MUP 2006-759r,
4
M
P.O. Box 1504
LA QUINTA, CALIFORNIA 92247-1504
78-495 CALLE TAMPICO (760) 777-7000
LA QUINTA,_ CALIFORNIA 92253 FAX (760) 777-7101
February 21, 2006
Mr. Larry J. Owens
77-545'R obin Road
Palm Desert, CA 92211
SUBJECT: MINOR USE PERMIT 2006-759
81-960 MOUNTAIN VIEW.LANE
Dear Mr. Owens:
Your request for approval of Minor Use Permit 2006-759, allowing the construction of a
casita/guesthouse at 81-960 Mountain View Lane in La Quinta, is hereby approved. You
may now contact the Building & Safety Department for your building permit.
Enclosed is the approved original Deed Restriction for this Minor Use Permit. It must be
signed by the owner in front of a Notary Public. The original approved documents are
then to be recorded with the County Recorder, with a recorded copy given to the City for
our files.
The Community Development Department will sign the .job card when :the recorded copy
is received, which would provide our clearance to the Building .& Safety. Department to
issue the building final inspection. Until the recorded copy is received by the Community
Development Department, your Minor Use Permit is not complete and a final inspection
will not be conducted by the Building & Safety Department.
Should you have any questions, please call me at (760) 777-7125.
Very truly yours
JAY WUU
Assistant Planner
Attachments
�c1l6-Tu hina_andlSafety s apartment
MINE-1ko-116
RECORDING REQUESTED BY:
Mr. Larry J..Owens
WHEN RECORDED PLEASE MAIL TO:
Mr. Larry J. Owens
77-545 Robin Road
Palm Desert, CA 92211
COVENANT AND AGREEMENT RESTRICTING THE USE OF THE.RESIDENCE AT
81-960 MOUNTAIN VIEW LANE, LA QUINTA, CALIFORNIA
This Covenant and Agreement are made and executed this 21St day of February
by Mr. Larry J. Owens, as the recorded owner(s) of the property described herein. The
City'of La Quinta, a Municipal Corporation, is hereby made a party to this Agreement for
the purposes set forth below.
The undersigned hereby certifies that he/she is the property owner of the
following described real property in the City of La Quinta, County of Riverside, State of
California:
APN: 767-480-013, in the City of La Quinti,
County of Riverside, State of California
In consideration of the City of La Quinta issuing a building permit for certain
improvements which will be constructed on said property, the undersigned does hereby
covenant and agree to, and with said City, to restrict the use of said property as follows:
The guest house may not be. rented nor sold independent of the main single-
family residence (Minor Use Permit No. 2006-759);
2. No kitchen or cooking facilities shall be constructed in the guest house per the
provisions of Chapter 9.30.030 (RL Zone District) and .9.60.110 (Guest Houses)
of the La Quinta Municipal Code;
3. All on-site facilities are intended for the sole occupancy of the property owner(s),
guests, and caretakers (i.e., a maid and/or housekeeper,, etc.); and,
4. The guest house shall be used' primarily as a sleeping facility, and shall be
maintained in accordance with all zoning and other codes as set forth in the La
Quinta Municipal Code, as may be amended from time to time.
This Covenant and Agreement. shall run with the land and shall be binding upon
future owners, their successors, heirs, or assigns, and ourselves, and shall continue in
effect while said accessory building remains on the real property or unless. otherwise
released by the authority of the City of La Quinta. All leases of said dwelling and/or
property shall be subject to this restriction. This Agreement shall be entitled to the
remedy of injunctive relief in addition of any remedy in law or equity.
This Covenant and Agreement and the provisions hereof are irrevocable, except
by the written. consent of all parties to the agreement, including the City of La Quinta, a
Municipal Corporation. The City shall have the right to enforce each and every
provision hereof and the parties agree that the Agreement shall not be rescinded,
revoked, modified, or otherwise amended or changed, without the expressed written
consent of the City first being obtained.
In the event that the owners, their heirs, assigns or successors in interest, shall .
fail to perform any obligation. hereunder, they hereby agree to pay all costs and
expenses incurred by the City of La Quinta in securing performance of such obligation,
including attorney's fees.
By: 1.
2.
3.
Signature(s) Printed Name of all owner(s)
Dated:
UZYMP
Douglas J4. Evans Date
Community Development Director
City of La Quinta
STATE OF CALIFORNIA 1
COUNTY OF RIVERSIDE ► ss.
CITY OF LA QUINTA )
On February 24, 2006 before me, Regenia Hensley, Notary Public, personally
appeared DOUGLAS R. EVANS personally known to me to be the person whose name
is subscribed.to the within.instrumerit and acknowledged to me that he executed the
same in his authorized capacity, and that by his signature on the instrument the person
or the entity upon behalf of which the person acted, executed the instrument..
WITNESS my hand and official seal. (Seal)
REG A HENSLEY Vii'
Notary Public .-• .W.
Commission # 1521423 ca�mN:,
E kes cf 23; =
Expiration: October 23, 2008
c&t-y� .4 4
" -
Building & Safety Department
Public Works Release to Issue
Building Permit
3.?- 07
To: Paul Goble, Senior Engineer Date to PWD: :
From: Greg Butler, Building & Safety Manager Permit #05-5588:
A release from Public Works Department is required prior to building permit
issuance for the following project:
Description: 171�d�RY a, 81-960 MOLIntaln View Lane Ra Vi S%oA)
Address or general, location: Tract 26769 lot 13
APN and/or legal description: 767-480-013
Applicant contact and telephone number: John Hacker 760-779-0657
Please do not return this form to Building & Safety Department until released for
building permit issuance. For issues delaying or preventing"release, please
contact applicant directly at the number above.
Note: Action required (reply to Building Department or contact Applicant) within
five (5) working days from date received by Public Works Department.
To: Greg Butler, Building & Safety Manager
From: John Freeland, Senior Engineer
The Public Works Department has reviewed the above project and finds that:
❑ ... issuance of this Building Permit does not require Public Works
Depa ht approval.
issuance of this Building Permit is approved by the Public Works
�epartment.
D (�
pwgreen — 4/18/03
It
Paul Goble
Subject: PCN TBA - Special Plan Check - Building Department - Precise Grading with Retention - Lot
13 - 81-960 Mountain View Lane TM 26769
Due Date: Friday, March 30, 2007
Status: Waiting on someone else
Percent Complete: 0%
Total Work:
Actual Work:
Owner:
0 hours
0 hours
Paul Goble
3/30/2007 - Paul/Tony reviewed and confirmed acceptability of as -built grading plan. Retention basins provide an
estimated 9550 ft3 of capacity with required volume estimated to equal 8536 ft3 - 3 hr storm governs.
Redline comments/sample calcuations and as -built plans given to Ed in Building (PG)
Riverside County HydrolftyMiffiffticut Method I LS
Calculation of
SYNTHETIC UNIT HYDROGRAPH
METHOD
I
Lag (hr) =
0.0
SHORTCUT METHOD
Less than 100-200 acres & LagTime
< 7-8 min )
Data Input boxed is calced
Concentration Point
NA
ISoil Group (Sheet 11/ pp 78)
B
Area Designation
NA
Precipitation Rate
PI E5.1-5.6)
2.6
Area acres
1.249426
0.00 sqmi
Area Precip Corr (E5.8 %
100.00
L (miles) 1
0.132576
Total Adjusted Storm =
2.60
Lca miles
0.0662881
Runoff Index PI E-6.1) . 1
56
Elev @ Headwater
460
AMC Condition (I, II, or III (Sheet E-8))
2
Elev @ Concentration Point
459
jlnfiltr Rate for Pery Areas (PI E-6.2)
0.51
H =
1
Devel Area Cover (PI 6.3)
60%
S ft/mile)-'
7.5
F Const Loss Rate (3-6 hr storm)
0.24
n Ave Mann, Plate E.3
0.0015
Low Loss Rate (Sheet E-9) -
0.15
Lag (min) I 1
0.1
Storm Frequency 10, 25, 100
100
La Quinta Zone 1 to 6
5
8537
Aubic Ft
Duration 3, 6, 24
3
Acre - Ft
Unit Time Pattern
Storm
Loss Rates
Effective
Flood
Period Percent
Rain
Max
Used Rate
Rain
Hydrograph
Volume
Sum Vol
Basin Infil
min %
in/hr)
in/hr)
(cfs)
(cult
cult
cult
5 1.3
0.41
0.24
0.24
0.17
0.2
64
64
10 1.3
0.41
0.24
4
0.17
0.2
64
128
15 1.1
0.34
0.24
0.24
0.11
0.1
40
168
20 1.5
0.47
0.24 1
0.24
0.23
0.3
87
255
25 1.5
0.47
0.24
0.24
0.23
0.3
1 87
342
30 1.8
0.56
0.24
0.24
0.33
0.4
122
465
35 1.5
0.47
0.24
0.24
0.23
0.3
87
552
40 1.8
0.56
0.24
0.24
0.33
0.4
122
674
45 1.8
0.56
0.24
0.24
0.33
0.4
122
796
50 1.5
0.47
0.24
0.24
0.23
0.3
87
884
55 1.6
0.50
0.24
0.24
0.26
0.3
99
983
60 1.8
0.56
0.24
0.24
0.33
0.4
122
1105
65 2.2
0.69
0.24
0.24
0.45
0.6
169
1274
70 2.2
0.69
0.24
0.24
0.45
0.6
169
1443
75 2.2
0.69
0.24
0.24
0.45
0.6
169
1612
80 2.0
0.62
0.24
0.24
0.39
0.5
146
1758
85 2.6
0.81
0.24 1
0.24
0.58
0.7
216
1974
90 2.7
0.84
0.24
0.24
0.61
0.8
228
2201
95 2.4
0.75
0.24
0.24
0.51
0.6
192
2394
100 2.7
0.84
0.24
0.24
0.61
0.8
228
2621
105 3.3
1.03
0.24
0.24
0.79
1.0
298
2919
110 3.1
0.97
0.24
0.24
0.73
0.9
274
3193
115 2.9
0.90
0.24 1
0.24
0.67
1 0.8
251
3444
120 3.0
0.94
0.24 1
0.24
0.70
0.9
263
3707
125 3.1
0.97
0.24
0.24
0.73
0.9
274
3981
130 4.2
1.31
0.24
0.24
1.08
1.3
403
4384
135 5.0
1.56
0.24
0.24
1.32
1.7
497
4880
140 3.5
1.09
0.24
0.24
0.86
1.1
321
5201
145 6.8
2.12
0.24
.0.24
1.89
2.4
707
5908
150 7.3
2.28
0.24
0.24
2.04
2.6
765
6674
155 8.2
2.56
0.24
0.24
2.32
2.9
871
7545
160 5.9
1.84
0.24
0.24
1.61
2.0
602
8146
165 2.0
0.62
0.24
0.24
0.39
0.5
146
8292
170 1.8
0.56
0.24
0.24
0.33
0.4
122
8414
175 1.8
0.56 1
0.24 1
0.24 10.33
0.4
122
8537
180 0.6 1
0.19 1
0.24
0.24
0.00
0.0 1
0
Page i
i
BASIN Infiltration.XLS G� �
Percolation Rate of Ret6ntio&Basin with Flow Rate
.L (ft) = 90 For L, W & b input, see graph Cell U
W (ft) = 10 Slope
H(all) (ft) _ 4 H (ft) = 3.0
b (ft) = 12 V (ft) _ 1.0
Increase H(in),by: 0.25 Ratio = 0.3
Perc Rate (in/hr): OA
Time n erva min):. 5 Note, col A & CeII D9 must be same as Syn Hydro Time Use
Basin Volume at H(all) = 9552 cuft
- ,Q0 erc Flow Vol Overflow Volume
Use hydro Lookup Volume minus perc Volume in Basin
it Flow . Area
Time (min) Dat�Here (/time int) (ent intial)
.(cfs,) �� (cuft) (sgft) (cult) (cuft)_ (cuft) (cult)
- 0 0 00 � 0 0 p ,
5 N 2t1% s 63.81 938 . 0 63:8 0.001
63.8
x
10,a. 021 R 128 976 0 127.6 0.0 127.6
15 fi 013 ' 168 1001 0 168.0 '0.0 168.0
20 255 1052 0 255.2 0.0 .255.2
25 �'` 0:29' 342 1104 0 342.4 0.0 342.4
30 0.41 465 1169 0 464.7 0:0, 464.7.
35� 0 29 ,fi' .552 1209 0 551.9 0.0 551.9
40 674 1276, 0 674.2 0.0 674.2
45 0.41'ry 796 1343 0 796.5 0.0 796.5
50 0 29 , 884 1384 0 883.7 0.0 •883:7
55
�0 33 „ 983 1425 0 982.6 0.0 982.6
60 Y 0.41 v 1105 1480 0 1104.8 0.0 _ 1104.8
65 0 56 : 1274 1550 0 1273.9 0.0 1273.9
70 �; 0,' 1443 1621 0 • 1443.0 0.0 1443.0
75
%tl0.56 a 1612 1692 0 1612.0 0.0. 1612.0
80 0 49 "; 1758.- 1750 0 1757.7 0.0 , 1757.7
85 �U 75 '4'x 1974 1837 0 1973.5 0.0 1973.5
�E
90 0076' .2201 1911. 0 2201.1 0.0 2201.1
95 064 2394 1985 0 2393.5 0.0 2393.5
10006` 2621 2060 0 2621.0 0.0 2621.0
105 0.99 ' 2919 2167 0. 2918.7 0.0 . 2918.7
110 0.91; 3193 2260 0. 3193.1 0.0 3193.1
115;a�0.84 ° 3444 2338 0 3444.0 0.0 34:44.0
ave '
120 t�NE0.88 3707 2416_ 0 3706.6 0.0 3706.6.
125a ` 0.91 3981 2496 0 3980.9 0.0 3980.9 -
130 k5z'-1 .34.„: 4384 2609 0 4383.9 0.0 4383.9
135 1 66 4880 2756 0 4880.4 0.0 4880.4
140 #„` 1.07 5201 2839. 0 5201.5 0.0 5201.5
145„ 2 36 5908. 3024 0 5908.5 '0.0 5908.5
150 r 2 "S 6674 3213. 0 667.4.0 0.0 - 6674.0
155°'290` 7545 3423 0 . 7544.7 0.0 7544.7
160 2.01 8146 3566 0 8146.5 0.0 • 8146.5
165 X0.49 ; 8292 3584 0 8292.1 0.0 8292.1
170' 0.41�fx 8414 3620 0 8414.4 0.0 8414.4
175vu 0 41 :, 8537 3638 0 8536.7 0.0 8536.7
180 .0.00 }; ' 8537 3638 0 . 8536:7 0.0 8536.7
Page 1 .
RETENTION BASIN SIZING
PROJECT NAME: 81-960 Mountain View Ln
LOCATION: ILA QUINTA
PROPERTY TYPE: 'SINGLE FAMILY"
Required Retention Volume Storage
60 Min. Period 24 Hour. 100 Yr. Storm 9371.25
30 Min. Period 6 Hour. 100 Yr. Storm 4905.792
30 Min. Period 3 Hour. 100 Yr. Storm 4272.9687
Calculation Entry:
0 PERCOLATION RATE OF SOIL IN/HR -- J�
45900 RUNOFF AREA IN SQ. FT.
4700 RETENTION AREA IN SQ. FT.
—0 THE DEPTH OF THE DRYWELL
�2 THE AVERAGE DEPTH OF THE RETENTION ARE/
�0 OUTFLOW IN C.F.S
Calculation Values: .0
in 24 HOUR RAINFALL RATE PLATE(E 5.6)
6 HOUR RAINFALL RATE PLATE(E 5.4)
is
>41"in 3 HOUR RAINFALL RATE PLATE(E 5.2)
0.7 in *SINGLE FAMILY* RUNOFF COEFFICIENT PLATE (D-5.1) 24 HOUR
0.64 in *SINGLE FAMILY* RUNOFF COEFFICIENT PLATE (D-5.1) 6 HOUR
0.62 in *SINGLE FAMILY* RUNOFF COEFFICIENT PLATE (D-5.1) 3 HOUR
AVAILABLE RETENTION VOLUME = 9400 + DRYWELL 0 = 9400 CU.FT.
0v -
C 1�
3/6/2007 2:47:19 PM
Y.
Project Name: 81.960 Mountain View Ln
60 MIN PERIOD 24 HOUR STORM
%
%'AREA'RAINFALL'RUNOFF
PERCOLATION
STORAGE
0.012
112.455 ' .' v
0
112.455
0.013
121.82625
0
121.82625
0.018
168.6825
0
168.6825
0.021
196.79625
0
196.79625
0.02B
262.395
0
262.395
0.029
271.76625
0
271.76625
0.038
356.1075
0
356.1075
0.046
431.0775
0
431.0775
0.063
590.38875
0
590.38875
0.082
768.4425
0
768.4425
0.071
665.35875
0
665.35875
0.073
684.10125
0
684.10125
0.101
946.49625
0
946.49625
0.114
1068.3225
0
1068.3225
0.104
974.61
0
974.61
0.085
796.55625
0
796.55625
0.014
131.1975
0
131.1975
0.019
178.05375
0
17B.05375
0.013
121.82625
0
121.82625
0.012
112.455
0
112.455
0.011
103.08375
0
103.08375
0.011
103.08375
0
103.08375
0.011
103.08375
0
103.08375
0.011
103.08375
0
103.08375
Required RetentionVolume =
9371.25 CU.FT,
30 MIN PERIOD 6 HOUR STORM
%
%'AREA'RAINFALL'RUNOFF
PERCOLATION
STORAGE
0.036
176.256
0
176.256
0.043
210.528
0
210.528
0.048
235.008
0
235.008
0.049
239.904
0
239.904
0.053
259.488
0
259.488
0.058
283.968
0
283.968
0.067
328.032
0
328.032
0.091
445.536
0
445.536
0.116
567.936
0
567.936
0.146
714.816
0
714.816
0.251
1228.896
0
1228.896
0.044
215.424
0
215.424
Required RetentionVolume =
4905.792 CU.FT.
30 MIN PERIOD 3 HOUR STORM
%
%'AREA'RAINFALL'RUNOFF
PERCOLATION
STORAGE
O.O85
362.8395
0
362.8395
0.101
431.1387
0
431.1387
0.139
593.3493
0
593.3493
0.174
742.7538
0
742.7538
0.299
1276.3413
0
1276.3413
0.203
866.5461
0
866.5461
Required RetentionVolume =
4272.9687 CU.FT.