1999 06 22 PC°A 4�Gv
Z
5
PLANNING COMMISSION
AGENDA
A Regular Meeting to be Held at the
La Quints City Hall Council Chamber
78-495 Calle Tampico
La Quinta, California
June 22, 1999
7:00 P.M.
**NOTE**
ALL ITEMS NOT CONSIDERED BY 11:00 P.M. WILL BE CONTINUED
TO THE NEXT REGULAR MEETING
Beginning Resolution 99-049
Beginning Minute Motion 99-011
I. CALL TO ORDER
A. Pledge of Allegiance
B. Roll Call
II. PUBLIC COMMENT
This is the time set aside for public comment on any matter not scheduled for public hearing.
Please complete a "Request to Speak" form and limit your comments to three minutes.
III. CONFIRMATION OF AGENDA
IV. CONSENT CALENDAR
A. Approval of the Minutes for June 8, 1999
B. Department Report
PC/AGENDA
V. PUBLIC HEARINGS:
A. Item .................. CONTINUED - SPECIFIC PLAN 83-001, AMENDMENT #5
Applicant.......... Century -Crowell Communities
Location .......... South of 5Yh Avenue, west of Washington Street along Calle Norte,
east of Avenida Las Verdes within Duna La Quinta
Request ........... Approval of an amendment to increase the total unit count, revise
the boundaries to separate the Seasons from Duna La Quinta, and
add a new grading/unit type requirement for units necessitating
retaining walls higher than four feet along the 50 foot elevation of
the Channel berm
Action .............. Request for continuance
B. Item .................. TENTATIVE TRACT 28409, EXTENSION #1
Applicant.......... Mr. Charles B. Murphy and Mr. Lynn R. Kunkle
Location........... North side of Avenida Montezuma, east of Bear Creek Channel and
west of the Yucatan Peninsula residential neighborhood.
Request............ Recommendation for approval of a one year time extension for a
previously approved subdivision of 9.15 acres into 19 custom single
family and other common or private street lots.
Action .............. Resolution 99-_
C. Item .................. SITE DEVELOPMENT PERMIT 99-652
Applicant.......... T. D. Desert Development
Location .......... South of Avenue 48 and east of Dune Palms Road within Rancho La
Quinta
Request ........... Approval of design plans for a 13,400 square foot golf maintenance
facility.
Action .............. Resolution 99-_
VI. BUSINESS ITEMS:
A. Item .................. CONTINUED - SIGN APPLICATION 99-466
Applicant.......... Airtouch Communications
Location........... 78-742 Highway 111 - One Eleven La Quinta Shopping Center.
Request............ Approval of a deviation to an approved sign program to permit
corporate signs for a new business.
Action .............. Minute Motion 99-_
B. Item ................... CAPITAL IMPROVEMENT PROJECT 99-05 - JEFFERSON
STREET WIDENING
Applicant........... City of La Quinta
Location............ Intersection of 52°d Avenue and Jefferson Street
Request ............. Review and make a recommendation to the City Council regarding
round -about at the intersection of Jefferson Street and Avenue 52.
Action ............... Minute Motion 99-_
PC/AGENDA
C. Item .................. MASTER DESIGN GUIDELINES 99-005
Applicant......... Four Seasons Homes
Location........... Throughout the Cove
Request............ Approval of Master Design Guidelines
Action .............. Minute Motion 99-
VII. CORRESPONDENCE AND WRITTEN MATERIAL
VIII. COMMISSIONER ITEMS
A. Commission report on the City Council meeting of May 15,1999
IX. ADJOURNMENT
PC/AGENDA
MINUTES
PLANNING COMMISSION MEETING
A regular meeting held at the La Quinta City Hall
78-495 Calle Tampico, La Quinta, CA
May 25, 1999
I. CALL TO ORDER
7:00 P.M.
A. This meeting of the Planning Commission was called to order at 7:00 P.M. by
Chairman Tyler who asked Commissioner Abels to lead the flag salute.
B. Chairman Tyler requested the roll call: Present: Commissioners Abels, Butler, Kirk,
and Chairman Tyler. It was moved and seconded by Commissioners Kirk/Abels to
excuse Commissioner Robbins. Unanimously approved.
C. Staff present: Community Development Director Jerry Herman, City Attorney Dawn
Honeywell, Planing Manager Christine di Iorio, Senior Engineer Steve Speer,
Principal Planners Fred Baker and Stan Sawa, and Executive Secretary Betty Sawyer.
II. PUBLIC COMMENT: None
III. CONFIRMATION OF THE AGENDA:
A. Staff informed the Commission that Public Hearing Item "A" needed to be changed
to Business Item "A" and the remainder of the Business Items renumbered
accordingly. It was moved and seconded by Commissioners Kirk/Abels to approve
the Agenda as amended. Unanimously approved.
IV. CONSENT ITEMS:
A. Chairman Tyler asked if there were any corrections to the Minutes of May 25, 1999.
There being no corrections, it was moved and seconded by Commissioner Abels/Kirk
to adopt the Minutes as presented. Unanimously approved.
B. Department Report: None.
V. PUBLIC HEARINGS: None.
VI. BUSINESS ITEMS:
A. Tract Ma._p 25953; a request of Oliphant and Williams Associates, Inc. for approval
of two new prototype houses and landscaping plans for the northwest corner of Miles
Avenue and Dune Palms Road.
CAMy Documents\WPDOCS\PC6-8-99.wpd 1
Planning Commission Minutes
June 8, 1999
l . Commissioner Butler excused himself due to a possible conflict of interest
and withdrew from the dias.
2. Chairman Tyler opened the public hearing and asked for the staff report.
Planning Manager Christine di Iorio presented the information contained in
the staff report, a copy of which is on file in the Community Development.
3. Chairman Tyler asked if there were any questions of staff. There being no
questions of staff, Chairman Tyler asked if the applicant would like to
address the Commission. Ms. Betty Williams stated she respectfully
requested approval of their application and she was available to answer any
questions.
4. Chairman Tyler asked if anyone else would like to speak regarding this
project. There being no public comment, Chairman Tyler opened the case for
Commission discussion.
5. There being no discussion, it was moved and seconded by Commissioners
Abels/Kirk to adopt Minute Motion 99-009 approving the two new prototype
house for Tract 25953, subject to the Findings and Conditions of Approval
as recommended.
ROLL CALL: AYES: Commissioners Abels, Kirk, Butler, and Chairman Tyler.
NOES: None. ABSENT: Commissioner Robbins. ABSTAIN: None.
Commissioner Butler rejoined the Commission.
B. Master Design Guidelines 99-004; a request of Coachella Valley Housing Authority
for approval of prototype plans for lots in the Cove area.
1. Chairman Tyler asked for the staff report. Principal Planner Fred Baker
presented the information contained in the staff report, a copy of which is on
file in the Community Development Department.
2. There being no questions of staff, Chairman Tyler asked if the applicant
would like to address the Commission. Ms. Rebeca Dennis, Housing
Director, representing Coachella Valley Housing Coalition, stated she was
present to answer any questions the Commission may have.
3. Chairman Tyler asked if there were any questions of the applicant. The
Commissioners thanked the applicant for the revised Guidelines.
CAMy Documents\WPD0CS\PC6-8-99.wpd 2
Planning Commission Minutes
June 8, 1999
4. Commissioner Kirk asked if the homes would, or would not have tile roofs
as it was unclear in the Guidelines. Ms. Dennis stated they would all have tile
roofs.
5. There being no further discussion, it was moved and seconded by
Commissioners Kirk/Butler to adopt Minute Motion 99-010 approving
Master Design Guidelines 99-004 as recommended. Unanimously approved.
C. Sign Application 99-466; a request of Airtouch Communications for approval of a
deviation to an approved sign program to permit corporate signs for a new business
located at 78-742 Highway 111 within the One Eleven La Quinta Shopping Center.
Chairman Tyler asked for the staff report. Principal Planner Stan Sawa
presented the information contained in the staff report, a copy of which is on
file in the Community Development Department. Staff noted a change in the
size of the logo and that the applicant had agreed with Condition #1.
2. Chairman Tyler asked if there were any questions of staff. Commissioner
Butler asked if the Commission should be considering a Zoning Ordinance
change to require copyright signs comply with City standards. Staff noted the
conditions required the size change as the logo is too large in proportion to
the balance of the sign.
3. Commissioner Abels asked the City Attorney if the City was at risk requiring
a registered trademark to be altered. Dawn Honeywell, City Attorney stated
the City could require the applicant to alter the size to keep it in proportion,
but not the design or colors. Staff noted the conditions were requiring only
the size of the logo to be reduced.
4. Commissioner Abels asked the color of the returns. Staff noted it originally
shown as white. The applicant had no objection to painting the returns black.
5. Commissioner Kirk stated that at the last meeting staff was recommending
the logo be changed from a can sign to something else. Can the City do this
to a logo? City Attorney Dawn Honeywell stated that if the logo trademark
includes the lettering as well as the logo itself, then to be in keeping with not
altering the trademark, whatever the Commission recommended, whether it
be to light the sign entirely or not -light the entire sign, the Commission would
have to treat the entire sign the same way.
6. Commissioner Kirk questioned whether this would apply in this instance with
the reduction of the sign size. City Attorney Dawn Honeywell stated she did
not believe Airtouch provided the City with a letter showing the City what
their logo consisted of. It is therefore, hard to know whether the reduction of
the arch interferes with the trademark.
CAMy Documents\WPD0CS\PC6-8-99.wpd 3
Planning Commission Minutes
June 8, 1999
7. There being no further questions of staff, Chairman Tyler asked if the
applicant would like to address the Commission. Mr. Jerry Murdock,
Permitting Administrator for UltraNeon Signs, presented a letter from
Airtouch regarding their trademark and pictures of various Airtouch locations
which showed the trademark and size of the letters. In these instances the
size of the logo is proportionately the same whether or not it is over the
letters or next to the letters. City Attorney Dawn Honeywell stated that what
the City was saying was that if Airtouch is arguing that it is their patented
trademark, the City needs to be given something that demonstrates the size
is part of the trademark. Mr. Murdock stated that whether the logo is used
above or beside the letters it is still proportionately the same. Discussion
followed regarding the different signs.
8. Chairman Tyler asked if there were any questions of the applicant.
Commissioner Kirk asked the applicant how they felt about staff s
recommendation regarding reducing the size of the logo. Mr. Mudock stated
Airtouch is very adamant about having the sign at five feet and the logo is
always proportionate to the letters.
9. Commissioner Butler asked if the Commission could require documentation
on the trademark. City Attorney Dawn Honeywell stated it would make sense
to have the applicant provide documentation that what the City it requesting
is requiring a change to their trademark. Commissioner Butler stated that in
light of this information he would be inclined to continue this application
until such time as documentation had been provided by Airtouch regarding
their trademark.
10. Commissioner Kirk stated he too is concerned about sign proliferation, but
in this instance he would rather have the logo at the proposed size rather than
additional letters.
11. Commissioner Butler stated he would agree with staff s recommendation, but
in the future documentation should be provided as to what makes up a
corporate trademark. In regard to this sign, he would agree with staff s
recommendation as it would allow them to have the sign at a reduced size.
12. Commissioner Abels stated he could not agree with staff s recommendation
as he believed it was altering their trademark.
13. Commissioner Butler stated they were not altering the sign, just reducing the
logo size to three feet. As shown by the applicant's pictures, the signs are all
different.
CAMy Documents\WPDOCS\PC6-8-99.wpd 4
Planning Commission Minutes
June 8, I999
14. Chairman Tyler asked the length of the logo as proposed. Staff stated it was
proposed for five feet. Mr. Murdock stated it was four feet ten inches or four
feet eleven inches and staff was requesting it to be reduced by about one
third.
15. Commissioner Kirk asked what the chances were of the City being sued over
such minor modifications. City Attorney Dawn Honeywell stated there is one
case that most of this is stemming from. It depends on how strong Airtouch's
corporate office feels about it. If they wish to make a point, or if they feel
there was an infringement on their trademark, they have the ability to sue.
16. Commissioner Kirk stated the Commission's decision should not be based on
a court case. Changing the size, whether they are required to use a can or not
use a can, is not going to cause the City trouble. He was not concerned with
this particular sign, but in the future they should be able to have more
latitude. Discussion followed regarding prior court cases on trademarks.
17. Mr. Murdock stated that if the Commission would like to continue this, he
would contact Airtouch, obtain a copy of their official trademark, and if the
size is proportionate he will bring it in, if it is not, he will ask them to accept
staff s recommendation.
18. There being no further discussion, it was moved and seconded by
Commissioners AbelsButler to continue Sign Application 99-466 to June 22,
1999. Unanimously approved.
C. Street Name Change 99-011; a request of the City for approval of a street name
change from Columbine to Paseo de Santillana or Calle de Oso.
1. Chairman Tyler asked for the staff report. Planning Manager Christine di
Iorio presented the information contained in the staff report, a copy of which
is on file in the Community Development Department. Staff noted a request
had been received from Centex Homes requesting the name be changed to
"Spanish Bay" to be in conformance with other street names in PGA West.
2. Chairman Tyler asked if there were any questions of staff. There being no
questions of staff, Chairman Tyler asked if anyone else would like to speak
regarding this subject.
3. There being no discussion, it was moved and seconded by Commissioners
Kirk/Abels to adopt Planning Commission Resolution 99-048,
recommending approval of Street Name Change 99-011, as recommended by
staff.
CAMy Documents\WPDOCS\PC6-8-99.wpd
Planning Commission Minutes
June 8, 1999
ROLL CALL: AYES: Commissioners Abels, Butler, Kirk, and Chairman Tyler.
NOES: None. ABSENT: Commissioner Robbins. ABSTAIN: None.
VII. CORRESPONDENCE AND WRITTEN MATERIAL: None.
VIII. COMMISSIONER ITEMS:
A. Chairman Tyler gave a report on the City Council meeting of May 18, 1999.
B. Commissioner Kirk asked if staff would feel it appropriate to dedicate part of a
Commission meeting with what can or cannot be done in regard to signs and legal
precedent. Community Development Director Jerry Herman suggested a joint
meeting be held with the City Council to gain their direction. Discussion followed
regarding how staff reaches justification for a recommendation.
Commissioner Kirk stated that at the last meeting, while reviewing the sign
application for Auto Zone, it did not appear staff was in agreement with legal
counsel in regard to what the Commission could change. This has led to
some confusion and he would suggest that someone obtain some education
regarding this issue. City Attorney Dawn Honeywell stated that if staff is
making a recommendation to reduce the size of a sign because the City has
regulations that the logo will not be any greater than a certain part of the sign,
then this could be reviewed by legal counsel; but if the City is uncertain as
to what part of the sign is the actual "trademark" then conditions could be
placed on the application that are not appropriate. Discussion followed as to
what actually constitutes a trademark; is it lettering or lettering and a logo.
2. City Attorney Dawn Honeywell stated she will review the Sign Ordinance in
regard to Federal Law as it relates to trademarks. Further, she does not
believe the Planning Commission is in agreement with the City Council in
regard to signs and she would suggest they get direction from the City
Council before going any further.
3. Commissioner Kirk moved that the City Council provide direction based on
issues raised and their desire to not have sign proliferation and explore the
opportunities available to staff and the Planning Commission to make sure
sign proliferation does not occur. Commissioner Abels seconded the motion
and it passed unanimously.
CAMy Documents\WPDOCS\PC6-8-99.wpd 6
PH #
MEMORANDUM
DATE: JUNE 22, 1999
TO: HONORABLE CHAIRMAN AND MEMBERS OF THE PLANNING
COMMISSION
FROM: LESLIE MOURIQUAND, ASSOCIATE PLANNER
VIA: CHRISTINE DI IORIO, PLANNING MANAGER
SUBJECT: SPECIFIC PLAN 83-001 AMENDMENT 5 - CENTURY-CROWELL
The applicant has not completed the plans for the proposed split-level units along the
south side of Calle Norte, within Duna La Quinta. Staff requests that the item be
tabled so that the applicant can have more time to prepare the plans for City review.
The item will be readvertised when it is ready for consideration.
C:\MyFiles\pcmemoSP83-0016-11-99.wpd
PH #8
STAFF REPORT
PLANNING COMMISSION
DATE: JUNE 22, 1999
CASE NO.: TENTATIVE TRACT MAP 28409, EXTENSION #1
APPLICANTS/
PROPERTY
OWNERS: MR. CHARLES B. MURPHY AND MR. LYNN R. KUNKLE
ENGINEER: FITCH ENGINEERING, INC.
LOCATION: NORTH SIDE OF AVENIDA MONTEZUMA, EAST OF THE BEAR
CREEK CHANNEL AND WEST OF THE YUCATAN PENINSULA
RESIDENTIAL NEIGHBORHOOD
REQUEST: RECOMMENDATION FOR APPROVAL OF A ONE YEAR TIME
EXTENSION FOR A PREVIOUSLY APPROVED SUBDIVISION OF
9.15-ACRES INTO 19 CUSTOM SINGLE FAMILY AND OTHER
COMMON OR PRIVATE STREET LOTS PURSUANT TO
PROVISIONS OF THE SUBDIVISION ORDINANCE
ENVIRONMENTAL
CONSIDERATION: ENVIRONMENTAL ASSESSMENT 96-335 WAS PREPARED AND
CERTIFIED FOR TTM 28409 PURSUANT TO CITY COUNCIL ON
MAY 6, 1997. NO CHANGED CIRCUMSTANCES OR
CONDITIONS EXIST THAT WOULD TRIGGER A NEW
ENVIRONMENTAL ASSESSMENT FOR THIS REQUEST.
GENERAL
PLAN/ZONING
DESIGNATIONS: MEDIUM DENSITY RESIDENTIAL (4-8 DWELLING UNITS PER
ACRE); RM (MEDIUM DENSITY RESIDENTIAL) WITH 10,000 SQ.
FT. LOT MINIMUM, 17' HEIGHT RESTRICTION (ONE STORY) AND
60-FOOT FRONTAGE REQUIREMENTS
SRPC TR28409x - 34 1
BACKGROUND:
The site is located on the north side of Avenida Montezuma, east of the Bear Creek
Channel and west of the Yucatan Peninsula residential neighborhood (Attachment 1).
The 9.15-acre parcel is vacant with prior grading of this site having occurred during
construction of the Bear Creek Channel improvements in the mid-1980's by the Army
Corp of Engineers and the Coachella Valley Water District. This channel takes runoff
from the Santa Rosa and Coral Reef Mountains to the Whitewater Stormwater
Channel which feeds into the Salton Sea. The Bear Creek Bike Path was completed
in the early 1990's, and runs along the Avenida Montezuma frontage.
On May 6, 1997, the City Council approved TTM 28409 by adoption of Resolution 97-
36, creating this subdivision of the 9.15 acre site into 19 single family lots for custom
homes with private streets and common retention basin (Attachment 2). Lots are
12,000 square feet and larger.
On November 18, 1997, the City Council approved changes to the lot pad elevations
in order to conform with existing site topography by adoption of Resolution 97-90 (See
Condition 26).
Time Extension Request
The applicants have applied for a one year time extension as required by Condition 2
of Resolution 97-90. A copy of their written request is attached (Attachment 3).
Public Notice - This case was advertised in the Desert Sun newspaper on June 9,
1999. All property owners within 500-feet of the site were mailed a copy of the
public hearing notice as required by the Subdivision Ordinance and Zoning Ordinance.
No written comments have been received. All correspondence received before the
meeting will be given to the Planning Commission.
Agency Comments - On May 14, 1999, the applicant's request was sent to affected
public agencies for their comments. All pertinent comments received have been
incorporated into the Conditions of Approval.
2
STATEMENT OF MANDATORY FINDINGS:
Findings can be made for a recommendation of approval. They are included in the
attached Resolutions along with recommended Conditions of Approval pursuant to
Section 13.12.160 (Extensions of Time for Tentative Maps) of the Municipal Code.
Conditions modified or added by staff for this request have been bolded (e.g.,
Conditions 1, 2, 54, 68, 79 and 81).
RECOMMENDATION:
Adopt Planning Commission Resolution 99-_, recommending to the City Council
approval of a one year time extension for Tentative Tract Map 28409, subject to
Findings and Conditions of Approval as attached.
Attachments:
1. Location Map
2. TTM Exhibit - Reduced
3. Large Map Exhibit (Planning Commission Only)
Pre air & by: Submitted by:
Lf �.
Greg 'T ousdell, Associate Planner Christine di lorio, Planning Manager
3
PLANNING COMMISSION RESOLUTION 99-_
A RESOLUTION OF THE PLANNING COMMISSION
OF THE CITY OF LA QUINTA, CALIFORNIA,
RECOMMENDING TO THE CITY COUNCIL
APPROVAL OF A ONE YEAR TIME EXTENSION FOR
TENTATIVE TRACT MAP 28409, FOR A 19-LOT
SINGLE FAMILY RESIDENTIAL SUBDIVISION AND
MISCELLANEOUS LETTERED LOTS ON
APPROXIMATELY 9.15 ACRES
CASE NO.: TENTATIVE TRACT MAP 28409 (EXTENSION #1)
APPLICANTS: C. B. MURPHY AND L. R. KUNKLE
WHEREAS, the Planning Commission of the City of La Quinta, California,
did on the 22"d day of June, 1999, hold a duly noticed Public Hearing to consider a
one year time extension for a previously approved subdivision of 19 single family lots
on a 9.15-acre site, generally on the north side of Avenida Montezuma, east of the
Bear Creek Channel and west of Avenida Juarez, more particularly described as:
Portion of the SW 1 /4 of Section 1, T6E, R6E, SBBM (APN:
773-030-009 and -012)
WHEREAS, the City Council of the City of La Quinta, California, did on
the 61h day of May, 1997, hold a duly noticed Public Hearing for Tentative Tract Map
28409, and on a 5-0 vote, adopted Resolution 97-36 approving 19 single family lots
on a 9.15-acre site, generally on the north side of Avenida Montezuma, east of the
Bear Creek Channel and west of Avenida Juarez; and
WHEREAS, the City Council of the City of La Quinta, California, did on
the 18th day of November, 1997, hold a duly noticed Public Hearing to consider
changes in pad heights for the tract, and by unanimous vote adopted Resolution 97-
90, approving said changes requested by the applicant; and
WHEREAS, said Tentative Map has complied with the requirements of
"The Rules to Implement the California Environmental Quality Act of 1970" as
amended (Resolution 83-63). The City Council certified Environmental Assessment
96-335 for this project on May 6, 1997, by adoption of Resolution 97-35 stating the
Resopc Tr. 28409X - 34
Planning Commission Resolution 99-_
TTM 28409, Extension #1
June 22, 1999
project will not have a significant impact on the environment based on Conditions.
This time extension request does not require a new environmental assessment; and,
WHEREAS, at said Public Hearing, upon hearing and considering all
testimony and arguments, if any, of all interested persons wanting to be heard, said
Planning Commission did make the following Mandatory Findings to justify a
recommendation for approval of said Tentative Tract Map 28409 (Extension #1):
A. The proposed map is consistent with the City of La Quinta General Plan, Zoning
Code, and Subdivision Ordinance in that the property is designated Medium
Density Residential (4-8 dwelling units per acre) per the General Plan. The
project density is two dwellings per acre which is under the maximum level for
the MDR District. Tentative Tract Map 28409 is consistent with the goals,
policies and intent of the La Quinta General Plan Land Use Element provided
conditions are met.
Parkland fees shall be paid to the City to develop parks within the City pursuant
to the provisions contained in the General Plan (Chapter 5) and Subdivision
Ordinance.
The site is zoned RM and subject to special restrictions such as a one story
height limit (17' maximum) and 10,000 lot sizes. The proposed lots are larger
than 12,000 square feet and designed for custom single family houses in
compliance with City requirements.
B. The design or improvement of the proposed subdivision is consistent with the
La Quinta General Plan and any applicable specific plans in that all streets and
improvements in the project, as conditioned, will conform to City standards as
outlined in the General Plan and Subdivision Ordinance. All on -site streets are
private and designed per the standards of the Circulation Element (Chapter 3.0)
of the General Plan. Access to the Tract will be from Street Lot "A" on Avenida
Montezuma. The density and design standards for the Tract will comply with
the Land Use Element (Chapter 2.0) of the General Plan.
C. The design of the subdivision, or the proposed improvements, are not likely to
cause substantial environmental damage or substantially and avoidably injure
Resope.Tr. 28409X - 34
Planning Commission Resolution 99-_
TTM 28409, Extension #1
June 22, 1999
fish or wildlife or their habitat in that this previously graded site is vacant and
suitable for development based on the environmental studies prepared for the
project that are on file. Furthermore, mitigation measures and Conditions are
recommended.
D. The design of the subdivision or type of improvements are not likely to cause
serious public health problems in that the design of the subdivision, as
conditionally approved, will not cause serious public health problems because
they will install urban improvements based on City, State, and Federal
requirements.
E. The design of the subdivision, or type of improvements, will not conflict with
easements, acquired by the public at large, for access through or use of
property within the proposed subdivision.
The proposed streets are planned to provide direct access to each single family
lot. All required public easements will provide access to the site or support
necessary infrastructure improvements.
NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the
City of La Quinta, California, as follows:
1. That the above recitations are true and constitute the findings of the Planning
Commission in this case;
2. That it does recommend approval to the City Council of Tentative Tract Map
28409 (Extension #1) for the reasons set forth in this Resolution and subject
to -the attached conditions.
PASSED,
Quinta City Planning
following vote, to wit:
AYES:
NOES:
Resopc.Tr. 28409X - 34
APPROVED, and ADOPTED at a regular meeting of the La
Commission, held on the 22"d day of June, 1999, by the
Planning Commission Resolution 99-_
TTM 28409, Extension #1
June 22, 1999
ABSENT:
ABSTAIN:
ROBERT T. TYLER, Chairman
City of La Quinta, California
ATTEST:
JERRY HERMAN, Community Development Director
City of La Quinta, California
Resopc.Tr. 23409X - 34
PLANNING COMMISSION RESOLUTION 99-
A RESOLUTION OF THE PLANNING COMMISSION
OF THE CITY OF LA QUINTA, CALIFORNIA,
RECOMMENDING TO THE CITY COUNCIL
APPROVAL OF A ONE YEAR TIME EXTENSION FOR
TENTATIVE TRACT MAP 28409, FOR A 19-LOT
SINGLE FAMILY RESIDENTIAL SUBDIVISION AND
MISCELLANEOUS LETTERED LOTS ON
APPROXIMATELY 9.15 ACRES
CASE NO.: TENTATIVE TRACT MAP 28409 (EXTENSION #1)
APPLICANTS: C. B. MURPHY AND L. R. KUNKLE
WHEREAS, the Planning Commission of the City of La Quinta, California,
did on the 22"d day of June, 1999, hold a duly noticed Public Hearing to consider a
one year time extension for a previously approved subdivision of 19 single family lots
on a 9.15-acre site, generally on the north side of Avenida Montezuma, east of the
Bear Creek Channel and west of Avenida Juarez, more particularly described as:
Portion of the SW 1 /4 of Section 1, T6E, R6E, SBBM (APN:
773-030-009 and -012)
WHEREAS, the City Council of the City of La Quinta, California, did on
the 6`' day of May, 1997, hold a duly noticed Public Hearing for Tentative Tract Map
28409, and on a 5-0 vote, adopted Resolution 97-36 approving 19 single family lots
on a 9.15-acre site, generally on the north side of Avenida Montezuma, east of the
Bear Creek Channel and west of Avenida Juarez; and
WHEREAS, the City Council of the City of La Quinta, California, did on
the 18th day of November, 1997, hold a duly noticed Public Hearing to consider
changes in pad heights for the tract, and by unanimous vote adopted Resolution 97-
90, approving said changes requested by the applicant; and
WHEREAS, said Tentative Map has complied with the requirements of
"The Rules to Implement the California Environmental Quality Act of 1970" as
amended (Resolution 83-63). The City Council certified Environmental Assessment
96-335 for this project on May 6, 1997, by adoption of Resolution 97-35 stating the
Resopc.Tr. 29409X - 34
Planning Commission Resolution 99-_
TTM 28409, Extension #1
June 22, 1999
project will not have a significant impact on the environment based on Conditions.
This time extension request does not require a new environmental assessment; and,
WHEREAS, at said Public Hearing, upon hearing and considering all
testimony and arguments, if any, of all interested persons wanting to be heard, said
Planning Commission did make the following Mandatory Findings to justify a
recommendation for approval of said Tentative Tract Map 28409 (Extension #1):
A. The proposed map is consistent with the City of La Quinta General Plan, Zoning
Code, and Subdivision Ordinance in that the property is designated Medium
Density Residential (4-8 dwelling units per acre) per the General Plan. The
project density is two dwellings per acre which is under the maximum level for
the MDR District. Tentative Tract Map 28409 is consistent with the goals,
policies and intent of the La Quinta General Plan Land Use Element provided
conditions are met.
Parkland fees shall be paid to the City to develop parks within the City pursuant
to the provisions contained in the General Plan (Chapter 5) and Subdivision
Ordinance.
The site is zoned RM and subject to special restrictions such as a one story
height limit (17' maximum) and 10,000 lot sizes. The proposed lots are larger
thain 12,000 square feet and designed for custom single family houses in
compliance with City requirements.
B. The design or improvement of the proposed subdivision is consistent with the
La Quinta General Plan and any applicable specific plans in that all streets and
improvements in the project, as conditioned, will conform to City standards as
outlined in the General Plan and Subdivision Ordinance. All on -site streets are
private and designed per the standards of the Circulation Element (Chapter 3.0)
of the General Plan. Access to the Tract will be from Street Lot "A" on Avenida
Montezuma. The density and design standards for the Tract will comply with
the Land Use Element (Chapter 2.0) of the General Plan.
C. The design of the subdivision, or the proposed improvements, are not likely to
cause substantial environmental damage or substantially and avoidably injure
Resopc.Tr. 28409X - 34
Planning Commission Resolution 99-_
TTM 28409, Extension #1
June 22, 1999
fish or wildlife or their habitat in that this previously graded site is vacant and
suitable for development based on the environmental studies prepared for the
project that are on file. Furthermore, mitigation measures and Conditions are
recommended.
D. The design of the subdivision or type of improvements are not likely to cause
serious public health problems in that the design of the subdivision, as
conditionally approved, will not cause serious public health problems because
they will install urban improvements based on City, State, and Federal
requirements.
E. The design of the subdivision, or type of improvements, will not conflict with
easements, acquired by the public at large, for access through or use of
property within the proposed subdivision.
The proposed streets are planned to provide direct access to each single family
lot. All required public easements will provide access to the site or support
necessary infrastructure improvements.
NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the
City of La Quinta, California, as follows:
1. That the above recitations are true and constitute the findings of the Planning
Commission in this case;
2. That it does recommend approval to the City Council of Tentative Tract Map
28409 (Extension #1) for the reasons set forth in this Resolution and subject
to the attached conditions.
PASSED,
Quinta City Planning
following vote, to wit:
AYES:
NOES:
Resopc.Tr. 213409X - 34
APPROVED, and ADOPTED at a regular meeting of the La
Commission, held on the 22"d day of June, 1999, by the
Planning Commission Resolution 99-_
TTM 28409, Extension #1
June 22, 1999
ABSENT:
ABSTAIN:
ROBERT T. TYLER, Chairman
City of La Quinta, California
ATTEST:
JERRY HERMAN, Community Development Director
City of La Quinta, California
Resopc.'Tr. 2E409X - 34
PLANNING COMMISSION RESOLUTION 99-
CONDITIONS OF APPROVAL - RECOMMENDED
TENTATIVE TRACT MAP 28409, EXTENSION #1
MURPHY/KUNKLE
JUNE 22, 1999
GENERAL
1. Upon their approval by the City Council, a memorandum noting that City
Conditions of Approval for a development application exist and are available for
review at City Hall, shall be recorded against the property with the Riverside
County Recorder's Office.
2. Tentative Tract Map 28409 (Extension #1) shall comply with the requirements
and standards of § § 66410-66499.58 of the California Government Code (the
Subdivision Map Act) and Title 13 of the La Quinta Municipal Code (LQMC)
unless otherwise modified by the following conditions. This map expires on May
6, 2000, unless extended pursuant to the provisions of the Subdivision
Ordinance.
3. Prior to the issuance of a grading permit or building permit for construction of any
building or use contemplated by this approval, the applicant shall obtain permits
and/or clearances from the following public agencies:
- Fire Marshal
- Public Works Department (Grading Permit, Improvement Permit)
- Community Development Department
- Riverside Co. Environmental Health Department
- Desert Sands Unified School District
- Coachella Valley Water District
- Imperial Irrigation District
- California Regional Water Quality Control Board (NPDES Permit)
The applicant is responsible for any requirements of the permits or clearances
from those jurisdictions. If the requirements include approval of improvement
plans, applicant shall furnish proof of said approvals prior to obtaining City
approval of the plans.
The applicant shall comply with applicable provisions of the City's NPDES
storrnwater discharge permit. For subdivisions requiring project -specific NPDES
construction permits, the applicant shall include a copy of the application for the
Notice of Intent with grading plans submitted for plan checking. Prior to issuance
CondPC T28409CC-34 1
Planning Commission Resolution 99-_
Tentative Trait Map 28409, Extension #1
June 22., 1999
of a grading or site construction permit, the applicant shall submit a copy of the
proposed Storm Water Pollution Protection Plan for review by the Public Works
Department.
4. Provisions shall be made to comply with the terms and requirements of the City's
adopted Infrastructure Fee program in effect at the time of issuance of building
permits.
PROPERTY RIGHTS
5. All easements, rights of way and other property rights required of the tentative
map or otherwise necessary to facilitate the ultimate use of the development and
functioning of improvements shall be dedicated, granted or otherwise conferred,
or the process of said dedication, granting, or conferral shall be ensured, prior to
approval of a final map or filing of a certificate of compliance for waiver of a final
map. The conferral shall include irrevocable offers to dedicate or grant
easements to the City for access to and maintenance, construction, and
reconstruction of all essential improvements which are located on privately -held
lots or parcels.
6. If the applicant proposes vacation or abandonment of any existing rights of way
or access easements which will diminish access rights to any properties owned
by others, the applicant shall provide approved alternate rights of way or access
easements to those properties.
7. The applicant shall dedicate public and private street right of way and utility
easements in conformance with the City's General Plan, Municipal Code,
applicable specific plans, and as required by the City Engineer.
Dedications required of this development include:
A. Lot A - Private Entry Street - 40-foot to 46-foot width.
B. Lot B - Private Street - 37-foot width.
C. CVWD maintenance road along Bear Creek Channel - Adequate right of way
to accommodate existing roadway as approved by the City Engineer.
8. 'The applicant shall dedicate 10-foot public utility easements contiguous with and
along both sides of all private streets.
CondPC T28409CC-34 2
Planning Commission Resolution 99-—
Tentative Tra-.t Map 28409, Extension #1
June 22., 1999
9. The applicant shall create perimeter setback lots, of minimum width as noted,
adjacent to the following street rights of way:
A. Avenida Montezuma - 10 feet
The minimum width may be used as an average if a meandering wall design is
approved.
For developments with public interior streets, perimeter setback lots shall be
dedicated to the City. For developments with private interior streets, perimeter
setback lots shall remain in private ownership.
Where public sidewalks are required on privately -owned setback lots, the
applicant shall dedicate blanket sidewalk easements over the setback lots.
10. The applicant shall vacate abutter's rights of access to Avenida Montezuma from
lots abutting the street. Access to this street shall be restricted to access points
listed hereinafter or as approved by the City.
11. The applicant shall dedicate any easements necessary for placement of and
access to utility lines and structures, drainage basins, mailbox clusters, park
lands, bike paths, and common areas.
12. The applicant shall cause no easements to be granted or recorded over any
portion of this property between the date of approval by the City Council and the
date of recording of any final map(s) covering the same portion of the property
unless such easements are approved by the City Engineer.
FINAL_ MAPS) AND PARCEL MAP(S)
13. As part of the filing package for final map approval, the applicant shall furnish
accurate AutoCad files of the complete map, as approved by the City's map
checker, on storage media and in a program format acceptable to the City
Engineer. The files shall utilize standard AutoCad menu choices so they may be
fully, retrieved into a basic AutoCad program. At the completion of construction
and prior to final acceptance of improvements, the applicant shall update the files
to reflect as -constructed conditions including approved revisions to the plans.
CondPC T28409CC-34 3
Planning Commission Resolution 99-—
Tentative Tract Map 28409, Extension #1
June 22, 1999
IMPROVEMENT PLANS
14. Improvement plans submitted to the City for plan checking shall be submitted on
24" x 36" media in the categories of "Rough Grading," "Precise Grading,"
"Streets & Drainage," and "Landscaping." All plans except precise grading plans
shall have signature blocks for the City Engineer. Precise grading plans shall have
signature blocks for Community Development Director and the Building Official.
Plans are not approved for construction until they are signed.
"Streets and Drainage" plans shall normally include signals, sidewalks, bike
paths, gates and entryways. If water and sewer plans are included on the street
and drainage plans, the plans shall have an additional signature block for the
Coachella Valley Water District (CVWD). The combined plans shall be signed by
CVVAJD prior to their submittal for the City Engineer's signature.
"Landscaping" plans shall normally include landscape improvements, irrigation,
lighting, and perimeter walls.
Plans for improvements not listed above shall be in formats approved by the City
Engineer.
15. The City may maintain standard plans, details and/or construction notes for
elements of construction. For a fee established by City resolution, the applicant
may acquire standard plan and/or detail sheets from the City.
16. When final plans are approved by the City, and prior to approval of the final map,
the applicant shall furnish accurate AutoCad files of the complete, approved plans
on storage media acceptable to the City Engineer. The files shall utilize standard
AutoCad menu choices so they may be fully retrieved into a basic AutoCad
program. At the completion of construction and prior to final acceptance of
improvements, the applicant shall update the files to reflect as -constructed
conditions including approved revisions to the plans.
IMPROVEMENT AGREEMENT
17. 'The applicant shall construct improvements and/or satisfy obligations, or furnish
an executed, secured agreement to construct improvements and/or satisfy
obligations required by the City prior to agendization of a final map or parcel map
CondPC T28409CC-34 4
Planning Commission Resolution 99-—
Tentative Tract Map 28409, Extension #1
June 22, 1995£
or issuance of a certificate of compliance for a waived parcel map. For secured
agreements, security provided, and the release thereof, shall conform with Title
113, LQMC.
Improvements to be made or agreed to shall include removal of any existing
structures or obstructions which are not part of the proposed improvements.
18. If improvements are secured, the applicant shall provide approved estimates of
improvement costs. Estimates shall comply with the schedule of unit costs
adopted by City resolution or ordinance. For items not listed in the City's
schedule, estimates shall meet the approval of the City Engineer.
Estimates for utilities and other improvements under the jurisdiction of outside
agencies shall be approved by those agencies. Security is not required for
telephone, gas, or T.V. cable improvements. However, tract improvements shall
not The agendized for final acceptance until the City receives confirmation from
the telephone authority that the applicant has met all requirements for telephone
service to lots within the development.
19. If the applicant desires to phase improvements and obligations required by the
conditions of approval and secure those phases separately, a phasing plan shall
be submitted to the Public Works Department for review and approval by the City
Engineer.
The applicant shall complete required improvements and satisfy obligations as set
forth in the approved phasing plan. Improvements and obligations required of
each phase shall be completed and satisfied prior to completion of homes or
occupancy of permanent buildings within the phase unless a construction
;sequencing plan for that phase is approved by the City Engineer.
20. If improvements are phased with multiple final maps or other administrative
approvals (plot plans, conditional use permits, etc.), off -site improvements and
development -wide improvements (ie: retention basins, perimeter walls &
landscaping, gates, etc.) shall be constructed or secured prior to approval of the
first final map unless otherwise approved by the City Engineer.
GRADING
21. Graded, undeveloped land shall be maintained to prevent dust and blowsand
nuisances. The land shall be planted with interim landscaping or provided with
CondPC T2£3409CC-34 5
Planning Commission Resolution 99-
Tentative Tract Map 28409, Extension f/1
June 22, 199SI
other wind and water erosion control measures approved by the Community
Development and Public Works Departments.
22. Prior to occupation of the project site for construction purposes, the Applicant
shall submit and receive approval of a fugitive dust control plan prepared in
accordance with Chapter 6.16, LQMC. In accordance with said Chapter, the
Applicant shall furnish security, in a form acceptable to the city, in an amount
sufficient to guarantee compliance with the provisions of the permit.
23. The applicant shall comply with the City's flood protection ordinance.
24. The applicant shall furnish a thorough preliminary geological and soils engineering
report (the "soils report") with the grading plan.
25. A grading plan shall be prepared by a registered civil engineer and must meet the
approval of the City Engineer prior to issuance of a grading permit. The grading
plan shall conform with the recommendations of the soils report and shall be
certified as adequate by a soils engineer or an engineering geologist. A statement
shalll appear on the final map(s), if any are required of this development, that a
soils report has been prepared pursuant to Section 17953 of the Health and
Safety Code.
26. The applicant shall match building pad elevations of existing residential lots along
the east boundary of the subdivision unless otherwise approved by the City
Engineer. Building pad elevations on contiguous lots within this subdivision shall
not differ by more than three feet except for lots not sharing common street
frontage where the differential shall not exceed five feet.
If the applicant is unable to comply with the pad elevation differential
requirement, the City will consider and may approve alternatives that preserve
community acceptance with the proposed development. The revised Grading
Plan, dated October 13, 1997, is consistent with the requirements of the City's
Subdivision Ordinance.
CondPC T28409CC-34 6
Planning; Commission Resolution 99-_
Tentative Tract Map 28409, Extension #1
June 22, 1999
27. Prior to issuance of building permits, the applicant shall provide a separate
document, bearing the seal and signature of a California registered civil engineer
or surveyor, that lists actual building pad elevations for the building lots. The
document shall list the pad elevation approved on the grading plan, the as -built
elevation, and the difference between the two, if any. The data shall be
organized by lot number and shall be listed cumulatively if submitted at different
times.
DRAINAGE
28. Stormwater falling on site during the peak 24-hour period of a 100-year storm
shall be retained within the development unless otherwise approved by the City
Engineer. The tributary drainage area shall extend to the centerline of adjacent
public streets.
29. Stormwater shall normally be retained in common retention basins. Easements
for drainage to the retention basin shall be provided as required by the City
Engineer. Individual -lot basins or other retention schemes may be approved by
the City Engineer for lots 2 %2 acres in size or larger or where the use of common
retention is determined by the City Engineer to be impracticable. If individual -lot
retention is approved, the applicant shall meet all individual -lot retention
provisions of Chapter 13.24, LQMC.
30. In design of retention facilities, the maximum percolation rate shall be two inches
per hour. The percolation rate will be considered to be zero unless the applicant
provides site -specific data indicating otherwise.
31. A trickling sand filter and leachfield of a design approved by the City Engineer
shall be installed to percolate nuisance water. The sand filter and leach field shall
The sized to percolate 22 gallons per day per 1,000 square feet of drainage area.
32. Retention basin slopes shall not exceed 3:1. If retention is on individual lots, the
retention depth shall not exceed two feet. If retention is in one or more common
retention basins, the retention depth shall not exceed six feet.
CondPC T28409CC-34 7
Planning; Commission Resolution 99-_
Tentative Tract Map 28409, Extension #1
June 22, 199SI
33. In developments for which security will be provided by public safety entities, i.e.:
the L.a Quinta Building and Safety Department or the Riverside County Sheriff's
Department, all areas of common retention basins shall be visible from the
adjacent street(s) as deemed necessary. No fence or wall shall be constructed
around retention basins except as approved by the Community Development
Director and the City Engineer.
34. The design of the development shall not cause any increase in flood boundaries,
levels or frequencies in any area outside the development.
35. The development shall be graded to permit storm flow in excess of retention
capacity to flow out of the development through a designated overflow outlet
and into the historic drainage relief route.
36. Storm drainage historically received from adjoining property shall be received and
retained or passed through into the historic downstream drainage relief route.
37. If any storm water or nuisance water from this development is proposed to drain
to off -site locations, the applicant may be required to design and install first -flush
storage, oil/water separation devices, or other screening or pretreatment
method(s) to minimize conveyance of contaminants to off -site locations.
Drainage to off -site locations and methods of treatment or screening shall meet
the approval of the City Engineer.
If the applicant utilizes direct drainage of stormwater to the Bear Creek Channel,
the Homeowners' Association for this development shall be responsible for any
sampling and testing of effluent which may required under the City's NPDES
Permit and for any other obligations and/or expenses which may arise from the
direct discharge of the development's stormwater to the channel. The Tract CC
,& R's shall reflect the existence of this potential obligation.
UTILITIES
38. All existing and proposed utilities within or adjacent to the proposed development
shall be installed underground. High -voltage power lines which the power
authority will not accept underground are exempt from this requirement.
CondPC T28409CC-34 8
Planning; Commission Resolution 99-_
Tentative Tract Map 28409, Extension #1
June 22, 1999
39. In areas where hardscape surface improvements are planned, underground
utilities shall be installed prior to construction of surface improvements. The
applicant shall provide certified reports of utility trench compaction tests for
approval of the City Engineer.
STREET AND TRAFFIC IMPROVEMENTS
40. The City is contemplating adoption of a major thoroughfare improvement
program. If the program is in effect 60 days prior to recordation of any final map
or issuance of a certificate of compliance for any waived final map, the
development or portions thereof may be subject to the provisions of the
ordinance.
If this development is not subject to a major thoroughfare improvement program,
the applicant shall be responsible for all street and traffic improvements required
herein.
41. The following minimum street improvements shall be constructed to conform
with the General Plan street type noted in parentheses:
PRIVATE STREETS AND CUL DE SACS
1) Lot A (Entry Drive) - 40- to 46-feet (curb face to curb face) with 2-foot
median. The applicant shall modify the vertical and horizontal
alignment of the existing Avenida Montezuma bike path at the entry
drive as required by the City Engineer.
2) Lot B - 36 feet wide.
3) Cul de sac curb radius - 45'.
Features contained in the approved construction plans may warrant additional
street widths or other measures as determined by the City Engineer.
CondPC T28409CC-34 9
Planning Commission Resolution 99-_
Tentative Tract Map 28409, Extension #1
June 22, 1999
42. Vehicular access shall be restricted to the entry drive, the centerline of which is
located approximately 300 feet westerly of the southeast corner of the
subdivision, and to any approved emergency access.
43. Improvements shall include all appurtenances such as traffic signs, channelization
markings and devices, raised medians if required, street name signs, sidewalks,
and mailbox clusters approved in design and location by the U.S. Post Office and
the City Engineer. Mid -block street lighting is not required.
44. The City Engineer may require improvements extending beyond development
boundaries such as, but not limited to, pavement elevation transitions, street
width transitions, or other incidental work which will ensure that newly
constructed improvements are safely integrated with existing improvements and
conform with the City's standards and practices.
45. Improvement plans for all on- and off -site streets and access gates shall be
prepared by registered professional engineer(s) authorized to practice in the State
of California. Improvements shall be designed and constructed in accordance
With the LQMC, adopted Standard and Supplemental Drawings and
Specifications, and as approved by the City Engineer.
46. Street right of way geometry for culs de sac, knuckle turns and corner cut -backs
shalll conform with Riverside County Standard Drawings #800, #801, and #805
respectively unless otherwise approved by the City Engineer.
47. All streets proposed to serve residential or other access driveways shall be
designed and constructed with vertical curbs and gutters or shall have other
approved methods to convey nuisance water without ponding in yard or drive
areas and to facilitate street sweeping.
48. Street pavement sections shall be based on a Caltrans design for a 20-year life
and shall consider soil strength and anticipated traffic loading (including site and
building construction traffic).
CondPC T28409CC-34 10
Planning Commission Resolution 99-
Tentative Tract Map 28409, Extension #1
June 22, 1999
The minimum pavement sections shall be as follows:
Residential & Parking Areas 3.0" a.c./4.50" a.b.
Collector 4.0"/5.00"
Secondary Arterial 4.0"/6.00"
Primary Arterial 4.5"/6.00"
Major Arterial 5.5"/6.50"
The applicant shall submit current (no more than two years old) mix designs for
base materials, Portland cement concrete and asphalt concrete, including
complete mix design lab results, for review and approval by the City. For mix
designs over six months old, the submittal shall include recent (no more than six
months old) aggregate gradation test results to confirm that the mix design
gradations can be reproduced in production of the base or paving material.
Construction operations shall not be scheduled until mix designs are approved.
49. Prior to occupancy of homes or other permanent buildings within the
development, the applicant shall install all street and sidewalk improvements,
traffic control devices and street name signs along access routes to those
buildings. If on -site streets are initially constructed with only a portion of the full
thickness of pavement, the applicant shall complete the pavement when directed
by the City but in any case prior to final inspections of any of the final ten
percent of homes within the tract.
LANDSCAPING
50. Perimeter walls and required landscaping for the entire perimeter to be enclosed
shall be constructed prior to final inspection and occupancy of any homes within
the tract unless a phasing plan or construction schedule is approved by the City
(Engineer.
51. 'The applicant shall provide landscape improvements in the perimeter setback
areas or lots along Avenida Montezuma.
52. Landscape and irrigation plans for landscaped lots, landscape setback areas,
medians, common retention basins, and park facilities shall be prepared by a
licensed landscape architect and comply with Chapter 8.13 LQMC. The
CondPC T28409CC-34 11
Planning Conunission Resolution 99-
Tentative Tract Map 28409, Extension #1
June 22, 1999
perimeter wall and landscaping improvements shall be approved by the Planning
Commission.
After approval from the Planning Commission, landscape and irrigation plans shall
be approved by the Community Development Department. Landscape and
irrigation construction plans shall be submitted to the Public Works Department
for review and approval by the City Engineer. The plans are not approved for
construction until they have been approved and signed by the City Engineer, the
Coachella Valley Water District, and the Riverside County Agricultural
Commissioner.
53. Slopes in landscape areas shall not exceed 5:1 within public rights of way and
3:1 outside the right of way.
54. Landscape areas shall have permanent irrigation improvements meeting the
requirements of the City Engineer. Use of lawn shall be minimized with no lawn
or spray irrigation within 5-feet 18-inches of curbs along public streets.
55. Unless otherwise approved by the City Engineer, common basins and park areas
shall be designed with a turf grass surface which can be mowed with standard
tractor -mounted equipment.
56. "The applicant shall ensure that landscaping plans and utility plans are coordinated
to provide visual screening of above -ground utility structures.
57. The perimeter landscaping and irrigation plan shall be reviewed and approved by
the (Planning Commission prior to building permit issuance for the houses within
the Tract. Palm trees installed along Avenida Montezuma shall have a minimum
(brown trunk height of 8-feet, and no less than 80 percent of the trees along
Avenida Montezuma shall be 24"- or 36"-box specimen trees (e.g., minimum
1.75" to 3" diameter trunk width per tree type) with remaining trees 15 gallon
in size with 1 " trunks. Ground mounted lighting shall be used periodically to
accent the parkway trees. Shrub spacing shall be 3'-0" on center unless plant
types are clustered to form distinctive design themes. The parkway landscaping
shall be installed either during construction of the Tract improvements or prior to
the release of a Certificate of Occupancy for any house.
CondPC T28409CCC-34 12
Planning Commission Resolution 99-—
Tentative Tract Map 28409, Extension #1
June 22, 199SI
The developer shall work with the Public Works Department to insure that the
planned landscaping improvements along Avenida Montezuma are consistent with
the City's plans under the Urban Forestry project.
58. The screen wall along Avenida Montezuma shall be decorative and include
pilasters at 50-foot intervals (Chapter 9.60 of LQMC). Wall openings are
encouraged. The wall shall vary in height either by grade elevation changes at
100--foot intervals or fluctuations in height, but not exceed six feet in overall
height. If additional height is determined by an applicant prepared acoustic
study, it shall be provided by berming beneath the wall. The design and location
of the screen wall shall be reviewed and approved by the Planning Commission
during review of the parkway landscaping. The perimeter Tract wall, excluding
Avenida Montezuma, shall be constructed using tan slumpstone masonry blocks
or other decorative material(s) which is compatible with the project entry wall
design.
QUALITY ASSURANCE
59. The applicant shall employ construction quality -assurance measures which meet
the approval of the City Engineer.
60. `The subdivider shall arrange and bear the cost of measurement, sampling and
testing not included in the City's permit inspection program but which are
required by the City to provide evidence that materials and their placement
comply with plans and specifications.
61. 'the applicant shall employ or retain California registered civil engineers,
geotechnical engineers, or surveyors, as appropriate, who will provide, or have
their agents provide, sufficient supervision and verification of the construction to
be able to furnish and sign accurate record drawings.
62. Upon completion of construction, the applicant shall furnish the City reproducible
record drawings of all plans which were signed by the City Engineer. Each sheet
of the drawings shall have the words "Record Drawings," "As -Built" or "As -
Constructed" clearly marked on each sheet and be stamped and signed by the
engineer or surveyor certifying to the accuracy of the drawings. The applicant
CondPC T28409CC-34 13
Planning; Commission Resolution 99-_
Tentative Tract Map 28409, Extension #1
June 22, 1999
shall revise the plan computer files previously submitted to the City to reflect the
as -constructed condition.
MAINTENANCE
63. The applicant shall make provisions for continuous maintenance of drainage,
common and perimeter landscaping and on -site street improvements by a
Homeowners Association (HOA). The applicant shall maintain off -site public
improvements until final acceptance of improvements by the HOA.
64. The applicant shall provide an executive summary maintenance booklet for
streets, landscaping and related improvements, perimeter walls, drainage
facilities, or any other improvements to be maintained by an HOA. The booklet
should include drawings of the facilities, recommended maintenance procedures
and frequency, and a costing algorithm with fixed and variable factors to assist
the HOA in planning for routine and long term maintenance.
FEES AND DEPOSITS
65. The applicant shall pay all deposits and fees required by the City for plan
checking and construction inspection. Deposit and fee amounts shall be those
in effect when the applicant makes application for plan checking and permits.
66. Prior to approval of a final map or completion of any approval process for
modification of boundaries of the property subject to these conditions, the
applicant shall process a reapportionment of any bonded assessment(s) against
,the iproperty and pay the cost of the reapportionment.
67. Parkland fees shall be paid prior to final map approval as required by the
Subdivision Ordinance (Chapter 13.48).
68. 'Two checks made out to the County of Riverside in the amounts of $1,250.00
and $78.00 for the project's environmental assessment {Negative Declaration)
shall be submitted to the Community Development Department within 24-hours
after review of the map by the City Council.
CondPC M 409CC-34 14
Planning; Commission Resolution 99-—
Tentative Tract Map 28409, Extension #11
June 22, 1999
FIRE DEPARTMENT
69. Schedule (A) fire protection approved Super fire hydrants (6" X 4" X 2'/2 " X
2 %2 ") will be located at each street intersection spaced not more than 330-feet
apart in any direction with any portion of any frontage more than 165-feet from
a fire hydrant. Minimum fire flow will be 1,000 g.p.m. for a two-hour duration
at 20 psi.
70. Prior to recordation of the final map, the applicant/developer shall furnish one
blueline copy of the water system plans to the Fire Department for review and
approval. Plans will conform to the fire hydrant types, location and spacing, and
the system will meet the fire flow requirements. Plans will be approved and
signed by a registered civil engineer and the local water company with the
following certification: "I certify that the design of the water system is in
accordance with the requirements prescribed by the Riverside County Fire
Department."
71. The required water system including fire hydrants will be installed and accepted
by the appropriate water agency prior to any combustible building material being
placed on an individual lot.
72. crates installed to restrict access shall be power operated and equipped with a
Fire Department override system consisting of Knox Key Operated switches,
series KS-2P with dust cover, mounted per recommended standard of the Knox
Company. Improvement plans for the entry street and gates shall be submitted
to the Fire, Public Works and Community Development Departments for
review/approval prior to installation.
MISCELLANEOUS
73. All houses constructed shall comply with the Uniform Building Code in effect
when the plans are submitted for plan check to the Building and Safety
Department.
74. The Tract layout shall comply with all Zoning Code requirements.
CondPC T28409CC-34 15
Planning; Commission Resolution 99-_
Tentative Trait Map 28409, Extension #1
June 22., 1999
75. Prior to final map approval, Covenants, Conditions and Restrictions (CC and R's)
shall be submitted to the City Attorney for review and comment. The CC and R's
shall be recorded with the Riverside County Recorder's Office and a recorded
copy shall be submitted to the Community Development Department.
76. All rnitigation measures of Environmental Assessment 96-335 shall be met.
77. Permanent signing for the Tract shall be approved by the Planning Commission
prior to issuance of a building permit for said structure(s) pursuant to the
provisions of Chapter 9.160 of the Zoning Ordinance.
78. All single family houses shall be single -story and not exceed 17-feet in overall
height.
79. All lots, which do not front onto a cul-de-sac, shall have a minimum lot frontage
width of 60-feet as required by the RC 60-RM-10,000/17 Zoning District
standards.
80. Twelve -foot wide landscape lots shall be created along each side of Street Lot
"A" on Lots 15 and 16. The length of the landscaping lots shall be 60-feet as
measured from the right-of-way line of Avenida Montezuma.
81. Developer and/or property agrees to indemnify, defend and hold harmless the City
of La Quinta in the event of any legal claim or litigation arising out of the City's
approval of this time extension request. The City of La Quinta shall have the
right to select its defense counsel in its sole discretion.
CondPC T28409CC-34 16
ATTACHMENTS
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Attachment 1
FITCHmENSINSERS INC.
ENGINEERS — SURVEYORS — PLANNERS
P.O. BOX 455, PALM DESERT, CA 92261
PHONE: (619) 345-7667
s
.•
Land Development
Kunkle Construction
General Contractor
Lic # 555653
Attachment 3
zo b t-u.-
Reoidential Construction
—\I-w VWA `tom \ N
P.O. Box 3121 • Del Mar, CA 92014 • Phone: (619) 793-2425 • Fax: (619) 350-9438
PH #C
PLANNING COMMISSION
STAFF REPORT
DATE:: JUNE 22,1999
CASE NO.: SITE DEVELOPMENT PERMIT 99-652
REQUEST: APPROVAL OF DEVELOPMENT PLANS FOR A 13,400
SQUARE FOOT GOLF MAINTENANCE FACILITY
LOCATION: SOUTH OF AVENUE 48 AND EAST OF DUNE PALMS
ROAD
APPLICANT/
PROPERTY OWNER: T. D. DESERT DEVELOPMENT L.P.
REPRESENTATIVE: McFADDEN McINTOSH ARCHITECTS
ENVIRONMENTAL
CONSIDERATIONS: SITE DEVELOPMENT PERMIT 98-652 IS WITHIN SPECIFIC
PLAN 84-004 AMENDMENT NO. 3 (RANCHO LA QUINTA).
THE PROJECT IS EXEMPT FROM THE CALIFORNIA
ENVIRONMENTAL QUALITY ACT (CEQA) PER PUBLIC
RESOURCES CODE SECTION 65457(A). AN ADDENDUM
TO ENVIRONMENTAL IMPACT REPORT (STATE
CLEARINGHOUSE #79020846) WAS APPROVED BY THE
CITY COUNCIL ON NOVEMBER 6,1984 (RESOLUTION 84-
77) FOR SPECIFIC PLAN 84-004. NO SUBSTANTIVE
CHANGES EXISTS WHICH WOULD REQUIRE THE
PREPARATION OF ADDITIONAL ENVIRONMENTAL
DOCUMENTATION. THEREFORE, NO FURTHER
ENVIRONMENTAL ASSESSMENT IS NECESSARY.
PURSUANT TO PUBLIC RESOURCES CODE 21166.
ZONING: GOLF COURSE/OPEN SPACE
GENERAL PLAN
DESIGNATION: GOLF COURSE/OPEN SPACE
SURROUNDING
ZONING/LAND USE: NORTH:
DESERT SANDS UNIFIED SCHOOL DISTRICT
SOUTH:
GOLF COURSE/LOW DENSITY RESIDENTIAL
EAST:
GOLF COURSE\ LOW DENSITY RESIDENTIAL
WEST:
GOLF COURSE/LOW DENSITY RESIDENTIAL
UTU
The site is part of Rancho La Quinta Specific Plan 84-004 Amendment No. 3 which
is south of Avenue 48 between Washington Street and Jefferson Street. The Specific
Plan permits the proposed use of a maintenance facility and employee parking lot at
the proposed locations. The parking lot site is located south of Avenue 48 at the
Dunes Palms Road entrance; the maintenance facility is located east of the parking
lot site across the Storm Water Evacuation Channel with vehicular access taken from
Avenue 48, 730 feet east of Dunes Palms Road.
The project consists of a 13,400 square foot maintenance facility and a 60 space
employee parking facility on 2.93 acres. The facility proposes to house equipment
and parts, a locker room and lunch facility, an irrigation control room, and offices.
The maintenance yard will be paved asphalt with street access at Avenue 48 having
6' high painted metal rolling gate. Equipment and maintenance vehicles access the
golf courses and country club grounds to the east and southwest of the site. The
yard will provide for material storage in five separate walled cubicles on a concrete
slab; an equipment wash area; a fuel storage tank and dispenser; a chemical
(fertilizer) storage container; and trash and roll -off dumpsters. Sixty employee parking
spaces are provided at the Dunes Palms Road entrance across the Storm Water
Evacuation Channel.
The metal roof is pitched at one quarter on twelve and has a continuous ridge vent.
The 13,400 square foot L-shaped maintenance facility is 15 '/2 feet in height and
made of pre-engineered steel with white textured exterior stucco 12 foot high wall
paneling on five sides. The south wall is a common wall with a CVWD well site
composed of a 6 foot concrete block wall and a 6 foot textured exterior stucco wall
paneling above the concrete block.
The front elevation has a 14 x 10 metal roll up door, five bronze colored aluminum
framed windows, and man doors to the equipment storage area, reception area and
lunch room. The right side elevation has three 14 x 10 roll up doors, two 14 x 12 roll
up doors and three bronze colored aluminum framed windows. All elevations are
trimrned with sandalwood colored metal panels.
The Landscape Planting Plan for the employee parking lot and maintenance facility
is consistent with the "Plant Material Palette" in the Specific Plan. Sweet Acacia ,
Blue Palo Verde, Thornless Mesquite, and African Sumac trees and a diverse variety
of shrubs unique to desert soil and climate conditions are provided.
The applicant's request was sent to sent City Departments and affected public
agencies on May 26, 1999, requesting comments to be returned by October 8, 1998.
All applicable comments are incorporated in the Conditions of Approval.
PUBLIC NOTICE:
This case was advertised in the Desert Sun newspaper and posted on June 8,1999.
All property owners within 500 feet of the site were mailed a copy of the public
hearing notice.
Architecture and Landscaping Review Committee unanimously approved the
architectural and landscape plans as submitted on June 2,1999. (Attachment 1,
Excerpts from Minutes)
ANALYSIS AND ISSUES:
General Plan Consistency
The General Plan Land Use Element designates the site as Golf Course/Open Space.
Open Space Element (Policy 4-1.2.3) allows accessory uses as proposed and is
consistent with the General Plan. The project is consistent with the surrounding
planned and existing land uses: golf course, proposed CVWD well site, and the La
Quinta Evacuation Channel.
The Rancho La Quinta Specific Plan 84-004 Amendment No. 3, Zoning &
Development Regulations allows the proposed use. The project is consistent with
the provisions of the Specific Plan 84-004 Amendment No. 3 General Architectural
and Siting Guidelines including building height, scale and massing.
The architectural design of the facility lacks a residential character consistent with the
architectural guidelines for the project area. The facility is not compatible with the
architectural style in Rancho La Quinta in that the roof line (i.e. the roof pitch),
exterior metal materials, architectural detail, and colors of the facility are not
consistent with the architectural guidelines for residential or commercial buildings in
the project area. However, the site is fairly isolated within the project area and is
surrounded by the storm water channel, a CVWD well site, Avenue 48, and 65 feet
from residential and golf course uses. Based on the site line study, views of the
facility are buffered by golf course mounding, the CVWD storm water channel and
well site, and trees within the landscape setback area to screen the facility.
Therefore staff is not recommending any design modifications.
Project landscaping, including but not limited to the location, type, size, color texture,
and coverage of plant materials has been designed to create a visual variety and
textural interest. Project landscaping promotes a feeling of oasis and uses drought
tolerant plant material to further aid in the conservation of water. Landscape
elements including walkways, walls and trees provide separation of traffic and golfers
and guests. The project is consistent with the provisions of the Rancho La Quinta
Specific Plan 84-004 Amendment No. 3 in that the type and size of plant material,
and landscape architectural elements are in compliance with the established theme
in Rancho La Quinta.
Adopt: Planning Commission Resolution 99- , approving Site Development Permit
99-652 to allow construction of a 13,400 square foot maintenance facility and
employee parking facility, subject to conditions.
Attachments:
1 . Excerpts from the June 2, 1999 minutes of the Architecture and Landscaping
Review Committee
2. Rancho La Quinta Specific Plan, Illustrative Land Use Plan
3. Plan Exhibits for the Maintenance Facility and Employee parking
Prepared by:
`-Pred Baker, AICP
Principal Planner
Submitted by:
Christine di lorio
Planning Manager
PLANNING COMMISSION RESOLUTION 99-
A RESOLUTION OF THE PLANNING COMMISSION
OF THE CITY OF LA QUINTA, CALIFORNIA,
GRANTING APPROVAL OF SITE DEVELOPMENT
PERMIT 99-652 APPROVING THE DESIGN PLANS
OF A 13,400 SQUARE FOOT MAINTENANCE
FACILITY AND EMPLOYEE PARKING LOT ON 2.93
ACRES
CASE NO.: SITE DEVELOPMENT PERMIT 99-652
APPLICANT: T.D. DESERT DEVELOPMENT L.P.
(RANCHO LA QUINTA)
WHEREAS, the Planning Commission of the City of La Quinta, California,
did on the 22nd day of June, 1999, hold a duly noticed Public Hearing and , for a
2.93 acre site with a 13,400 square foot Maintenance facility and employee parking
lot generally south of Avenue 48 and east of Dune Palms Road within Rancho La
Quinta, more particularly described as:
Parcel 18, Parcel map 20469, PMB 14095-100
WHEREAS, the Architecture and Landscape Review Committee, at its
meeting of June 2ND , 1999, did review the architecture and landscape plans for the
proposed project and recommended approval, subject to conditions.
WHEREAS, said Site Development Permit has complied with the
requirements of "The Rules to Implement the California Environmental Quality Act of
1970" as amended (Resolution 83-63) in that an Addendum to Environmental Impact
Report (State Clearinghouse #79020846) was certified by the City Council on
November 6,1984 (Resolution 84-77) for Specific Plan 84-004. The project is exempt
from the California Environmental Quality Act (CEQA) per public resources code
section 65457(a). No substantive changes exists which would require the preparation
of additional environmental documentation. Therefore, no further Environmental
Assessment is necessary pursuant to Public Resources code 21166.
WHEREAS, at said Public Hearing, upon hearing and considering all
testimony and arguments, if any, of all interested persons wanting to be heard, said
Comrnission did make the following Mandatory Findings of approval to justify said
Site Development Permit 99-652:
A. Site Development Permit 99-633 is consistent with the goals, policies and
intent of the La Quinta General Plan and Specific Plan 84-004, Amendment No.
3 provided conditions contained herein are met to ensure consistency with the
General Plan, Specific Plan and mitigation of environmental consequences
RESOPC.SDP 99-652
Planning Commission Resolution 99-
pursuant to Final Environmental Impact Report No. 90 (addendum). The
project is a Golf Course accessory use as identified in the 1992 General Plan
Update; therefore provisions of Land Use Element (Chapter 2) and Open Space
Element (Chapter 6) shall be met. Specific Plan 84-004, Amendment No. 3
designates the site as Golf Course which permits the proposed use.
B. The design and development of the golf club house and cart storage facility will
be consistent with the Rancho La Quinta Specific Plan and the City's Zoning
Code provided conditions are met.
C. The site design of the proposed project is compatible with the development
quality in the area accommodates site generated traffic, and is isolated and
screened by the surrounding uses: CVWD well site, La Quinta Evacuation
Channel and Avenue 48 and the street landscape setback.
D. The landscape design of the proposed project complements the building and
surrounding development in that it enhances the aesthetic and visual quality
of the area, provides adequate visual buffering with trees and golf course
mounding, and uses a high quality of plant materials.
E. The architectural design of the project is compatible with the surrounding
development in that is a similar scale, massing and building height of other
development in the area; it is not compatible with the Specific Plan Residential
Design Criteria; the building materials will be durable and low maintenance,
provided conditions are met.
NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the
City of La Quinta, California, as follows:
1. That the above recitations are true and constitute the findings of the Planning
Commission in this case;
2. That it does approve Site Development Permit 99-652 for the reasons set forth
in this Resolution and subject to the attached conditions
PASSED, APPROVED, and ADOPTED at a regular meeting of the La
Quinta City Planning Commission, held on this the 22nd day of June, 1999, by the
following vote,
to wit:
AYES:
NOES:
ABSENT:
RESOPC.SDP 99-652
Planning Commission Resolution 99-
ABSTAIN;
Robert T. Tyler, Chairman
City of La Quinta, California
ATTEST:
JERRY HERMAN, Community Development Director
City of La Quinta, California
RESOF'C.S[)P 99-652
PLANNING COMMISSION RESOLUTION 99-
CONDITIIONS OF APPROVAL - RECOMMENDED
SITE DEVELOPMENT PERMIT 99-652
JUNE 22, 1999
GENERAL
1. Upon Planning Commission approval, a memorandum noting that City Conditions of
Approval for development applications exist and are available for review at City Hall,
shall be recorded against the property with the Riverside County Recorder's office.
2. The subdivider agrees to defend, indemnify, and hold harmless the City of La Quinta
(the "City"), its agents, officers and employees from any claim, action or proceeding
to attack, set aside, void, or annul the approval of this permit. The City shall have
sole discretion in selecting its defense counsel.
The City shall promptly notify the subdivider of any claim, action or proceeding and
shall cooperate fully in the defense.
3. Prior to the issuance of a grading, construction or building permit, the applicant shall
obtain permits and/or clearances from the following public agencies:
• Fire Marshal
• Public Works Department (Grading Permit, Improvement Permit)
• Community Development Department
• Riverside Co. Environmental Health Department
• Coachella Valley Water District (CVWD)
• Imperial Irrigation District (IID)
• California Water Quality Control Board (CWQCB)
The applicant is responsible for any requirements of the permits or clearances from
those ,jurisdictions. If the requirements include approval of improvement plans,
applicant shall furnish proof of said approvals prior to obtaining City approval of the
plans.
The applicant shall comply with applicable provisions of the City's NPDES stormwater
discharge permit. The applicant shall submit a copy of the Notice of Intent received
frorn the CWQCB prior to issuance of a grading or site construction permit. The
applicant shall ensure that the required Storm Water Pollution Protection Plan is
available for inspection at the project site.
4. The applicant shall comply with the terms and requirements of the infrastructure fee
program in effect at the time of issuance of building permits.
A:\SDP 99652-c.ofa.wpd
IMPROVEMENT PLANS
As used throughout these conditions of approval, professional titles such as "engineer,"
"surveyor," and "architect" refer to persons currently certified or licensed to practice their
respective professions in the State of California.
5. Improvement plans shall be prepared by or under the direct supervision of qualified
engineers and landscape architects, as appropriate. Plans shall be submitted on 24"
x 36" media in the categories of "Rough Grading," "Precise Grading," "Streets &
Drainage," and "Landscaping." All plans except precise grading plans shall have
signature blocks for the City Engineer. Precise grading plans shall have signature
blocks for Community Development Director and the Building Official. Plans are not
approved for construction until they are signed.
"Streets and Drainage" plans shall normally include signals, sidewalks, bike paths,
entry drives, gates, and parking lots. "Landscaping" plans shall normally include
irrigation improvements, iandscape lighting and entry monuments. "Precise Grading"
plans shall normally include perimeter walls.
Plans for improvements not listed above shall be in formats approved by the City
En(�ineer.
GRADING
6. This project shall comply with Chapter 8.11 of the LQMC (Flood Hazard Regulations).
The project shall be graded to ensure that all floors and exterior fill at building
foundations are above the level of the project (100-year) flood. If the property on
which buildings are to be constructed was below the project flood elevation on the
date of the then -current Flood Insurance Rate Map, all fill under proposed building
pads shall be compacted to 95% Proctor Density (44 CFR §65.5(a) (6)) and the
applicant shall submit a completed elevation certificate for the property or for
individual buildings on the property prior to issuance of certificates of occupancy for
the buildings.
7. Prior to occupation of the project site for construction purposes, the applicant shall
submit and receive approval of a fugitive dust control plan prepared in accordance
with Chapter 6.16, LQMC. The Applicant shall furnish security, in a form acceptable
to the city, in an amount sufficient to guarantee compliance with the provisions of the
permit.
8. The applicant shall maintain graded, undeveloped land to prevent wind and water
erosion of soils. The land shall be planted with interim landscaping or provided with
other erosion control measures approved by the Community Development and Public
Works Departments.
A:\SDP 99652-c.ofa.wpd
9. Prior to issuance of building permits, the applicant shall provide building pad
certifications stamped and signed by a civil engineer or surveyor. The certifications
shall list approved pad elevations, actual elevations, and the difference between the
two, if any. The data shall be organized by lot number and shall be listed
cumulatively if submitted at different times.
Y
10. Stormwater water handling shall conform with the approved hydrology and drainage
plan for the Rancho La Quinta development. Nuisance water shall be disposed of
with no flow to the La Quinta Evacuation Channel.
11. If the applicant proposes discharge of stormwater directly or indirectly to the La
Quinta Evacuation Channel, the applicant shall be responsible for any sampling and
testing of the development's effluent which may be required under the City's NPDES
Permit or other City- or area -wide pollution prevention program, and for any other
obligations and/or expenses which may arise from such discharge. If such discharge
is approved for this development, the applicant shall make provisions in the CC&Rs
for meeting these potential obligations.
TILITI S
12. The applicant shall obtain the approval of the City Engineer for the location of all
above -ground utility structures located in areas visible from adjacent public streets
including, but not limited to, traffic signal cabinets, electrical vaults, water valves, and
telephone stands, to ensure optimum placement for aesthetic as well as practical
purposes.
13. Existing and proposed wire and cable utilities within or adjacent to the proposed
development shall be installed underground. Power lines exceeding 34.5 kv are
exempt from this requirement.
14. Underground utilities shall be installed prior to overlying hardscape. The applicant
shall provide certified reports of trench compaction for approval of the City Engineer.
STREET AND TRAFFIC IMPROVEMENTS
15. Prior to final inspection and issuance of a certificate of occupancy for any building
within the project area, and prior to the opening of the entry to the maintenance
facility parking lot, the applicant shall modify the traffic signal at the Ave 48/Dune
Palms IRoad intersection as required by the City Engineer to accommodate the parking
lot entry as the fourth leg of the intersection. This improvement is eligible for 50%
cost participation by the City which will be issued as a credit against the applicant's
remaining obligations for reimbursement of the cost of Avenue 48 improvements.
A:\SDP 99652-c.ofa.wpd
16. General access points and turning movements of traffic are limited to the following:
A. Maintenance Facility Parking Lot - This drive shall align with Dune Palms Road.
Full -turn access is allowed once signal modifications are complete.
B. Maintenance Facility Entrance - Right-in/right-out only.
17. Improvements shall include appurtenances such as traffic control signs, markings and
other devices, raised medians if required, street name signs, and sidewalks. Mid -
block street lighting is not required.
18. Improvements shall be designed and constructed in accordance with the LQMC,
adopted standards, supplemental drawings and specifications, and as approved by the
City Engineer. Improvement plans for parking areas and on -site circulation routes
shall be stamped and signed by qualified engineers.
19. The applicant shall design pavement sections using Caltrans' design procedure (20-
year life) and site -specific data for soil strength and anticipated traffic loading
(including construction traffic). Minimum structural sections shall be as follows (or
approved equivalents for alternate materials):
Residential & Parking Areas 3.0" a.c./4.50" a.b.
Collector 4.0"/5.00"
Secondary Arterial 4.0"/6.00"
Primary Arterial 4.5"/6.00"
Major Arterial 5.5"/6.50"
LANDS ;AENG
20. The applicant shall provide landscaping and a six-foot meandering sidewalk in the
perimeter setback along Ave 48. The portion west of the La Quinta Evacuation
Channel shall be completed with the adjacent landscaping to the west. The portion
within the channel and abutting the maintenance facility shall be an obligation of the
first residential, resort or recreational approval abutting Avenue 48 east of the
Channel and constructed with the perimeter landscaping for that approval or when
directed by the City Engineer, whichever is earlier.
21. Landscape and irrigation plans shall be signed and stamped by a licensed landscape
architect.
The applicant shall submit plans for approval by the Community Development
Department prior to plan checking by the Public Works Department. When plan
checking is complete, the applicant shall obtain the signatures of CVWD and the
Riverside County Agricultural Commissioner prior to submitting for signature by the
City Engineer. Plans are not approved for construction until signed by the City
Engineer.
A:\SDP 99652--cc.ofa.wpd
22. Landscape areas shall have permanent irrigation improvements meeting the
requirements of the City Engineer. Use of lawn shall be minimized with no lawn or
spray irrigation within 18 inches of curbs along public streets.
PUBLIC SERVICES
23. The applicant shall provide public transit improvements as required by Sunline Transit
and/or the City.
QUALIT,� ASSURANCE
24. The applicant shall employ construction quality -assurance measures which meet the
approval of the City Engineer.
25. The applicant shall arrange and bear the cost of measurement, sampling and testing
procedures not included in the City's inspection program but required by the City as
evidence that construction materials and methods comply with plans, specifications
and regulations.
MAINTENA 4CE
26. The applicant shall make provisions for continuous, perpetual maintenance of the
perimeter landscaping.
FEES AND DEPOSITS
27. The applicant shall pay the City's established fees for plan checking and construction
inspection. Fee amounts shall be those in effect when the applicant makes
application for plan checking and permits.
FIRE MARSHALL
28. Provide or show there exists a water system capable of delivering 2,000 gpm for a
3 hour duration at 20 psi residual operating pressure which must be available before
any combustible material is placed on the job site.
29. The required fire flow shall be available from a Super hydrant(s) (6" x 4" x 21/2" x
2112") located not less than 25' or more than 165' from any portion of the building(s)
as measured along approved vehicular travel ways.
30. The applicant/developer shall be responsible to submit written certification from the
waiter company noting the location of the existing fire hydrant and that the existing
waiter system is capable of delivering 2,000 gpm fire flow for a 3 hour duration at 20
psi residual operating pressure. If a water system currently does not exist, the
applicant/developer shall be responsible to provide written certification that financial
arrangements have been made to provide them.
A:\SDP 99652-c.ofa.wpd
31. Blue retro-reflective pavement markers shall be mounted on private streets, public
streets and driveways to indicate location of fire hydrants. Prior to installation,
placement of markers must be approved by the Riverside County Fire Department.
32. Prior to the issuance of a building permit, applicant/developer shall furnish one blue
line copy of the water system plans to the Fire Department for review. Plans shall
conform to the fire hydrant types, location and spacing, and the system shall meet
the fire flow requirements. Plans must be signed by a registered Civil Engineer and
the local water company with the following certification: "I certify that the design of
the water system is in accordance with the requirements prescribed by the Riverside
County Fire Department".
33. The required water system including fire hydrants shall be installed and operational
prior to the start of construction.
34. All buildings shall be accessible by an approved all-weather roadway extending to
within 150' of all portions of the exterior wall of the first story.
35. Install a complete fire sprinkler system per NFPA 13. The post indicator valve and fire
department connection shall be located to the front within 50' of a hydrant, and a
minimum of 25' from the building.
36. System plans must be submitted to the Fire Department for review, along with a
plan/inspection fee. The approved plans, with Fire Department job card must be at
the job site for all inspections.
37. Ins -tall a supervised water flow fire alarm system as required by the UBC/Riverside
County Fire Department and National Fire Protection Association Standard 72.
38. Prior to final inspection of any building, the applicant shall prepare and submit to the
Fire Department for approval, a site plan designating required fire lanes with
appropriate lane painting and/or signs.
39. Install portable fire extinguishers per NFPA, Pamphlet #10, but not less than 2A10BC
in rating. Contact certified extinguisher company for proper placement of equipment.
•
40. Install Knox Key Lock boxes, Models 4400, 3200 or 1300, mounted per
recommended standard of the Knox Company. Special forms are available from this
office for the ordering of the Key Switch, this form must be authorized and signed
by this office for the correctly coded system to be purchased.
41. If the building/facility is protected with a fire alarm system or burglar alarm system,
the lock boxes will require "tamper" monitoring.
A:\SDP 99652-c.ofa.wpd
42. If the facility requires Hazardous Materials Reporting (Material Safety Data sheets) the
Knox Haz Mat Data and Key Storage Cabinet, Model 1220 or 1300 with tamper
switches shall be used.
43. Install Knox key operated switches, series KS-2P with dust cover, mounted per
recommended standard of the Knox Company. Special forms are available from this
office for the ordering of the Key Switch. This form must be authorized and signed
by this office for the correctly coded system to be purchased.
44. Operation of the Knox key switch shall simultaneously open and control the gates for
both directions of travel.
45. Gate openings shall be not less than 16 feet in width. All gates shall be located at
least 40' feet from the roadway and shall open to allow a vehicle to stop without
obstructing traffic on the road. Gates shall have either a secondary power supply or
an approved manual means to release mechanical control of the gate in the event of
loss of primary power.
MISCELLANEOUS
46. The landscape planting plan shall be approved by the Community Development
Department for consistency with the existing planting in the landscape setback on
Avenue 48; landscape planting plan shall provide a six foot wide pedestrian on -site
sidewalk connecting the employee parking lot to the maintenance facility; the
landscape planting plan is required to identify all tree calipers and provide adequate
site screening of the facility.
ATTACHMENT #
Architectural & Landscape Review Committee
June 2, 1999
3� Committee Member Bobbitt concurred with Committee Member
Cunningham and stated the project was an attractive tracf.-Het en a ed if
the issue with La Quinta Palms regarding blocking of view was r olved.
Staff stated it was not an issue as the developeZunee
ord e with the
plans that had been approved by the City Cittee Member
Bobbitt commented that when a new developosed it should be
understood that a view will be blocked if not opment, the trees
and plant material which are required will fothe view when it
reached maturity. He did not think it was reasoy a project due to
the project blocking a view.
4. Committee Member Cunninghamated La Quinta Palms was originally
approved under Riverside Coun"d basically had no reason for raising an
objection. The City reviewsll projects as to their impact on surrounding
tracts and this tract was Allproved based on its ability to compliment the
surrounding homes. S;a: f stated the Sonrisa tract had a condition placed on
it to require one sto6units adjacent to La Quinta Palms.
5. CommitteeXember Bobbitt stated the landscaping and plant pallette were
fine as
6. Tre being no further discussion, it was moved and seconded by Committee
embers Cunningham/Bobbitt to adopt Minute Motion 99-014
recommending approval of Tract 25953-,-subj-ecti6con rtions as submitted.
Z--e�ously-
approved.
B. Site Development Permit 99-652; a request of T. D. Desert Development for
approval of a 13,400 square foot golf maintenance facility located south of Avenue
48 and east of Dune Palms Road.
1. Principal Planner Fred Baker presented the information contained in the staff
report, a copy of which is on file in the Community Development
Department.
3. Committee Member Cunningham asked if the maintenance facility could be
seen from public view. Staff stated the peak of the building will be seen
while driving east. When driving west, very little if any will be seen. The
views that will see it are from the golf course and the future Casitas units
proposed for that area.
4. Committee Member Cunningham stated there are two views, public and
interior. His concern is only for the general public view as the interior will
be mitigated by the developer.
CAMy'Docurnents\WPDOCS\ALRC6-2-99.wpd 2
Architectural & Landscape Review Committee
June 2, 1999
5. Committee Member Bobbitt asked if the CVWD well site was proposed or
existing. Staff stated it was proposed. Committee Member Bobbitt stated
that while driving down 48t' Avenue it did not appear that it would be
possible to hide the building and as this building is right on 48th Avenue. His
concern was that it is flat and appears to bring a commercial building to the
area that does not blend with the architecture of this area. It is too close to
48t' Avenue and needs to be dressed up so it does not look like a maintenance
yard.
6. Committee Member Cunningham stated that a metal prefabricated building
is easier to fix it compared to a plastered house with tile roofs. This is due
to not being maintained and becoming a problem. The simpler the building
the easier to maintain, but it should not be seen from the general public view.
7. Committee Member Bobbitt stated that if he were a homeowner he would
want the building hidden by at least plant material. As Avenue 48 is fairly
heavily traveled, he does not want it to look commercialized. As long as the
facility is hidden from the street he is not concerned with the looks of the
building.
8. Committee Member Bobbitt asked when the building would be constructed.
Mr. Art Gardner, Watson and Christiansen stated the lowest point of the site
is 14 feet below the pad. The building is on the east side of the wash and they
have to keep a minimum 50 foot pad elevation per CVWD. Committee
Member Bobbit asked if the applicant was being required to line the wash
with concrete. Mr. Gardner no. They can shape and mold it as they please.
He then reviewed the elevations with the Committee and showed how the
Casitas units would be blocked by landscaping. He noted that due to the
setback of the maintenance facility and part of the proposed wall, very little
of the facility would be seen.
9. Committee Member Bobbitt asked what the construction material would be
for the roof. Mr. Chuck McBride, Design Build Associates, displayed the
roof material and colors and discussion followed.
10. Mr. Chuck Shepardson, landscape architect, stated they are trying to screen
the interior and will help the view from 48th Avenue with mounding and plant
material. Discussion followed regarding the landscaping.
11. Committee Member Bobbitt asked if the Imperial Irrigation power poles
and/or substation would be removed or hidden. Mr. Mike Hulme, project
manager for Rancho La Quinta, stated they will be landscaping the electrical
substation to make it disappear as much as possible.
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Architectural & Landscape Review Committee
June 2, 1999
12. There being no further discussion, it was moved and seconded by Committee
Members Bobbitt/Cunningham to adopt Minute Motion 99-015,
recommending approval of Site Development Permit 99-652, as submitted.
Unanimously approved.
V. COMMITTEE MEMBER ITEMS: None
VI. ADJOURNMENT:
There being no further business, it wes moved and seconded by Committee Members
Bobbitt/Cunningham to adjourn th' regular meeting of the Architectural and Landscaping
Committee to the next regular 70ding to be held on July 7, 1999. This meeting was adjourned at
10:40 a.m. on June 2, 1999.,i'
Respectfully submitted,
BETTY J. SAWYER, Executive Secretary
City of La Quinta, California
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B 1 #A
MEMORANDUM
DATE: JUNE 18, 1999
TO: HONORABLE CHAIRMAN AND MEMBERS OF THE
PLANNING COMMISSION
FROM: LESLIE MOURIQUAND, ASSOCIATE PLANNER
VIA: CHRISTINE DI IORIO, PLANNING MANAGER
SUBJECT: SIGN APPLICATION 99466 - AIRTOUCH COMMUNICATIONS
The applicant has not submitted the additional information regarding their registered
trademark as requested at the June 8, 1999 Planning Commission meeting. Staff requests
that the item be continued until the July 13, 1999 meeting so that the applicant can have
additional time to submit this information.
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BI #
STAFF REPORT
PLANNING COMMISSION
DATE: June 22, 1999
CASE NO.: CAPITAL IMPROVEMENT PROJECT 99-05 - JEFFERSON STREET
WIDENING
APPLICANT: CITY OF LA QUINTA
LOCATION: INTERSECTION OF 52ND AVENUE AND JEFFERSON STREET
REQUEST: REVIEW AND MAKE A RECOMMENDATION TO THE CITY
COUNCIL REGARDING A ROUNDABOUT AT THE INTERSECTION
OF JEFFERSON STREET AND 52ND AVENUE
ENVIRONMENTAL
CONSIDERATION: A MITIGATED NEGATIVE DECLARATION OF ENVIRONMENTAL
IMPACT WAS CERTIFIED BY THE CITY COUNCIL UNDER
ENVIRONMENTAL ASSESSMENT 99-378.
BACKGROUND:
On March 18, 1997, the City Council approved the original Reimbursement Agreement
and MOU between CVAG, La Quinta, Indio, and the County of Riverside for Jefferson
Street Ultimate Improvements from Indio Boulevard to Avenue 54. The MOU identifies
the City of La Quinta as the lead agency and the City of I Indio and County of Riverside
as the cooperating agencies.
On April 29, 1997, the CVAG Executive Committee approved the original
Reimbursement Agreement and MOU between the City of La Quinta, City of Indio,
County of Riverside, and CVAG.
On March 16, 1999, the City Council approved Amendment No. 1 to the CVAG MOU.
Amendment No. 1 provides a 75%/25% split between CVAG and the affected
jurisdictions for the funding of this project. This amendment was approved by the
CVAG Executive Committee on February 22, 1999.
The proposed Jefferson Street Improvements will be constructed in two phases.
Phase: I improvements begin at State Highway 1 1 1 and end at Avenue 54. Phase II
improverents begin at Indio Boulevard and end at State Highway 1 1 1. This project
has been on an accelerated pace in order to capture 1.3 million dollars of additional
funding.
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On April 28, 1999, the City of La Quinta formally requested that CVAG issue
Amendment No. 2 to the CVAG MOU. Amendment No. 2 addresses reimbursement
for final engineering ($665,178), City administration costs ($33,259) and includes
reimbursement for estimated construction costs for Phase 1 Jefferson Street
Improvements from Avenue 54 to State Route 1 1 1. On May 14, 1999, the CVAG
Technical Advisory Committee (TAC) approved Amendment No. 2 to the CVAG MOU,
and Amendment No. 1 to the consultant contract for final design. In subsequent
communications, CVAG staff has indicated that this item will be considered for
approval by the Executive Committee during its meeting of June 7, 1999.
On May 18, 1999, the City Council took the following actions in relation to this
project:
1. Adopted a Resolution certifying a Mitigated Negative Declaration of
Environmental Impact for Environmental Assessment 99-378;
2. Approved Amendment No. 2 in concept and authorized the City Manager to
execute the amendment to the CVAG Reimbursement Agreement and
Memorandum of Understanding (MOU) for project final design and construction
of Jefferson Street from Avenue 54 to State Highway 1 1 1 when it becomes
available from CVAG to the City of La Quinta, City of Indio, and County of
Riverside;
3. Approved Amendment No. 1 amending the Robert Bein, William Frost and
Associates (RBF) contract in the Amount of $665,178 to prepare Plans,
Specifications and Engineer's Estimate (PS&E) for Project 99-05, Jefferson
Street Improvements, Avenue 54 to State Highway 1 1 1; and
4. Approved the PS&E and authorized staff to advertise and receive bids for
Project 99-05, Jefferson Street Improvements, Avenue 54 to State Highway
111. The PS&E approval stipulated that the potential roundabout proposed for
the intersection of Jefferson Street at Avenue 52 be bid as an additive alternate
and that a traditional signalized intersection be designed and included within the
base bid project.
During the May 18, 1999 City Council Meeting, the City Council requested additional
information regarding the advantages and disadvantages of constructing a roundabout
in lieu of a traditional signalized intersection on Jefferson Street at Avenue 52; as well
as, additional information regarding the landscaping for Jefferson Street. This project
has been on an accelerated pace in order to secure approximately 1.3 million dollars
of additional funding for this project. The two remaining issues of (1) construction of
a traditional signal or roundabout for the intersection and (2) the potential landscaping
for Jefferson Street are addressed below. A bid award prior to June 30, 1999 will
allover us to secure said funding. Any outstanding right-of-way issue(s) will be
discussed as the project moves forward.
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Roundabouts
Modern roundabouts follow design principles that are different from those of traffic
circles built in the United States in the first half of the 201h century. The old circles
often gave priority to entering traffic and were designed with the weaving movement
as a prime consideration. The circles became fairly large, with long distances between
consecutive entrances and exits and experienced relatively high speeds. In contrast,
the modern roundabout is designed for lower speeds, and its dimensions are
determined by the number of branches, required capacity, and the turning radii of
larger vehicles. Deflection of the vehicle path through the roundabout is a critical
design element affecting the safety of the roundabout. Entering traffic has to yield to
circulating traffic. At low traffic loads, vehicles enter without stopping; at higher
loads, entering traffic has to wait for a gap in the circulating stream. To increase
roundabout capacity, entries are flared to provide more than one entry lane, and the
circulatory roadway is widened.
Although there are fewer than 50 roundabouts in use in the United States, they
represent a variety of designs and applications. Roundabouts have been built in urban,
suburban, and rural environments, and on arterial roads, collectors, and local streets.
About two-thirds are single -lane roundabouts and one-third are multi -lane. Three
diamond freeway interchanges operate with two roundabouts each. The town of
Avon, Colorado built a string of five high -capacity roundabouts along a commercial
arterial, tying them together with a cultural theme in the central island treatment.
Locations appropriate for roundabouts include areas where there is not enough room
for an acceptable outside diameter or where it would be difficult to provide a flat
plateau (maximum three to five percent grade) for roundabout construction.
Intersections with heavy flows on the major road and low volumes on the minor road
may also not be appropriate, because of the undue delays imposed on the major flows.
In the City's General Plan, Jefferson Street is designated as a six lane major arterial.
Avenue 52 is designated as a six lane major arterial west of Jefferson Street and a
four lane primary arterial east of Jefferson Street. The projected average daily traffic
at "buildout" for Jefferson Street exceeds 45,000 vehicles per day. The projected
average daily traffic at "buildout" on Avenue 52 is approximately 34,000 per day west
of Jefferson Street, and 14,000 vehicles per day east of Jefferson Street. Therefore,
the intersection of Jefferson Street and Avenue 52 is considered an intersection with
heavy flows on all legs.
Although roundabouts may have a traffic calming effect, their purpose is to enhance
the efficiency of an intersection. Traffic on all legs are able to continually move
without the stopping and starting patterns necessitated by a traffic signal. The
constant circulation of a roundabout increases capacity at busy intersections.
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At conventional signalized intersections, pedestrians cross on marked crosswalks in
front of stopped vehicles. They cross with the aid of pedestrian activation indicators
that are located on traffic signals. Conflicts have arisen when motorists, attempting
to turn right on red, look over their left shoulder and do not focus on pedestrians that
may be within the crosswalk. In the case of a roundabout, the pedestrians are
crossing approximately 40' (2 car lengths) behind the merge line. Motorists
attempting to enter into the roundabout are looking over their left shoulder; however,
the vehicles that are stacked and not attempting to merge have their full attention in
front of them where the pedestrians are crossing. These crosswalks begin at the
handicap ramps and are not marked. The reason for the lack of crosswalk markings
is so that the pedestrians do not have a false sense of security. During times of low
flow, there is no vehicle stack at the merging lane of the roundabout. A striped
crosswalk would encourage residents to step out into traffic thinking the traffic will
stop. For this reason, it is recommended not to stripe a crosswalk.
According to the consultant, Ourston & Doctors, studies have indicated that
roundabouts are safer for pedestrian traffic as compared to conventional signalized
intersections; however, data differs from location to location. The consultant also
stated that studies have indicated that roundabouts are less safe for cyclists than
conventional signalized intersections. Most adult cyclists are familiar with the vehicle
code and ride bicycles in the direction of traffic, obeying all traffic laws. However,
children on bicycles tend to utilize the crosswalks and pedestrian safe zones; and
therefore, are not riding in the direction of traffic.
Advantages
A survey was conducted of all state departments of transportation in the United
States, the Canadian provinces, and 26 U.S. municipalities and counties to gain an
understanding of the general perceptions and current use of modern roundabouts. The
main reasons survey respondents gave for building or considering roundabouts are: 1)
greater safety, 2) shorter delays, 3) lower costs, and 4) aesthetic and urban design
reasons.
In addition to the design, operational and safety features, roundabouts appear to have
positive impacts on driver behavior and attitude. Slower speeds make drivers more
aware of their environment and of the other users. Yielding to traffic in the circle
induces a higher level of responsibility by the driver as compared to the "go" message
perceived with a green light.
Disadva itages
Problems that may occur with roundabouts are: 1) the advantage given to the low -
volume :street, may sometimes cause undue delays to the major street; 2) the
difference in right-of-way control for pedestrians may confuse pedestrians; 3) unusual
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or new maintenance procedures; 4) high construction costs in some instances; and 5)
right--of-way required for a roundabout is greater when compared to right-of-way
required for a conventional signalized intersection.
The roundabout consultant will complete a short presentation including slides and
video tape if the City Council so desires.
Respectfully submitted,
�ohn M. Freeland
Senior Engineer
Attachments:
Approved for Submission by:
Christine di lorio
Planning Manager
1. CalTrans Design Information Bulletin 80 - Roundabouts
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ATTACHMENT #
act W Design Information Bulletin Number 80 (DIB 80) - Roundabouts - The purpose of this
DIB is to provide guidance on appropriate applications, site requirements, geometric elements and
traffic analysis for use of roundabouts on the State highway system.
it —ate of California
Business, Transportation and Housing
A enc
Memorandum
o:
Dist:rict Directors
Date:
September 8,
1998
District Division Chiefs for
File No.:
Tanning, Design and
raffic Operations
rom:
DEPARTMENT OF TRANSPORATION
Design and Local Programs
Mail Station 28
Subject:FDesi,E
Information Bulletin 80 - Roundabouts
The attached Design Information Bulletin (DIB 80 supersedes the memorandum dated November
18, 1993 regarding the use of roundabouts on the State highway system. The purpose of DIB 80 is to
provide guidance on appropriate applications, site requirements, geometric elements, and traffic
analysis.
Neither Caltrans nor ASSHTO currently maintains standards for the design of roundabouts. Until
design standards are adopted by Caltrans, all proposals for roundabouts on the State highway system
shall be conceptually approved by the Project Development Coordinator prior to the approval of the
Project Study Report or other project initiation document. The conceptual approval will be based on
whether the proposal conforms with the general concepts contained in DEB 80.
It is recommended that copies of DEB 80 be distributed to all Project Engineers. A copy is also
available through the Design Program internet homepage (www.dot.ca.gov/hq/oppd) under the DEB
website.
If you have any comments or require additional information, please contact your Project Development
Coordinator or Geometric Reviewer.
ROBERT L. BUCKLEY
Program Manager
Design and Local Programs
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DESIGN INFORMATION BULLETIN NUMBER 80
California Department of Transportation
Design and Local Programs
Office of State Geometric Design Standards
ROUNDABOUTS
Approved By:
ROBERTL. BUCKLEY
Program Manager
Design and Local Programs
September 8, 1998
I. BACKGR UND
i
trans
The modern roundabout is a type of circular intersection that has been successfully implemented in
Europe and Australia over the past few decades. Despite the approximately 35,000 roundabouts in
operation around the world, there are fewer than 50 that exist in the United States. Until recently,
roundabouts have been slow to gain support in this country. The lack of acceptance can generally be
attributed to the negative experience with traffic circles or rotaries built in the earlier half of the
twentieth century. Severe safety and operational problems caused these traffic circles to fall out of
favor by the 1950's. However, substantial progress has been achieved in the subsequent design of
circular intersections, and a modern roundabout should not be confused with the traffic circles of the
past.
The modern roundabout is defined by two basic principles that distinguish it from a nonconforming
traffic circle.
1. Roundabouts follow the "yield -at -entry" rule in which approaching vehicles must wait for a gap
in the circulating flow before entering the circle, whereas traffic circles require circulating
vehicles to grant the right of way to entering vehicles.
2. Roundabouts involve low speeds for entering and circulating traffic, as governed by small
diameters and deflected entrances. In contrast, traffic circles emphasize high-speed merging
and weaving, made possible by larger diameters and tangential entrances.
In giving priority to entering vehicles, a traffic circle tends to lock up at higher volumes. The
operation of a traffic circle is further compromised by the high speed environment in which large gaps
are required fbr proper merging. These deficiencies have been corrected with the modern roundabout.
The number of roundabouts constructed in the U.S. is relatively small, but those that are currently in
operation have been reported to be performing favorably in terms of shorter delays, increased
capacity, improved safety, and improved aesthetics. The roundabouts have resulted in an overall
reduction in the number and severity of accidents, despite the initial concern that lack of familiarity
with this type of intersection would lead to driver confusion.
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H. CONCEPTUAL APPROVAL
Neither Caltrans nor AASHTO has maintained current guidelines for the design of roundabouts. Until
design standards for roundabouts are adopted by Caltrans, all proposals for roundabouts on
the State highway system shall be conceptually approved by the Project Development
Coordinator prior to the approval of the Project Study Report or other project initiation
document.
The conceptual approval will be based on whether the proposal conforms with the general concepts
contained in this Design Information Bulletin. The purpose of this document is to provide a basis for
evaluating roundabout proposals, and it is not intended to contain the comprehensive information
needed to complete a design. Proposed roundabouts should be discussed with the Project
Development Coordinator, Geometric Reviewer and Traffic Liaison Engineer throughout the
conceptual and design stages of the project.
After a number of roundabouts of variable capacities have been constructed statewide, a study will be
conducted by the Office of State Geometric Design Standards to evaluate the effectiveness of the
roundabout designs and to gather any information needed to adopt design standards. To assist in this
effort, the district should notify the Project Development Coordinator as soon as any issue is raised
regarding the; safety and operation of an intersection at which a roundabout has been installed.
III. APPROPRIATE APPLICATIONS
Roundabouts may be constructed on the State highway system for the primary purpose of improving
safety and operations at intersections. They should not be considered for reasons of traffic calming or
aesthetics, although such applications may be acceptable on facilities under other jurisdictions.
Examples of appropriate uses for roundabouts on State facilities are as follows:
• Improvement of Intersection Capacity
When considering methods to increase the capacity of an intersection, the use of a roundabout may be
analyzed as an alternative to stop signs or traffic signals. With conventional types of traffic controls,
only alternating streams of vehicles are permitted to proceed through the intersection at one time,
causing a loss of capacity to occur when the intersection clears between phases. In contrast, the only
restriction on entering a roundabout is the availability of gaps in the circulating flow. The slow speeds
within the circle allow drivers to safely select a gap that is relatively small. By allowing vehicles to
enter simultaneously from multiple approaches using short headways, a possible advantage in capacity
can be achieved with a roundabout. This advantage becomes more prominent when the volumes of
left or right turning movements are relatively high.
• Reduction of Queue Storage Requirements
Roundabouts can produce operational improvements in locations where the space available for
queuing is limited. Roads are often widened to create storage for vehicles waiting at red lights, but
the reduced delays and continuous flows at roundabouts allow the use of fewer lanes between
intersections. Possible applications may be found at existing diamond interchanges, where high left
turn volumes can cause signals to fail. By constructing a pair of roundabouts at the ramp
intersections, capacity improvements to the interchange can be accomplished without the costly
requirement of widening the structure to carry additional lanes over or under the freeway.
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- Accommodation of Unusual Intersection Geometries
Conventional forms of traffic control are often less efficient at intersections with a difficult skew
angle, a significant offset, an odd number of approaches, or close spacing. Roundabouts may be better
suited for such intersections, because they do not require complicated signing or signal phasing. Their
ability to accommodate high turning volumes make them especially effective at "Y" or "T" junctions.
Roundabout's may also be useful in eliminating a pair of closely spaced intersections by combining
them to form a multi -legged roundabout.
- Reduction of Accidents
At some: locations, a roundabouts can provide a possible solution for high accident rates by reducing
the number of conflict points at which the paths of opposing vehicles intersect. For example, over half
of the accidents at conventional intersections occur when a driver either (1) misjudges the distance or
speed of' approaching vehicles while making a left turn, or (2) causes a right angle collision after
violating; a read light or stop sign. Such accidents would be eliminated with a roundabout, where left
turns and crossing movements are prohibited. Furthermore, collisions at roundabouts would involve
low speeds and low angles of impact, and therefore, would be less likely to result in serious injury.
IV. SITE REQUIREMENTS
The following requirements should be considered when determining whether a proposed site is
suitable for a roundabout:
- Geometric :Design
Roundabouts should be considered only in areas that can accommodate an acceptable outside
diameter and other appropriate geometric design elements (see Section V). To provide adequate sight
distance for approaching drivers to perceive the layout of the intersection, the roundabout should be
preferably located either on level terrain or at the bottom of a sag vertical curve. The topography
should also allow the circle of the roundabout to be constructed on a flat plateau to provide visibility
within the intersection.
- Capacity Limitations
For proposed roundabout sites, an analysis of traffic volumes and turning movements should be
conducted to determine whether the roundabout would carry more capacity than another form of
traffic control or operational improvement (see Section VI). Because roundabouts have only begun to
appear in the U.S., there is a lack of empirical data regarding the volume at which a roundabout
begins to break down. Until further data is available, roundabouts on the State highway system should
be considered only at intersections where volumes generally do not exceed 5000 vehicles per hour.
Regardless ofwhether the proposal involves a new facility or an operational improvement, the design
of a roundabout should be based on estimated traffic 20 years after the completion of construction.
- Adjacent Intersections
Consideration should be given to the interactive effects between a proposed roundabout and the
adjacent intersections. Roundabouts are not suitable in areas with a coordinated traffic signal system,
because such systems break down when the progression of platoons is disrupted by the unregulated
movement of a roundabout. Conversely, a roundabout should not be constructed at a location where
the flow of vehicles leaving the intersection would be obstructed by queues from downstream traffic
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controls.
• Balanced Entry Volumes
Roundabouts may not be effective at intersections where entry flows are unbalanced. When the
volume on the major road is much heavier than that on the minor road, the equal treatment of
approaches may cause undue delay to the major road. Also, if the major road carries a heavy stream
of through -traffic, the lack of adequate gaps in the dominant flow may prevent the minor flow from
entering the roundabout.
• Pedestrian and Bicycle Traffic
Additional assessment is warranted prior to constructing roundabouts in areas where pedestrian or
bicycle activity is expected. With the absence of conventional crossing controls, many pedestrians do
not perceive roundabouts to be safe. Despite this perception, accident records indicate that with the
use of proper design elements, a pedestrian is at least as safe at a roundabout as at a conventional
intersection. However, the safety record for bicyclists appears to be more problematic. Multi -lane
roundabouts should not be considered at locations with existing bicycle activity unless an acceptable
alternative can be provided for routing bicycle traffic through the area. The safety of bicyclists begin
to deteriorate as roundabouts increase in size and speed.
V. GEOME'I RIC DESIGN ELEMENTS
There is no uniform design guidance in the U.S. for modern roundabouts. However, the Federal
Highway Administration is planning to develop guidelines within the next two years, and information
on roundabouts will also be introduced in the next edition of AASHTO's Policy on Geometric Design
of Highways and Streets. The design practices currently used in this country are generally based on
either the; British or the Australian guidelines.
The basic; principle of roundabout design is to restrict the operating speed within the intersection by
deflecting; the paths of entering and circulating vehicles. Safety and capacity benefits can be fully
achieved only if vehicles are physically unable to traverse the roundabout at speeds higher than
approximately 40 km/h. The major elements of a roundabout are shown in Figure A and are described
as follows:
Inscribed Circle: The diameter of the inscribed circle may range between 15 m and 100 m. A
minimum diameter of 37 m is required for roundabouts on the State highway system, because
smaller circles do not adequately accommodate truck movements. However, the safety
advantages of a roundabout may begin to diminish when the diameter of the inscribed circle
exceeds75 m.
Circulatory Roadway: The width of the circulatory roadway depends mainly on the number of
enttry lanes and the radius of vehicle paths. The roadway must be at least as wide as the
maximum entry width, and lane lines within the circle should not delineated. The pavement may
be either crowned or sloped to one side, depending on the need to facilitate drainage or
minimize adverse crossfalls for vehicle paths.
• Central Island: The central island is usually delineated by a raised curb, and its size is
determined by the width of the circulatory roadway and the diameter of the inscribed circle.
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• Truck Apron: A truck apron may be needed on smaller roundabouts to accommodate the
wheel path of oversized vehicles. The apron is usually designed as a mountable portion of the
central island.
• Splitter Island: This splitter island is placed within the leg of a roundabout to separate entering
and exiting traffic. It is usually designed with raised curb to deflect entering traffic and to
provide a refuge for pedestrian crossings.
• Bypass Lane: A bypass lane may be warranted for heavy right turn volumes.
• Pedestrian Crossing: The location of pedestrian crossing is generally recommended to be one
to three vehicle lengths behind the yield line. Bringing crossings closer to the circle would
reduce roundabout capacity, while placing them further away would expose pedestrians to
higher speeds.
• Approach Width: This approach width refers to the half of the roadway that is approaching the
roundabout.
• Departure Width:. This departure width refers to the half of the roadway that is departing the
roundabout.
• Entry Width: The entry width is the perpendicular distance from the right curb line of the entry
to the 'intersection of the left edge line and the inscribed circle.
• Exit Width: The exit width is the perpendicular distance from the right curb line of the exit to
the intersection of the left edge line and the inscribed circle.
• Flare: A flare may be used to increase the capacity of a roundabout by providing additional
lanes at the entry. Because flared entries tend to increase the potential for accidents, they
should be used only when required by traffic volumes.
• EntryAngle: To provide the optimum deflection for entering vehicles, the angle of entry should
be approximately 30 degrees. Smaller angles reduce visibility to the driver's left, while larger
angles cause excessive braking on entry and a resulting decrease in capacity.
• Entry Radius: The entry radius is the minimum radius of curvature measured along the right
curb at entry. The practical entry radius is approximately 20 in. Smaller radii may decrease
capacity, while larger radii may cause inadequate entry deflection.
• Exit Radius: The exit radius is the minimum radius of curvature measured along the right curb
at exit. The desirable exit radius is approximately 40 in.
VI. CAPACITY ANALYSIS
There are two approaches to calculating the capacity of a roundabout. The British method involves an
empirical formula based on measurements at saturated roundabouts, whereas the Australian method
uses an analysis based on gap acceptance. A draft update of the Highway Capacity Manual (HCM)
includes a procedure for determining the capacity of single -lane roundabouts using the gap
acceptance approach. For analyzing multi -lane roundabouts, the draft HCM suggests the use of
software programs, but no specific program is mentioned. It is recognized that there are advantages
to using empirical models to develop relationships between geometric design characteristics and
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roundabout performance. However, given the current lack of field data in the United States, the draft
HCM recommends using the analytical approach.
Although both approaches are currently acceptable, the fundamental differences between the
empirical and analytical methods may sometimes produce inconsistent results. The two methods are
described as follows:
• Empirical (British) Method
In the British method, the capacity formula is based on the relationship between entry capacity and
various geometric parameters. For example, the capacity of each approach to a roundabout decreases
linearly as the entry angle increases. Other parameters include entry width, approach width, entry
radius, and inscribed circle diameter. Two computer software packages commonly used to calculate
capacities, queues, and delays in accordance with the British formula are ARCADY (Assessment of
Roundabout CApacity and DelaY) and RODEL (ROundabout DELay). Statistical tests have been
performed to confirm the suitability of the geometric parameters used to predict capacity, and the
output of both computer programs have been verified through direct field observations.
- Analytical (Australian) Method
In the Australian method, the capacity of a roundabout is calculated using a traditional gap
acceptance approach that is similar to the process described in the HCM for analyzing two-way
stop -controlled intersections. It is assumed that drivers need a minimum "critical gap" in the
circulating flow before entering the roundabout. As the available gaps become larger, more than one
driver can enter with subsequent headways equal to the "follow-up time". The capacity formula
calculates the capacity of each approach as a function of the circulating flow, the critical gap, and the
follow-up time. SIDRA (Signalized and unsignalized Intersection Design and Research Aid) is a the
computer software package commonly used for predicting the performance of roundabouts by
applying the gap -acceptance methodology.
VH. REFERENCES
A recommended reference for general information on roundabouts is the National Cooperative
Highway Research Program Synthesis 264, "Modern Roundabout Practice in the United States".
Additional reference material is available through the Geometric Reviewer, and information on
ordering the appropriate capacity analysis software can be obtained from the Traffic Liaison Engineer.
http://wv,iv.dot.ca.gov/llq/oppd/dib/db80.htm 06/17/1999
db80.htm, at v✓ww.dot.ca.gov
Page 8 of 8
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This web site last modified September 23, 1998
http://wwm.dot.ca.gov/l,iq/oppd/dib/db80.htm 06/ 17/ 1999
BI A
Twf oF 4QuMrw
MEMORANDUM
TO: HONORABLE CHAIRMAN AND MEMBERS OF THE PLANNING
COMMISSION
FROM: JERRY HERMAN, COMMUNITY DEVELOPMENT DIRECTOR-�
DATE:: JUNE 22, 1999
RE: MASTER DESIGN GUIDELINES FOR FOUR SEASONS HOME,
INC. (MDG 99-005)
The Zoning Code requires additional development standards for the Cove Residential
area called Master Design Guidelines. Design Guidelines are required for any
developer/applicant constructing five or more houses in the RC District. Therefore
when a developer wants to pull a permit for the sixth house, the guidelines must have
been reviewed and accepted by the Planning Commission.
Four Seasons Homes seeks building permit approval for his sixth plus house. They are
submitting Master Design Guidelines for Planning Commission review. The attached
Guidelines contain information as to how the developer/applicant intends to vary the
exterior of the units which includes, but is not limited to, roof types, window and entry
treatment, stucco and paint colors, and roof tile colors.
Applicant is proposing two floor plans with three separate design elevation options;
design package includes landscape plans and wall detail. Staff has reviewed the
guidelines and has determined the applicant has generally provided adequate design
deviations with the exception of the "Gardenia" Plan "A" and "B". In addition, upon
Planning Commission approval, staff will use the guidelines to evaluate each building
permit application from this developer for compliance with the approved guidelines.
The only architectural design variation between the prototype options is the roof style.
Therefore, staff is recommending each option have a different entry column design.
Lastly, the "Gardena" is designed for a corner lot and as proposed the left elevation
also having street visibility is devoid of architectural detail. Staff is therefore
recommending window(s) with stucco surround(s) on the garage will.
RECOMMENDATION:
Planning staff recommends the Planning Commission accept the Master Design
Guidelines (MDG 99-005) as presented.
P:\MDG 99-005.wpd