May be significant.
The subdivision can be processed, but issuance of building permits may be
postponed depending on the water situation at the time when house plans are
submitted for review. Building permits will not be issued for new projects (those
received for discretionary review after 3-15-89) until the city's current drought
situation is relieved, either by adequate rainfall or by a substantial new water
supply, unless the applicant chooses to offset water use impacts. The city will
allow water allocations for the proposed condominium units if the developer
retrofits plumbing fixtures in the city to save a minimum of twice the amount of
water their units would use.
MitigationMeasure: None required.
G. Noise Levels
The city's 1975 Noise Element identifies an area about 60 feet wide along the
site's Broad Street frontage as being subject to noise exposure levels that exceed
the decibel range identified as being normally acceptable for residential uses (in
excess of 60 decibels Ldn). This conclusion is further supported by noise
measurements taken at the site by the applicant's noise consultant Harold Cota
that indicated a noise level of 66 decibels Ldn. Staff required the applicant to
submit a noise study evaluating noise impacts on the site. That noise study
prepared by Donald O. Asquith, The Morro Group, July 6, 1990, is incorporated
into this initial study herein by reference.
Providing acceptable interior noise levels (45 decibels) can be fairly easily
accommodated through use of certain building materials and construction
techniques. Reducing exterior noise levels to acceptable levels is generally more
difficult
To help attenuate noise levels and to screen driveway and parking areas, the
applicant is proposing to berm and heavily landscape an area behind the Broad
Street sidewalk and front property line. A masonry sound wall iste walled
in the street yard. Instead of being located along a continuous line, the
is
stepped at locations to meander within the street yard. The wall also varies in
height It is four feet high on top of berms, eight feet high closest to the street
and six feet high along the north property line.
ER 11-90
Page 4
Conclusion:
Most project usable outdoor private and common open space areas are located
behind buildings and are therefore protected from the direct noise source.
However, the units in Buildings 3 and 4 would be affected by exterior noise levels
exceeding city standards. The submitted noise study concludes that proposed walls
and berming will mitigate exterior noise levels for Building 3, but not Building 4.
Mitigation Measure:
The applicant shall install a six-foot high masonry sound wall along the north
property line to the rear of the outside living areas provided behind Building 4.
Based on this recommended mitigation, the applicant has revised plans to show
the six-foot high wall along the north property line.
H. Geologic and Seismic Hazards and Topograuhic Modifications
The site lies in an area identified by the Seismic Safety Element of the General
Plan as having a high potential risk of landslide during seismic activity. Beyond
the landslide risk during an earthquake, there is a danger for earth movement on
the site with heavy rains because of the heavy clay soils and steep slopes. The
surrounding area is also known to have shallow aquifers which present their own
special development concerns.
Significant cuts are proposed in the steep western portion of the site to
accommodate proposed buildings. Moderate filling will occur in the lower
portions of the site. Changes to the contours in and around the drainage channel
are also shown.
The primary concerns with site development are the potential for differential
settlement and expansive soil conditions.
Conclusion: May be significant. A detailed soils and geology report needs to
be submitted with the tentative map to adequately evaluate the proposed
development's effect on the site and the need for special tract conditions regarding
grading and construction techniques.
Mitigation Measure:
The recommendations contained in the submitted soils report regarding ground
preparation for foundations, dewatering techniques for wet underground soils,
compaction and maximum cut and fill slopes shall be followed. Vegetation .
removal as preparation for grading shall be consistent with tree removals shown
on plans approved by the Architectural Review Commission.
ER 11-90 \
Page 5
I. Air Ouality
1. Short-term Impacts
During project construction, there will be increased levels of fugitive dust
associated with construction and grading activities, as well as construction
emissions associated with heavy duty construction equipment.
Conclusion: May be significant.
Mitigation Measure:
Consistent with Municipal Code Section 15.44.270, all graded surfaces shall be
wetted, protected or contained in such a manner as to prevent dust or spill upon
any adjoining property or street. The following measures shall constitute the
project's dust management plan and shall remain in effect during all phases of
that project's construction:
a. Regular wetting of roads and graded areas (at least twice daily with
complete coverage of all active areas);
b. Increasing frequency of watering whenever winds exceed 15 mph;
C. Cessation of grading activities during periods of winds over 25 mph;
d. Direct application of water on material being excavated and/or transported
onsite or offsite;
e. Watering material stockpiles; and
f. Periodic washdowns, or mechanical streetsweeping, of Broad Street and
Rockview Place in the vicinity of the construction site.
2. Long-term Impacts
The project size is below the threshold level that the San Luis Obispo Air
Pollution Control Board (APCD) has requested the city refer to them. APCD did
not make specific recommendations for mitigation measures given the relatively
small size of the project.
Conclusion: Not significant.
Mitigation Measure: None required.
� 3�
ER 11-90
Page 6
J. Surface Water Flow and Oma litX
A drainage channel flows across the easterly portion of the site and is proposed
to remain mostly open with development. Flow in the channel is intermittent,
conducting storm drainage from the site and surrounding properties. The channel
is currently in a degraded condition, but does support some riparian vegetation.
The main advantages to maintaining the open channel are its scenic potential as
a project amenity and its potential as a riparian environment.
1. Building Setbacks from Channel
The city's draft administrative creek policy encourages riparian corridors to be
preserved or enhanced and calls for setbacks from the top of banks to achieve this
goal Setbacks allow for substantial tree planting between top of bank and
structures enhancing the riparian character and minimise the need for future creek
improvements for flood protection.
Several of the project buildings are located either within the proposed channel
or within 10 feet of the top of bank.
Conclusion: May be significant.
Mitigation Measure:
The applicant shall modify plans to show a ,minimum of a 10-foot setback between
top of bank and structures. This would provide an adequate area for growth of
mature trees, and assist in the re-establishment of the riparian habitat.
2. Channel Flow
Plans indicate that the channel's location and configuration would be modified
with development of the site. Changes include increasing the bank height from
6 to 8 feet and extending the culvert from the property to the north about 40 feet
to terminate in a new headwall.
The city's preference in reviewing changes to drainage channels with new projects
is to keep open as much of the channel as possible, and to limit the amount of
culverting. According to city Engineering staff, the additional culverting may be
needed to connect with the culvert on the adjacent property to the north because
of the trajectory of the existing culvert.
ER 11-90
Page 7
Changes to the alignment of the channel may affect the volume or rate of now
it can accommodate. If flow is more restricted, then the regeneration of
vegetation and animals in the riparian corridor could be adversely affected and
there may be increased chances of flooding. This could also have potentially
adverse impacts on existing habitats within Acacia Creek further downstream.
Conclusion: May be significant.
Mitigation Measure:
Prior to consideration of the tentative map for the project, the applicant shall
submit appropriate hydraulic calculations indicating that: a) projected flow
can
aties
adequately accommodated in the modified channel; and b) possible
to proposed culverting.
K Plant Life
The possible existence of rare plants associated with serpentinitic outcroppings
found on the site have been investigated and documented in a report prepared by
Dr. V.L Holland (July 1990). That report is incorporated herein by reference.
Dr. Holland found no rare plants during his survey of the site and concludes in
his report that the project site is beyond the zone where serpentine endemics
would be expected to be found. However, his report does provide some specific
recommendations regarding restoration of the riparian habitat associated with the
drainage channel.
1. Riparian Corridor
As previously mentioned, the current riparian corridor has been highly disturbed
and is in a degraded condition. While its value as a significant biological corridor
is diminished by its physical separation from other segments of the riparian
corridor, the report recognizes that its condition could be improved with project
development.
Conclusion: May be significant.
Mitigation Measure:
The drainage shall be incorporated into the landscaping design and native riparian
plants shall be planted along its banks.
ER 11-90
Page 8
2. Introduced Ornamental Trees
A number of trees exist on the site. The status of all trees is indicated on the
site plan, Sheet No. 1 of plans. Several trees are proposed to be removed.
Removal of these trees will change the number and diversity of plant species on
the site.
Conclusion: May be significant. The most significant tree specimens are
proposed to be retained. Where feasible, existing mature trees shall be retained
and incorporated into the project landscaping plan. Addition of trees on the site
as indicated on the project landscaping plan will compensate for the loss of trees
proposed to be removed.
Mitigation Measure:
The applicant shall incorporate new trees into the landscaping plan to compensate
for trees removed to the approval of the Architectural Review Commission.
L Animal Life
The site undoubtedly supports some small animals. These animals likely use the
project site as well as other undeveloped sites in the vicinity. Since there are
available sites in the area for continued use by these animals, loss of the habitat
the project site affords will not be a significant environmental impact.. .
The riparian zone along the existing drainage swale is not particularly significant
in terms of wildlife. The water source enriches the zone with amphibians, but this
is seasonal. Retaining the channel in an open condition will preserve the
biological value this zone presently offers.
The project will have no significant adverse impacts on animal life since there is
no indication that the site supports any rare or endangered species.
M. Archaeological/Historical:
The city has drafted interim archaeological survey guidelines and procedures.
These procedures identify when archaeological surveys need to be conducted for
sites.. The project site because of its size and the fact that a drainage channel
crosses it meets identified criteria for requiring a survey.
The applicant has submitted an archaeological survey which is incorporated herein
by reference. No significant cultural or archaeological impacts were identified on
the site or in the vicinity of the site as a result of the field survey and maps and
records research.
ER 11-90
- Page 9
Conclusion: Not significant.
Mitigation Measure: None required.
O. F,.nerMatsource Use:
The city's condominium regulations require that solar water heating be
incorporated into proposed condominium projects. The applicant wants to use
alternative construction techniques such as double pane windows. and additional
duct insulation to save energy, rather than solar water heating. The Mechanical
Engineering firm of Brummel, Myrick & Associates prepared a report for the
applicant which analyzes the relative energy savings of solar water heating versus
the proposed alternative construction techniques.
Conclusion: May be significant. The Chief Building Official is reviewing the
report to determine whether or not its conclusions regarding relative energy
savings are valid. If the applicant's proposal resulted in the same or greater
energy savings, then it would not be considered a significant environmental impact.
Exceptions to the property improvement standards contained within the
condominium regulations can-be approved by making required findings regarding
exceptional circumstances at the time of tentative tract map consideration.
Mitigation Measure: None required.
III. STAFF RECOMMENDATION
Staff recommends that a negative declaration be prepared for this project with
noted mitigation measures incorporated into the project If the Community
Development Director determines that the mitigation measures outlined in this
initial study are ineffective or physically infeasible, he may add, delete or modify
the mitigation to meet the intent of the original measures.
j.-* 0
ER 11-90
Page 10
ENVIRONMENTAL REVIEWER 11-90
SUMMARY OF MITIGATION MEASURES
In conformance with AB 3180, the following mitigation measures will be monitored by
reviewing the plans during architectural review and tentative tract map consideration, final
map review and building permit plan check:
1. The existing northbound left-turn lane in Broad Street at Rockview shall be
lengthened with project development to the approval of the City Engineer and
Caltrans.
2. The applicant shall install a six-foot high masonry sound wall along the north
property line to the rear of the outside living areas provided behind Building 4.
3. The recommendations contained in the submitted soils report regarding ground
preparation for foundations, dewatering techniques for wet underground soils,
compaction and maximum cut and fill slopes shall be followed. Vegetation removal
as preparation for grading shall be consistent with tree removals shown on plans
approved by the Architectural Review Commission.
4. Consistent with Municipal Code Section 15.44.270, all graded surfaces shall be
wetted, protected or contained in such a manner as to prevent dust or spill upon
any adjoining property or street. The following measures shall constitute the
project's dust management plan and shall remain in effect during all phases of that
project's construction:
a. Regular wetting of roads and graded areas (at least twice daily with complete
coverage of all active areas);
b. Increasing frequency of watering whenever winds exceed 15 mph;
C. Cessation of grading activities during periods of winds over 25 mph;
d. Direct application of water on material being excavated and/or transported
onsite or offsite;
e. Watering material stockpiles; and
f. Periodic washdowns, or mechanical streetsweeping, of Broad Street and
Rockview Place in the vicinity of the construction site.
ER 11-90
Page 11
5. The applicant shall modify plans to show a minimum of a 10-foot setback between
top of bank of the drainage channel and structures. This would provide an adequate
area for growth of mature trees, and assist in the re-establishment of the riparian
habitat.
6. Prior to consideration of the tentative map for the project, the applicant shall submit
appropriate hydraulic calculations indicating that: a) projected flow can be
adequately accommodated in the modified channel; and b) possible alternatives to
proposed culverting.
7. The drainage shall be incorporated into the landscaping design and native riparian
plants shall be planted along its banks.
8. The applicant shall incorporate new trees into the landscaping plan to compensate
for trees removed to the approval of the Architectural Review Commission.
9. If the Community Development Director determines that the above mitigation
measures are ineffective or physically infeasible, he may add, delete or modify the
mitigation to meet the intent of the original measures.
d:erll-90.wp
HAROLD M. COTA, Ph.D. ,P.E.
NOISE CONSULTANT
1210 Woodside Drive
San Luis Obispo ,CA
93401
Mr. John Mitchell
1012 Pacific A-1
San Luis Obispo, CA 94301
Subject: Noise Report on CORNERSTONE Project
Dear John, June 25 , 1990
At you request, I carried out a noise survey on the 'site of
the proposed Cornerstone project at 3360 Rockview Place in
San Luis Obispo,CA.
Measurements were made with a Quest 22B Integrating Sound
Level Meter at the location indicated on the copy of the blue
print you provided.
The LDN and CNEL were determined to be 66 dBA. It was
estimated that most vehicles were travelling at least 45 mph
by the site . In discussing this with a long time resident on
the site, this has been the case since the road was widened
since the posted speed limit is 55 mph.
Sincerely,
FE c p �gsl 2 .
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July 6, 1990
Mr.John Mitchell
1012 Pacific Street, Suite Al
San Luis Obispo, CA 93401
SUBJECT: Cornerstone Project,Attenuation of Noise Wall/Berm
Dear John:
At your request, I have conducted an evaluation of the reductions in noise levels resulting from the
provision of a combination wall and berm extending along the exposure of the project to South
Broad traffic noise. The report prepared by Dr. Cota indicates a noise level at the site of 66 dBA
(Ldn or CNEL), but it does not state the exact location of this noise level. However, based on a
study we did at the old brickyard about a year ago, this level would appear to be reasonable for
locations at the closest points to South Broad of the outside living areas of Buildings 3 and 4.
Using this value, the required noise reduction is 6 dBA.
Methodology
Our estimation of the reductions in noise levels that would result from the proposed wall/berm is
based on a computer version of the Federal Highway Traffic Noise Prediction Model (FHWA-RD-
77-108) for finite wall lengths. The program takes into account two line sources of traffic
consisting of automobiles, medium trucks and heavy trucks, each having a different source
elevation above the pavement(6 sources in all). The proposed wall/berm has been simplified to be
a linear wall extending from the north property line to a point approximately 75 feet south of the
south edge of the outside living area of Building 3 (Figure 1). The program was run for wall
heights of 5 feet to 10 feet, with receivers 5 feet above ground level and located as shown on
Figure 1.
Results
The results of the computer run are attached at the rear of the report, and are summarized as
follows:
• Noise levels on the northerly side of Building 4 would be reduced only 2.3 to 2.9 dB
by the wall. If the effects of the building are included, the reduction would be 3.0 dB.
However, the reduction cannot exceed 3.0 dB (elimination of half the noise) unless the
wall is extended along the northerly properly line to the rear of the outside living area.
• Noise levels in the outside living area of Building 3 would be reduced by 6.0 to 7.7 dB
with this wall configuration. Your proposal to replace the southerly 45 feet of wall
with a 6-foot berm located southeasterly of the outside living area would produce
similar or better results, as berms are about 50% more efficient than walls in reducing
noise.
Environmental services P.O. Box 6297, Los Osos, CA 93412 • 805,528.2187
-��
Recommendations
Based on the calculations, your proposal will be adequate for the Building 3 outside living area,
but not for that for Building 4.
Noise levels in the Building 4 outside living area can be reduced to below 60 dBA by constructing
a 6-foot block wall along the northerly property line to the rear of the outside living area.
Should you have any questions on the above,please call me at 528-2187.
Sincerely,
Donald O. Asqui
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PROJECT : Cornerstone
LOCATION: Next to South Broad
SOURCE AND BARRIER GEOMETRY:
Left Coordinates Right Coordinates
Hori: . Vert . Elev . Horiz . Vert . Elev .
Near lane of road: 0 15 0 1000 1?5 0
Far lane of road: 0 231 0 1000 231 0
Base of •barrier : 500 165 0 ?40 165 0
RECEIVER GEOMETRY:
Receiver Hori= . Vert . Elev . Source Ana.
1 505 100 5 153.5
2 505 140 5 167.4
3 600 150 5 16?.3
4 665 150 5 163.5
5 665 135 5 164 .7
BARRIER CONFIGURATIONS:
Left End Rioht End
Sequence Heieht Elevation Height Ele'vatlon
1 5
2 6 6 6 6
3 ? 1 ? 7
4 S B S
5 S g ;
6 10 10 10 10
TRAFFIC DISTRIBUTION-
Tetal Autos M. Tr . H. Tr .
Near, lane `0 45 3 2
Far lane G'_ 45 3
ATTENUATIONS: ':Reflection rficient : 0 .00
BARRIER. CONFIGURATION 1 (Height , left= 5 right= 5 ?
Near Lane Far Lane Weighted
'.eceiver Angle Autos M. T. H, T. Autos M. T. H. T. Average
1 79 2.37 2.05 0 .00 2.07 1 .91 0 .00 1 .02
95 _.69 2._'•8 0 .00 2.37 2.2'5 0 .00 1 . 15
3 165 6.08 5.22 0 .00 5. 16 4.90 0 .00 2.09
4 163 5.'i'9 5. 16 0 .00 5. 10 4.85 0 .00 2.03
5 148 5.61 4 .67 0 .00 4 .66 4.31 0 .00 1 .96
BARRIER CONFIGURATION 2 (Height , left= 6 , right= 6 )
Near Lane Far Lane Weighted
Receiver Angle Autos M. T . H. T. Autos M. T. H. T. Average
1 79 2.53 2.26 0 .00 2.24 2.05 0 .00 1 .09
2 95 2.96 2.68 0.00 2.63 2.46 2.20 1 .82
3 165 7.46 6.40 3.47 6. 19 5.70 4.88 5.27
4 163 7.33 6.30 3.44 6. 10 5.63 4.83 5.20
5 148 6.45 5.49 0 .00 5.34 4.34 4. 15 3.31
SARRIER CONFIGURATION 3 ''Height , left= 7 , right= r' )
Near Lane Far Lane Weighted
Receiver Angie Autos M. T. H. T . Autos M. T . H. T. Average
1 79 _.65 4.44 0 .00 2.39 2.22 I .Q. 11 .63
2 95 ?. 17 2.95 2.88 2.73 2. 2.65
3 165 8.8i 7.30 5.3i .44 6.='0 5.64 6.60
4 163 5.60 7.65 5.2'4 7.31 6.79 5.56 6.4'r"
5 148 7. 17 0.04 4.c2 6 .08 5.55 4.29 5.01
BARRIER. CONFIGURATION 4 ';Height , left= 8 , right= 8 )
NFar Lane Far Lane Weighted
Receiver Angle Autos M. T. H. T. Auto=_. M. 'i . H Average
1 '^ 2.7a 2.58 =9' 2.:2 2.37 �-
-Jr.
3.08 2.90 'j.`8 �-
3 � 65z a e . : i 52 8.67 3. 16
4 ib3 ?.'_' 8.Cc. 0.43 8.417 ='9 = 7.e6�--
5 148 7.74 CB 4.78 0.76 6.21 " .98 5.02 C-
BARRIER Cot4FIGURATION 5 <.Hei -ht , left= c, right= :?
N:-r, Lan:_ Far lane Weighte4
Receiver Angle A 'tc•=_ �, T H. T . Au+.o M. T. H T . Average
1
7 �.'� .rO I: C,'. ,} 2 Co. 7.J .3'_
2 95 1: �� �. -.r ��n ". 14 �.CI� Y .�I7
J J . _LI r'J �J
'' 1 -5 4 .a2 .76 ^.�1 2.02 ^.G�
4.
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SARPIEF. CONFIGURATION 6 (Height , 1e=+.= iv right= 10
Near Lane Far Lane Weiahted
i 'Jer Arigle yU= :•1 T H, riu t�,s H. T - At'�r 3+�6
7a C-4 .�� Wil' 1.` 51
1 _ _. _ _
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BOTANICAL STUDY OF CORNERSTONE PROJECT,TRACT 2010,
BROAD AND ROCHVIEW PLACE, CITY OF SAN LUIS OBISPO,
CALIFORNIA
By J'
V. L. Holland,Ph.D. ~-F+
Plant Ecologist
1697 II Cerrito Ct.
San Luis Obispo,California 93401
Prepared for:
John Robert Mitchell
Architect
1012 Pacific A-1
San Luis Obispo,California
July log 1990
Botanical Survey m. ,ornerston project,San Luis Obis, _ 2
INTRODUCTION
A botanical survey of the Conerstone project site located at the
northwest comer of Broad Street and Rockview Place was carried out on
July 7-8, 1990 by Dr. V. L. Holland. The field survey consisted of canvassing
the area on foot, recording identifiable plant species and describing plant
habitats within the project boundaries. The emphasis of the study was on
the drainage swale that traverses the area near the eastern portion of the
site (parallel to Broad Street) and on the possible occurrence of any rare or
sensitive plant species.
It is important to point out that this is not a complete list of the plants.
present on the site. Plant species composition, especially herbaceous cover,
varies seasonally. During July, 1990, most herbaceous plants are not
present in identifiable condition. Because this has been a very dry year,
most of the winter and spring flowering annuals were represented only by
the shattered, dried remains of last year's crop. Additionally, aquatic
species are subjected to the annual fluctuations in water flow; and degree of
cover varies accordingly. Thus, the plants listed in Table 1 are only those
found in identifiable condition during the July 1990 survey following a dry
year. A'thorough survey through the entire year would be necessary for a
complete listing of the flora found on the project site. It should also be noted
that the ornamental trees and shrubs planted on the site are not included in
this survey. These plants have been identified and mapped previously as
shown on the tract map for the site.
DESCRIPTION OF THE PLANT COMILTNITIES
The natural vegetation of the property can be divided into the two plant
communities: ruderal (disturbed upland areas) mixed with planted
ornamentals and riparian (drainage swale). Particularly close attention
was given to the riparian habitat that occurs along the drainage in order to
access its importance biologically.
1. Ruderal_Community
The ruderal community is composed of plants that are closely related
to human activities. Ruderal species are common in areas in which the
natural plant communities have been disturbed or removed. On the
Conerstone property, the ruderal community covers on all of the upland
portions of the site on both sides of the drainage swale. It is composed
almost entirely of introduced, weedy species; however, there are also
several planted ornamentals and garden escapes. Some of the common
plants are listed below. Others are listed in Table 1.
Avena fatua Common wild oats
Brassica geniculata Perennial mustard
a-sa
Botanical Survey of. merston project,San Luis Obis_ . 3
Bromus diandrus Rip-gut brome grass
Carduus pycnoce hp alus Italian thistle
Cichorium intybus Chicory
Erodium cicutarium Red-stem filaree
Hordeum lenorinum Foxtail barley
Lactuca sali,Ena Slender wild lettuce
Lactuca seriola Prickly lettuce
Lolium multiflorum Annual ryegrass
Malva nicaeensis Mallow
Medicago Dolvmorpha Bur-clover
Picric echioides Bristly oxtongue
RaFhanus sativus Wild raddish
Rumex conglomeratus Knotted dock
Sonchus oleraceus Common sow-thistle
2. MRarian Community
Riparian habitats are common along waterways such as drainage
channels, streams, rivers, lakes, and marshes. Streams and other areas of
high water tables often have a significant influence on local natural
vegetation. Many of the plant species found in riparian habitats are
restricted to areas where they have access to a shallow water table. -On the
project site, a degraded form of this community occurs along the seasonal
drainage swale that traverses the site and parallels Broad Street.
The drainage swale is currently dominated by herbaceous plants
although there are several small, bushy Salix lasiolepis (Arroyo willow)
along the bottom of the swale that appear to have just recently become
established. The only other native shrubs noted along the swale was
Baccharis pilularis (Coyote bush) and Rubus ursinus (wild blackberry).
The other trees near the swale are planted ornamentals such as the
weeping willows, California peppers, walnuts and elms. The herbaceous
cover is composed of a mixture of aquatic and semi-aquatic forbs and
grasses along with some of the weedy plants from the upland portion of the.
project site and adjacent roadside.
There is a patch of Scripus californicus (tule) in the drainage swale
next to the culvert that carries the water off-site (near the intersection of
Broad Street and Rockview Place). This aquatic, perennial is an indicator
of freshwater marsh habitats and occurs in this particular area of the
swale because water remains in a small pool for an extended period of time.
It was not noted anywhere else along the drainage swale.
Some of the common semi-aquatic and riparian species that occur
scattered along the drainage swale are listed below.
Carex sp. Sedge
Cyperus eragrostis Umbrella sedge
Distichlis spicata Saltgrass
p�S /
Botanical Sm-vey of.Nrne-siton project,San Luis Obist._ 4
Lythrum hyssopifolia Loosestrife
Phalaris aquatica Harding grass
Plantago hirtella Marsh plantain
Polypogon sp. Rabbitfoot grass
Rumex crispus Curly dock
Other species common along the drainage swale are listed below. Some
of these are found both along the swale and in the adjacent upland portions
of the site. Additional species found on the site are listed in Table 1.
Cynodon dactylon Bermuda grass
Dipsacus fullonum Teasel
Geranium carolinianum Wild geranium
Lotus sp. Annual deervetch
Mentha arvensis Field mint
Rumex conglomeratus Knotted dock
Verbena robusta Vervain
Vinca major Periwinkle
Vitis sp. Grape
The riparian community along the drainage swale within the project
site is highly disturbed and currently in a degraded condition. To the
north, the swale traverses several developments and passes through .
culverts before entering the project site itself. To the south, the drainage is
through a culvert and then eventually into Acacia Creek. However, the
small section of the drainage channel that traverses the subject site is
somewhat isolated and separated from any significant riparian corridor of
vegetation by Broad Street to the east and by a rolling hillside to the south.
As a result, its importance biologically is diminished. However, it should
be recognized as an important feature in the landscape plans for the site.
I suggest that the swale be incorporated into the landscape design of
the proposed development and that native riparian plants be planted along
its banks. Currently the landscape plan calls for Riparian/Deciduous trees
such as sycamore and alders. These are good choices. Other native trees
that could be used are Quercus agrifolia (Coast live oak),Umbellularia
californica (California bay-laurel), Populus trichocarpa (Black cottonwood),
Salix lasiolepis (Arroyo willow). The former two are evergreen, and the
latter two are deciduous. All are native to riparian woodland communities
in San Luis Obispo.
I am not familiar with the water flow volume in this swale during a
wet year. It may be necessary to "clean" the creek channel itself and keep it
only in herbaceous cover. The trees and shrubs should be planted so that
they do not impede the flow of water down the channel. Currently, there
are several small willows in the bottom of the drainage channel. If these
are allowed to grow tall, they could impede the flow of water down the
swale. This may not be a problem, depending the flow rate and volume of
the channel; however, it could be a problem during a "wet" year if the .
v�
Botanical Survey of%,orneiston project,San Luis Obispu 5
volume of water flowing down the channel is high. The location of the
housing units and landscaping along the swale will need to adequately
address any potential flooding problems both on-site and off-site.
RARE AND ENDANGERED SPECIES
No rare or endangered species were found on the Conerstone project
site. There are two rare plants known to occur on the serpentine hillsides
west of the project site (Calochortus obispoensis [San Luis Obispo mariposa
lily] and Dudleya abramsii ssp. murina [San Luis Obispo dudleya]).
However, these plants are restricted to these serpentine hills and would not
be expected to occur in habitats within the boundaries of the project site.
Because of the timing of the on-site survey (July, 1990), it cannot be
stated with absolute certainty that no rare plants occur on the site;
however, based on the disturbed nature of the habitat, I would not expect to
find any.
a -s3
Botanical Survey o)L .irnerston.project,San Luis Obisi. 6
REFEEULACES
California Department of Fish and Game, The Resources Agency. 1982.
Desianated Endangered or Rare Plants (Alphabetical by Scientific
Name). 4 pp.
California Department of Fish and Game. 1988. Natural Diversity Data
Base. Special Plants. 58 pp.
Gaines, D. A. 1980. The valley riparian forests of California: their
importance to bird populations. pp. 57-73 in A. Sands, ed. Riparian
Forests in California. Their Ecology and Conservation. Division of
Agricultural Sciences, University of California, Davis.
Holland, Robert. F. 1986. Preliminary Descriptions of the Terrestrial
Natural Communities of California. State of California, The
Resources Agency, Department of Fish and Game.
Holland, V. L. and David Keil. 1989. California Vegetation. El Corral
Publications. 375 pp.
Hoover, R. F. 1970. The Vascular Plants of San Luis Obispo County,
California. U. C. Press, Berkeley, CA.
Munz, P. A., and D. D. Keck. 1959. A California Flora. University of
California Press, Berkeley.
Munn, Philip. 1968. Supplement to A California Flora. University of
California Press, Berkeley.
Smith, F. 1980. A short review of the status of riparian forests in
California. pp. 1-2 in A. Sands, ed. Riparian Forests in California.
Their Ecology and Conservation. Division of Agricultural Sciences,
University of California, Davis.
Smith, J. P., and Ken Berg. 1988. California Native Plant Society's
Inventory of Rare and Endangered Vascular Plants of California.
California Native Plant Society, Special Publication No. 1,
Sacramento.
U.S. Fish and Wildlife Service. 1980. Endaneered and Threatened Wildlife
and Plants: Review of Plant Taxa for Listing as Endangered or
Threatened Ste. Federal Register 45(242): 82480-82568.
U.S. Fish and Wildlife Service. 1983. Endaneered and Threatened Wildlife
and Plants: Supplement to Review of Plant Taxa for Listing: Proposed
$Mg. Federal Register 48(229): 53640-53670.
v�N
Botanical Survey of`.,merston project,San Luis Obisp, 7
TABLE 1. LIST OF VASCULAR PLANT SPECIES PRESENT IN
IDENFIABLE CONDITION(JULY, 1990),CORNERSTONE PROJECT,
BROAD STREET AND ROCKVIEW PLACE,SAN LUIS OBISPO,
CALIFORNIA
TREES AND SHRUBS(excluding planted ornamentals)
Quercus aerifolia Coast live oak
** chinus Molle Pepper-tree
Baccharis pilularis Coyote bush
** Opuntia ficus-indica Prickly-pear
Rubus ursinus Common blackberry
HERBS
* Avena barbata Slender wild oats
* Avena fatua Common wild oats
* Brachypodium distac von False brome-grass
* Brassica Lreniculata Perennial mustard
* Brassica nigh Black mustard
* Bromus diandrus Rip-gut brome grass
* Bromus madritensis Spanish brome grass
* Bromus mollis Soft chess brome grass
* Bromus rubens Red brome grass
* Bromus willdenovii Rescue grass
Calystegia macrostegia Common morning-glory
morning-glory
* Carduus pyycnocenhalus Italian thistle
Carex sp. Sedge
* Cerastium viscosum Chickweed
* Cichorium intvbus Chicory
* Qmodon dactylon Bermuda grass
Cyperus eragrostis Umbrella sedge
Danthonia californica California oat-grass
* Dipsacus fullonum Teasel
Distichlis svicata Saltgrass
* Erodium cicutarium Red-stem filaree
* Erodium moschatum Green-stem filaree
* Geranium carolinianum Wild geranium
* Gnaphalium sR Cudweed
v��
Botanical Survey of.:ornerston project,San Luis Obisr,, 8
1 ni m guberulum Sneezeweed
* Hordeum leoorinum Foxtail barley
* Lactucalsa iana Slender wild lettuce
* Lactuca seriola Prickly lettuce
* Lolium multiflorum Annual ryegrass
Lotus sp. Annual deervetch
Lvthrum hvsso ifp olia Loosestrife
* Malva nicaeensis Mallow
* Malva pa flora Mallow
* Medicago eolym rpha Bur-clover
* Mentha arvensis Field mint
* hP alaris aquatica Harding grass
* Picris echioides Bristly oxtongue
Plantago hirtella Marsh plantain
* Plantago lanceolata English plantain
* PolyDogon SD. Rabbitfoot grass
* Raphanus sativus Wild raddish
* Rumex conOomeratus Knotted dock
* Rumex cris8us Curly dock
Scirous californicus Tule
* Sonchus as8er Prickly sow-thistle
* Sonchus oleraceus Common sow-thistle
* Taraxacum officinale Dandelion
* Tragopogon porrifolius Salsify
Trifolium fig, Clover
Verbena robusta Vervain
** Vinca major Periwinkle
** Vitis sp. Grape
* Vulnia mvuros Rattail fescue
----------------------------------------------------
* — Weedy alien species naturalized in California.
** — Escaped or persisting from cultivation.
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SUMMARY
30 June 1990
Owner. —Be11a 0=4eate
c/o John R. Mitchell
Parcel Number. 04-601-14,18,19,24 0664
Location: Comer at E side of Broad Street, N side of Rockview, San Luis Obispo
Result: Negati
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CHARLES E. DELLS
Archaeological Surface Suraeyt
in San Luis Obispo County
1371 Avalon Street
SAN LUIS OBISPO, U 93401
(605) 544-1731
30 June 1990
0664 APN 04-601-14,18,19,24
TO: Bella Corriente
c/o John R. Mitchell
1012 Pacific Street
San Luis Obispo, CA 93401
RE: Archaeological Potential of Bella Corriente Place Project on Rockview Place.
The Project: Nine condominium buildings are to be built with a cul-de-sac at the center.
There will be considerable grading to accomplish this project.
archaeology of the Area: The,Indians have probably been in this area for at least 9000
years. The most recent were the Chumash, occupying the coast from the Cayucos area to San
Diego. This radiocarbon date was found in Cambria, Diablo Canyon and twice in Pismo
Beach.We don't know what peoples may have been here at one time or another, but the most
recent group has been the Chumash. They extended from north of San Luis Obispo to San
Diego, from the ocean to the.hills east of Soda Lake. The Yokuts were to the east and the
Salinans to the north.
la general, the Indians needed water and resources, both vegetable and mineral. The
Arroyo Grande area provides these in quantity. It is quite possible that the relative water level
was higher in the past. In addition, it is the natural fate of estuaries to fill in. I have hypothe-
sized that the area of flat flower fields south of Arroyo Grande was an ancient bay, which I call
Halcyon Bay. The similarity to Morro Bay is amazing. They have the same shape. Arroyo
Grande Creek enters as Chorro Creek does to Morro Bay. Los Berros Creek enters like Los
Osos Creek. The Oceano sand dunes are the remnants of the ancient sandspit. Since sand is no
longer being flushed by tidal action, it is being windspread to the east and has encroached on
the bay. The Dune Lakes are the resonant of the bay and they are gradually being smothered by
this sand. It is quite possible that sites lower than 40 feet are late sites, after water levels had
begun to recede. In spite of this theory, we must continue to look on these flats until the timing
of events can be established.
One fact that helps confirm this theory is the presence of bay-type shells in the sites
around it. Sites are known in the sand dunes, along the bluff edge overlooking.the east side of
the bay and along both sides of the Arroyo Grande Creek entrance to the bay. These sites do
produce shells characteristic of a bay environment.
There are sites along the bay on the south side of Grover City and Oceano to Arroyo
Grande. The best sites appear to be from Halcyon to Grand Avenue at the freeway.
If this theory has validity, one can postulate the same idea north of Arroyo Grande. At
present there is an area inland along Pismo Creek known as Pismo Lake or Pismo March. If
one looks at the forty foot contour, an estuary appears that extends inland along the creek for a
mile. It also branches to the south along the gully where the freeway is now, down to about
Oak Park Road. The ridge along the southwest edge of this estuary was heavily occupied. And
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one of the best sites in Pismo Beach is at the Junior High School, overlooking the inland
branch of this estuary.
In 1958, prior to the construction of Lopez Dam, a survey of the watershed was made.
About 60 sites were recorded. While it was a good and effective survey, they missed a number
of sites. They were concerned with the immediate environs of the water system that was to be
disturbed, both with Arroyo Grande and Los Betros Creeks. They looked along the edge of the
bluff south of Arroyo Grande and found a dense occupation, but reported none farther inland.
While more sites have been found inland on Nipomo Hill, little has been found on the mesa
inland from hiway 1 although there has been a fair amount of looking.
Inland from Pismo Beach there are sites. An important site is near Edna. A few sites are
recorded toward the foothills from hiway 227, but there has been very little looking. Several
surveys have been conducted in the Tiffany Ranch Road area. There is an apparent good
ancient water supply in the area. The only recorded sites in the area are on the hills to the south.
The City of San Luis Obispo has traces all over it. But no systematic study has been
made and it is tremendously developed now. It may be very difficult to unravel its history.
Several sites are recorded and there are several more on the perimeter, including one pictograph
site. There is a watershed just short of the Meas Colony. Water on the SLO side goes to
Avila, while water on the other side goes to Morro Bay. This valley has signs of heavy occu-
pation, probably the largest in the area. The main occupation is thought to have been ruined
during construction of Camp San Luis in WWII.
Chorro Valley and Los Osos Valley are roughly parallel. However, the hills are such
that Los Osos Valley is notoriously windy. It also does not seem to have the tremendous
amount of ancient water that is apparent in Chorro Valley. There is a tremendous amount of
Indian evidence in Chorro Valley and minimal amounts in Los Osos Valley. There may be as
many as 600 mortars in this valley and less than a dozen in Los Osos Valley. Perhaps Los
Osos Valley was left as a game preserve. Perhaps it was just not comfortable.
In any case, the study of Chorro Valley shows it to have been the most heavily occu-
pied area between Shell Beach and Cambria. A field of mortars appear to have been destroyed
with no study by the construction of the County Center across Hiway 1 from El Chorro Park.
In summary, there was a significant ancient population in this area. Any project in this
valley will have to be treated with great caution.
Field Search: I walked over this project. There is.a creek roughly paralleling Broad Street
near that end of the parcel. The ground slopes up rather sharply toward the west end of the lot.
There is an existing house at one corner. And there is an apparent house pad which may have
had a stricture in the past. There is foreign material on the lot. It would appear that there had
been impacts by previous construction, by construction of Broad Street and Rockview Place.
It is even possible that the creek was relocated during construction of Broad Street.
Ia sum, the lot has a strong slope on much of it and there seems to have been a great
deal of disturbance of the leveler portion.
I saw nothing aboriginal on this property.
Recommendation: I recommend that no archaeological impediment be placed against this
project.
40
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ADDENDUM '<<,�•
for the City of San Luis Obispo
I_ John R. Mitchell Bella Comente
,'.•••.
APN 04-601-14,18,19,24 0664 l;` `'\ Vit'`
ca 1.5 acres '�\„ -mow ' �.�ti• ��_' �'•
Tom• a`•w �\]
USGS Quad: San Luis Obispo
II_ Report done for the City of San Luis
Obispo. .`T��' .
III. At comer, W side of Broad Street, N side ! '
of Rockview Place, San Luis Obispo
IV_ Nine condos are planned for the area. The
drainage swale is to be preserved and there will
be a cul-de-sac in the center. (D r
} •,/ V.
V_ A records search has been requested from
CASs and the maps and records of the San Luis a'' '`1 i �r\•;
Obispo County Archaeological Society have been
consulted.
VI_ There are two sites within a mile. One site
on further study seemed to be displaced material. ; O 10 Q
VII_ Negative
°o .�
VIII. A swale on the property is a tributary of re,
the creek which parallels Buckley Road and goes
into San Luis Creek
I%_ Five copies of the report sena to client, one _
to CASS and one retained b me. �(f
All maps prepared by me from USGS ,,.• .. / �:;.•� , ,I, , �Vl�;,�,,�;i,` , .;�
Quad maps, Assessor's parcel maps or maps :. t� � r_< •;,,.:
supplied by clients.
' � `��" VIII ��••�. \\.�. - '
'S.
C`:�\�\\,•�t�, i;i' Y� ,tom O-`:/' • �.
Hyl ��•Q�, �,• �. •.,..V. '�`+�: i�•�
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