SA 2007-1209November 28, 2007
Ms. Karen Gaabucayan
Nadador, LLC
78-120 Calle Estado, #203
La Quinta, CA 92253
SUBJECT: SIGN PERMIT 2007-1209
RESIDENCE CLUB ENTRANCE MONUMENT SIGNS
Dear Ms. Gaabucayan:
The Planning Department has reviewed and approved your request for two permanent free-
standing. monument identification signs at the entrance 'to the Residence Club. The
approval is subject to the following Conditions of Approval:
1. This sign permit is' for two permanent indirectly -illuminated single -sided
monument signs with %4 -inch aluminum letters mounted with a %2 -inch space off.'
the wall, no greater than 24 square feet. The sign details and placement
locations are per approved plans on .file with the Planning Department.
2. .The monuments shall not be greater than five (5) feet in height, measured from
the top of the grade to the top of the monument signs, and twenty (20) feet in
length.
3. The signs shall be lower than thirty (30) inches in height if placed within the
"intersection obstruction triangle" as determined by the City.
4. If required, a building permit shall be obtained from the Building & Safety
Department prior to installation of the signs.
Enclosed are two stamped -approved copies of the plans. One is for your submittal to the
Building & Safety. Department and the other is for your records.
Should you have/any questions, please feel free to contact me at (760) 777-7125.
Sinkerely,
A ocia a Planner
P.'O. Box 1504 • LA QUIN,rA,' CALIFORNIA 92247-1504
78-495CALLL' TAMPICO • LA QUINTA, CALIFORNIA 92253
(760) 777-7000 -FAX (760) 777-7101
CITY OF LA QUINTA
BUILDING AND SAFETY DEPARTMENT
RETAINING WALL STANDARD
RETAINING WALL SPECIFICATIONS
ALL WALLS SHALL BE CONSTRUCTED OF THE HIGHEST QUALITY
WORKMANSHIP IN ACCORDANCE WITH THE 19911 U.B.C., AND THE
FOLLOWING SPECIFICATIONS:
1. CONCRETE - f c=2000 PSI AT 28 DAYS PER ASIM C150
2. MASONRY - f' m=.1500 PSI GRADE IN PER ASTM C150
3. GROUT 2000 PSI AT 28 DAYS PER U.B.C. TABLE 24-B
4. MORTAR - 2000 PSI AT 28 DAYS PER U.B.C. TABLE 24-A AMB
ASTM C2.70
5. REINFORCING - DEFORMED BARS CONFORMING TO ASTM, A615
GRADE 40. STEEL LAPS SHALL BE 40 BAR DIAMETERS OR MORE.
BEND HORIZONTAL BARS AROUND CORNERS A MINIMUM OF 24'.
VERTICAL STEEL SHALL BE HELD IN PLACE BY WIRE TIES AT THE
TOP AND BOTTOM OF THE BARS BUT NOT EXCEEDING 8 FT. IN
SPACING PRIOR TO SPACING PRIOR TO GROUTING. STEEL'
PLACEMENT IS CRITICAL AT THE BASE OF WALLS AND AT CHANGES
IN BLOCK SIZE. ADHERE STRICTLYTO THE DIMENSIONS SHOWN ON
THE PLANS.
6. ALL FOOTING TO BE POURED ON UNDISTURBED NATURAL GROUND
OR ON COMPACTED FILL WITH A MINIMUM DENSITY OF 90%
RELATIVE COMPACTION.
7. DRAINAGE SHALL BE ACCOMPLISHED BY PLACING A 3". DIAMETER
PERFORATED ABS OR PVC DRAIN LINE BEHIND THE WALL AT THE
TOP OF THE FOOTING AND COVER WITH 1 CUBIC FOOT PER LINEAL
FOOT OF 1/2" PEA GRAVEL, AT LEAST 8" OVER THE TOP OF THE
PIPE. EXIT THE DRAIN LINE OUTSIDE THE WALL AT A LOCATION
WHERE THE DISCHARGE OF WATER WILL NOT BE OBSTRUCTED AND
AS APPROVED BY THE BUILDING OFFICIAL. MAINTAIN AT LEAST
1 % GRADE.
B. PROVIDE VERTICAL EXPANSION JOINTS PER DETAIL HEREON SPACE
BETWEEN 60 FT.. AND 200 FT. APART. PLACE EXPANSION JOINT AT
FOOTING STEPS UNLESS NO STEP IS PRESENT..
9. GROUT LIFT SHALL NOT EXCEED 6 FT. WHEN GROUTING .IS
PERFORMED IN MORE THAN ONE LIFT. STOP THE INTERMEDIATE
GROUT LIFT 1-1'2" BELOW THE TOP OF THE BLOCK TO PROVIDE A
KEY FOR THE NEXT LIFT.
10. BACKFILLING SHALL NOT OCCUR'UNTIL AT LEAST 14 DAYS AFTER
.GROUTING IS COMPLETE.
11. GROUT ALL CELLS SOLID.
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. - APPR®. BY PLANNING DEPAIiTM NT
BY DATE 4s
EXHIBIT
GABE NQ
PGA WEST
clleM:
KAREN K
MONUMENT SIGN
& LETTERS
Aa=r%t Represcmta ve: . ”
JENNIFERJIMENEZ
JENNIFER JIMENEZ '
Deft: .. ..
NOVEMBER 21, 2007
PROOF ,
Check copy carefully,' .
including spelling.
Customer assumes
responsibility for final
approval.
Approved By:
Date:
1550 S. Gene Autry Tran
Palm Spr fts, CA 92284
.780.320.3042 "
FAX 780-320.2090
78.078 country Club Dr. wite 108'
Bermuda Dunes. Ce 92201
790.345.9115
FAX 780345.9842.
www.beaWgnslnc.com '
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File: SKETCHESACOR ' -