MUP 0203-190a�
Shjning Brighter Than
P.O. Box 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
(7 60) 777-7000
FAX (760) 777-7101
September 18, 2002
RAM Development
75161 Sego Lane, Suite F-3
Palm Desert, CA 92211
RE: Minor Use Permit 2002-363; Construction trailer —6 3 P.4Y
The Quarry - Lot 22, TR 27728 -
Gentlemen,.-
The
entlemen:
The Community Development Department has reviewed your application for the above
referenced Minor Use Permit. The request for a construction trailer at the above referenced
site is approved in accordance with the following conditions:
GENERAL CONDITIONS:
1. Install one 2A1OBC fire extinguisher inside the trailer by the front exit door..
2. Any temporary lighting shall be directed away from surrounding residential properties
and properly shielded.
3. No set-up of the trailer shall be permitted until a grading, or building permit is issued.
Obtain a building permit including an.electrical permit for temporary power.
4. This approval is for location of a construction office trailer only; it does not allow
establishment of any fencing, equipment storage/staging areas, etc.
5. If there will be parking on the lot, a suitable parking area must be established -
compacted base, gravel aggregate or similar.
6.. One 2' x 3' trailer -mounted sign shall be placed close to the front door, displaying a
24-hour emergency phone number (minimum 1 " high letters) which emergency
personnel may call in case problems arise that need prompt attention. The sign shall
include any temporary address, and may include the company name for the purpose
of identification.
7. Restroom facilities shall be provided as may be required.
8. The applicant/developer agrees to indemnify, defend, and hold harmless the City of La
Quinta from any legal claim or litigation arising out of the City's approval of this
project. The City of La Quinta shall have the right to select its defense counsel at its
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C:\Wrk \Letters\MUP\mu 2002363.w d
9P P P
i
sole discretion.
9. Approval of Minor Use Permit 2002-363 shall be in effect 15 days from the date of
this letter, unless appealed pursuant to Section 9.200.120. Regardless, this approval
will expire one year from the date of this letter. An extension may be applied for by
filing a written request to the Community Development. Director, pursuant to Section
9.200.080.D. of the La Quinta Zoning Code.
The City may impose additional conditions to this application to mitigate any problems that
arise not previously addressed herein. This decision may be appealed to the Planning
Commission provided the necessary paperwork and filing fee of $175.00 are filed with this
office, within 15 days of the date of this approval letter.
If you have any questions, please contact me at 760-777-7069.
Very truly yours,
JERRY. HERMAN
COMMUNITY DEVELOPMENT DIRECTOR
w Z4-
Wallace H. Nesbit
Associate Planner
c: Building and Safety
'–Fire Marshal—
Code Compliance
C:\Wrkgrp\Letters\MUP\mup2002363.wpd
REGISTERED INSPECTOR'S WEEKLY REPORT
JON TANDY
37630 Medjool Ave.
Palm Desert, CA 92211
Office (760) 772-7192
Fax (760) 772-7193
Pager (760) 776-3338
TYPE OF
INSPECTION
PERFORMED
0 REINFORCED CONCRETE UCT. STEEL ASSEMBLY
0 POST TENSIONED CONCRETE ASPHALT
0 REINFORCED MASONRY 0 FIRE PROOFING
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PAGE OF
CERTIFICATION OF COMPLIANCE
'HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY
KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE
NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED
PLANS. SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE
GOVERNING BUILDING LAWS.
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REGISTERED INSPECTOR'S WEEKLY REPORT
JON TANDY
37630 Medjool Ave.
Palm Desert, CA 92211
Office (760) 772-7192
Fax (760) 772-7193
Pager (760) 776-3338
TYPE OF
INSPECTION
PERFORMED
❑REINFORCED CONCRETE RUCT. STEEL ASSEMBLY ❑ S ��
❑ POST TENSIONED CONCRETE ❑ ASPHALT `OTHER
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CONTINUED ON NEXT PAGE O
PAGE OF
CERTIFICATION OF COMPLIANCE
I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MV
KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE
NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED
PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE
GOVERNING BUILDING LAWS.
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REGISTERED INSPECTOR'S WEEKLY REPORT
JON TANDY
37630 Medjool Ave.
Palm Desert, CA 92211
Office (760) 772-7192
Fax (760) 772-7193
Pager (760) 776-3338
TYPE OF
INSPECTION
PERFORMED
❑ REINFORCED CONCRETE 9XTRUCT. STEEL ASSEMBLY
❑ POST TENSIONED CONCRETE ❑ ASPHALTpTHER
❑ REINFORCED MASONRY ❑ FIRE PROOFING
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DAY OF WEEK
MATERIAL DESCRIPTION
ARCHITECT
INSPECTOR'
MRS. CHARGED
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COPY SENT TO CLIENT O
CONTI 0 ON NEXT PAGE O
PAGE OF
CERTIFICATION OF COMPLIANCE
I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY
KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE
NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED
PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE
GOVERNING BUILDING LAWS.
XATrEf REGISTERED INSP OR0X0.61 q7.�
DATEI OF IREPORT REGISTER NUMBER
15:44 _ 9098890455
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1016 KNAPP & TANG STRUCTURAL ENGINEERS, INC.
408 So. Stoddard Ave,. San Bernardino, CA. 92401
. Phone: (909) M-0115 Fax: (909) 889-0455 Email: knappae@4ol.com
March 28, 2003
To: Building & Safety Department
La Qulnta, CA
Re: The Jacobs Residence
The Quarry Country Club
La Quinta, CA
On March 26, 2003,1 performed a field inspection on the subject residence. The following corrections
were made:
At mechanical room #3, provide Simpson "SS1.5" stud straps at notched studs (three places). At
mechanical room ##2 (west wall) cuts have been made at the base of the plywood shear to
accommodate plumbing penetrations. This wall has minimal lateral loading, and could function with
piaster shear alone, and therefore Is ok with cuts at the base. The entry tower roof has hip beams
hung from other hip beams at the peak using Simpson sloped Hangers per our structural detail
10153.7. This detail, and installation are structurally appropriate. The 18" Simpson "Strong Wall" at
the front of the golf cart garage has a 4" diameter hole rut through it for installation of a light fixture.
This hole is 3" or 4" off center of the shear panel. The location of the hole in the panel will not
diminish the structural capabilities of the "Strong Wall".
Once the aforementioned repairs are made the structure will be in compliance with -our plans, and
the house should be ready for installation of finishes -
Respectfully Respectfully submitted, rtESS1 e
Leonard C.Kna -.
Pp
Engineer of Record
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REGISTERED INSPECTOR'S WEEKLY REPORT,
JON TANDY
37630 Medjool Ave.
Palm Desert, CA 92211
Office (760) 772-7192
Fax (760) 772-7193
Pager (760) 776-3336
TYPE OF
INSPECTION
PERFORMED
❑ REINFORCED CONCRETE TRUCT. STEEL ASSEMBLY O /` div`
❑ POST TENSIONED CONCRETE O ASPHALT 14r6THER
O REINFORCED MASONRY O FIRE PROOFING //�
JOB LOCATION
REPORT SEQUENCE NO.
TVPV'URE
OAO3
DJ
DAY OF WEEK
MATERIAL DESCRIPTION
ARCHITECT
HRS. CHARGED
�ENGINEER
�cP
ASSISTANTS
HRS. CHARGED
INSPECTION
DATE
GENERAL
CONTRACTOR
�(n SUB
/p , CONTRACTOR
-
C its l 1, e o
Wo
to T`4 -
l3 0 CAL
COPY SENT TO CLIENT 0
CONTIN ED ON NEXT PAGE O
PAGE OF
CERTIFICATION OF COMPLIANCE
I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MV
KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE
NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED
PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE
GOVERNING BUILDING LAWS.
IG ATUR OF REGISTERED SPECTOR
C rc o ! aoz lq
DAT6F OF REIPORT REGISTER NUMRFR
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Mar 31 03 09:15a RAM Development
[7601 346-8833 p.l
KNAPP & TANG STRUCTURAL ENGINEERS, INC.
1**%I408 So. Stoddard Ave, San Bernardino, CA 92401
Phone: (909) 889-0115 Fax: (909) 889-0455 Email: knappae@aol.com
March 28, 2003 :$? FJ4096W
To: Building & Safety Department
La Quinta, CA
Re: The Jacobs Residence
The Quarry Country Club
La Quinta, CA
On March 26, 2003, 1 performed a field inspection on the subject residence. The following corrections
were made:
At mechanical room #3, provide Simpson "SS1.5" stud straps at notched studs (three places). At
mechanical room #2 (west wall) cuts have been made at the base of the plywood shear to
accommodate plumbing penetrations. This wall has minimal lateral loading, and could function with
plaster shear alone, and therefore is ok with cuts at the base. The entry tower roof has hip beams
hung from other hip beams at the peak using Simpson sloped Hangers per our structural detail
10/S3.7. This detail, and installation are structurally appropriate. The 18" Simpson "Strong Wall" at
the front of the golf cart garage has a 4" diameter hole cut through it for installation of a light fixture.
This hole is 3" or 4" off center of the shear panel. The location of the hole in the panel will not
diminish the structural capabilities of the "Strong Wall".
Once the aforementioned repairs are made the structure will be in compliance with our plans, and
the house should be ready for installation of finishes.
Respectfully submit
O�
Leonard C. Knapp<
Engineer of Record
05/08/02 17:01 FAX 203 546 6003 WATERWORKS PURCH 2 001/003
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05/08/02 17:01 FAX 203 546 6003 WATERWORKS PURCH
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. ree differen ` series of �lhiripools: Builder, Luxury and Platinum
er 60 differnt bathtub sizes and styles
er 20 different shower bases sizes
4 er 30 trim fgnishes
• l nllmited colc)r,selectilorl
• Tyr®e chases of 19t s lips. low profile, rotary and jumbo
stylips.
• �us#cam pumR location 6tvallable
variety of optionai accE.ssories
pprp�ved Dy:
` Pi4etropplitan Dade
County Florida, #93-1101!. 34
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City of San Francisco. 800A 77-1
C'ay of os Angeles, i
RR 4415 and M 82413;t
state of wism nsin, 90-04 0202—F
Board of Sate Exarnlner:s of
Plurnbersi and Gas Fllte rs
The Commonwealth of Masskchusetts
StGte of Ohio Plumbing A.dvl�itry Board
The New York Clty Advi:s f Board
under Approval No. 3:li05
Gky� of Chicago
Page 2
Listed! By:
EI�Grlcol & P m6ing
B33}
EleGrique & Plomberie
LPG �5q
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2741 3112
Bathwu -. Shower Bases
In calttpiiunce with
ANSI 7124.1 - 1995
ANSI Al 12.19.7 - 1957
ANSI Al 12.19.8 - 1987
ASTM 1=462 - 79 (85)
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p*pprote Flendq North Hollywood. CA • 8181982-1711
FAX: 81&9n-2764
Charlotte, NC - 7o46SS-3075
FAX: 7041588-3166
E-mail_ >Id@ amerlch.com
16002/003
&7 98 AMWIch
TOTAL P.Q1
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FROM : Feiro Engineering, Inc. FAX NO. : 760 346-2548 May. 01 2002 07:12AM P2
41-625 Eclectic Street, Suite CG1
P-O. Box 1-2980
Palm Desert, Ca. 92255
(760) 34& 8015
(760) 346-2548 Fax
fi:irneearthhnk-net
Fe ro
April 30, 2002
City of La Quinta
78-495 Calle Tampico
La Quinta, CA. 92263
RE_ Pad Certification, Lot 22, Tract 27728 (The Quarry)
This letter will serve to state that we have field checked the pad elevations
for the above project and found them to be as follows:
Field check elevation:
147.6 (High) 146.5 (Low)
The pad slopes at approximately 1 % grade from southwest to northeast in
accordance with the approved Rough Grading Plan for Tract No. 27728.
If you have questions or if I may be of further assistance please feel free to
contact me at the above numbers.
5i er ly,
Ronald K. Feiro
President
RCE 52260
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c� rI❑.G52260 } �
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