MUP 2006-871Rem" taodo
City of La Quinta
Community Development Department
78-495 Calle Tampico
La Quinta, California 922
[ECENE
(760) 777-7125 FAX: (76 7�jCl jj&6
OFFICE USE ONLY
Case NoA ._ N `07
Date R vd.1 29
Fee: 'd-C� I'-) r)
Related Apps.:
Logged in by:
APPLICATION FOR MINOR USE PERMIT APPROVAL
MINOR USE PERMIT applications are reviewed and approved by the Community Development Director
pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring
the permit do not have an adverse impact on surrounding properties, residents, or businesses.
APPLICANT S
(Print)
MAILING ADDRESSb��� ���; �'�v Phone No
<0)
CITY, STATE, ZIP: C _ ( r� �'�yi a�- `J Fax No-bLoc�) -vi - O�
PROPERTY OWNER (If different):
MAILING ADDRESS:
CITY, STATE, ZIP:
DEC 9 8 2006
CITY OF LA QUINTA I Phone No.
Fax No.
PROJECT LOCATION: ���'l L& � K �J '_ I ° � Gu l ry�,c-
PROPOSED USE AND/O11R CONSTRUCTION (Incl11uding operational information):
(attach sheets if needed)
LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): -7(`(;i- 3� 1�-�-
AI8\NIinor Use Permit
SUBMISSION REOUIREMENI{S:
❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff).
Five (5) sets of plans on 8'/2" x 1 I" sheet or folded down to 8%2" x I I".
❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be
charged full fee, with remaining related applications discounted 50% for each. This discount does not apply
to Environmental Information form.
n
NAME OF APPLICANT
'"�f 166
ll-u`�
(Please Print)
SIGNATURE OF APPLICANT ` DATE
NAME OF PROPERTY OWNER ,�Q (A t—tOY%1 e 5
(Please Print)
SIGNATURE OF PROPERTY OWNER(S)
IF NOT SAME AS APPLICANT: DATE
(Signature provides consent for applicant to use site for proposed activity).
DATE
(Separate written authority by owner to submit application may be provided)
NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE
GROUNDS FOR DENYING APPLICATION.
A I Minor Use Permit
IF • 0
January 3, 2007
Ms, Gabbie Nieto
Shea Homes
60-800 Trilogy Parkway
La Quinta, CA 92253
SUBJECT: MINOR USE PERMIT 2006-871
TRILOGY, PHASE 16D1 CASITAS
Dear Ms. Nieto:
N
IBFILE coPr
Your request for approval of Minor Use Permit 2006-871 allowing the construction of casitas at
the following locations is hereby approved:
Lot 22: 61-643 Topaz Drive
Lot 23: 61-667 Topaz Drive
Lot 24: 61-691 Topaz Drive
You may now contact the Building & Safety Department for your building permit.
Enclosed are the approved original Deed Restrictions for each address. They must be signed
by the owners 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 cards when the recorded copies are
received, which would provide our clearance to the Building & Safety Department to issue the
building finai inspection. Until the recorded copies are received by the Community Development
Department, your Minor Use Permit is not complete and final inspections will not be conducted
by the Building & Safety Department.
Should you have any questions, please call me at (760) 777-7125.
Sincerely.
INNEFRANCO
Assistant Planner
c. Building and Safety Department
P.O. Box 1504 • LA QUINTA, CALIFORNIA 92247-1504
78-495 CALLE TAMPICO • LA QUINTA, CALIFORNIA 92253
(760) 777-7000 -FAX (760) 777-7101 4�
RECORDING REQUESTED BY:
Shea Homes
WHEN RECORDED PLEASE MAIL TO:
Ms. Gabbie Nieto
Shea Homes
60-800 Trilogy Parkway
La Quinta, CA 92253
•
COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT
61-691 TOPAZ DRIVE, LA QUINTA, CALIFORNIA
. This Covenant and Agreement are made and. executed this 3 I of January by
Shea Homes, 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:
LOT 24, TR 30023-7, in the City of La Quinta,
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:
1. The guest house may not be rented nor sold independent of the main single-
family residence (Minor Use Permit No. 2006-871);
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)
i''
LeVJohnson
Planning Manager
City of La Quinta
Date
ALL PURPOSE NOTARY ACKNOWLEDGMENT(S) MUST BE ATTACHED IN 8 1/2 X
11" FORMAT, FOR EACH SIGNATURE.
STATE OF CALIFORNIA)
COUNTY OF RIVERSIDE) ss.
CITY OF LA QUINTA)
O w A . �l 81 olpp'Z before me,
�. .
Person ly appea d personally known to me or
proved to me on .the basis of sa-lisfactd4 evidence to be the person(s) whose name(s)
is/are subscribed to the within instrument and acknowledged to me that he/she/they
executed the same in his/her/their authorized capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or the entity upon behalf of which the
person(s) acted, executed the instrument.
WITNESS my hand and official seal,
Signature the Notaryl Publi,11
CormnWlon • 1697706
1► lac - Callom i
Rwealas courov
1t*Comm. bpkw0d 16.201
•
RECORDING REQUESTED BY:
Shea Homes
WHEN RECORDED PLEASE MAIL TO:
Ms. Gabbie Nieto
Shea Homes
60-800 Trilogy Parkway
La Quinta, CA 92253
i
COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT
61-667 TOPAZ DRIVE, LA QUINTA, CALIFORNIA
This Covenant and Agreement are made and executed this 3 I of January by
Shea Homes, 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:
LOT 23, TR 30023-7, in the City of La Quinta,
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:
1. The guest house may not be rented nor sold independent of the main single-
family residence (Minor Use Permit No. 2006-871);
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)
Les Whnson ' . Date
Planning Manager '
City of La Quinta
ALL PURPOSE NOTARY ACKNOWLEDGMENT(S) MUST BE ATTACHED IN 8 1/2 X
11" FORMAT, FOR EACH SIGNATURE.
STATE OF CALIFORNIA)
COUNTY OF RIVERSIDE) ss.
CITY OF LA QUINTA)
J.
proved to me on the basis of sati
is/are subscribed to the within instrument and
executed the same in his/her/their authorized
signature(s) on the instrument the person(s),
person(s) acted, executed the instrument.
WITNESS my hand and official seal,
before
me,
06-� personally known to me or
ice to be the person(s) whose name(s)
acknowledged to me that he/she/they
capacity(ies), and that by his/her/their
or the entity upon behalf of which the
Signature of t e Notary P blic
WNW
Conrritlon • 1I6"M
rdit - CO N&I"
�,�,�oCCU*a ai zoo
•
RECORDING REQUESTED BY:
Shea Homes
WHEN RECORDED PLEASE MAIL TO:
Ms. Gabbie Nieto
Shea Homes
60-800 Trilogy Parkway
La Quinta, CA 92253
COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT
61-643 TOPAZ DRIVE, LA QUINTA, CALIFORNIA
This Covenant and Agreement are made and executed this 3'*d of January by
Shea Homes, 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:
LOT 22, TR 30023-7, in the City of La Quinta,
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:
1. The guest house may not be rented nor sold independent of the main single-
family residence (Minor Use Permit No. 2006-871);
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)
LeVohnson
Planning Manager
City of La Quinta
Printed Name of all owner(s)
1 10/03
•
ALL PURPOSE NOTARY ACKNOWLEDGMENT(S) MUST BE ATTACHED IN 8 1/2 X
11" FORMAT, FOR EACH SIGNATURE.
STATE OF CALIFORNIA)
COUNTY OF RIVERSIDE) ss.
CITY OF LA QUINTA)
ri
proved to me on the basis of satisfactory evide
is/are subscribed to the within instrument and
executed the same in his/her/their authorized
signature(s) on the instrument the person(s),
person(s) acted, executed the instrument.
before me,
personally known to me or
Re to be the person(s) whose name(s)
acknowledged to me that he/she/they
capacity(ies), and that by his/her/their
or the entity upon behalf of which the
WITNESS my hand and official seal,
Signature of the Nota Public
menus MANW
cogrova 1697M
Notaq► wdac - CCW= b
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(439.0) \Emma CQOLF COURSE
BLOCK WALL
(Ty'-)
TC 440.85
APPROVEDv
w�i„si'�IIY DEVELOF-i.EiNi Lr-Fkh.,--L-
BY DAT, E I ' ” 0-7
EXHIBIT L k54 S
CASE NO. X 4 u n E (a' til
Trilogy at La Quinta
Construction Phase -16131
MF Seq. #
Lot #
Address
Plan &
Elevation
Garage
Orient.
Driveway
Casita
Bay Window
Garage Ext.
Patio Ext. Total Livable
SF.
1
22
61643 Topaz Drive
4520A
Left
Left
Yes - 255 sf.
Box Bay @ MBR - 26 sf.
4 ft. Ext. - 88 sf.
1,943
2
23
61667 Topaz Drive
4520B
Right
Right
Yes - 255 sf.
Box Bay @ MBR - 26 sf.
4 ft. Ext. - 88 sf.
1,943
3
24
61691 Topaz Drive
5320C
Left
Left
Yes - 255 sf.
Box Bay @ MBR - 26 sf. & Nook -
4 ft. Ext. - 83 sf.
2,341
26 sf.
4
140
61634 Topaz Drive
4520C
Left
Left
Box Bay @ MBR - 26 sf.
4 ft. Ext. - 88 sf.
1,688
5
139
61656 Topaz Drive
4515C
Right
Right
4 ft. Ext. - 103 sf.
1,749
Total
9,664
To CLQ on 12/21/2006
--------------
Ol-- --- ---- -- -- --- --------------
S ES AND REAR ELEVATIONS 4520-A
V� GASITA OPTION «•^'a
•
FRONT ELEVATION 4520-A
WITH GASITA OPTION «•^^^
SQ. FOOTAGE
GASITA ]55
OPT. CASITAS 4520-,
(OPTION "q60-4530) -'-`^
I
1
1
SAMLS AND REAR ELEVATIONS 4520-B
W ASITA OPTION """"'�
•
FRONT ELEVATION 4520-B
WITH GASITA OPTION """"�
OPT. CASITAS 4520-E
(C�10N a q62- 520) `�" •
-----------------
r.
I I(�
IPO�2Cry ;
SQ. FOOTAGE/
--_'L
CASITA 255
CASITAS--
I --
J-----
Ik
I
I
I
I
I
I
�- _______-___
I
�I
OPT. CASITAS 4520-E
(C�10N a q62- 520) `�" •
s
•
�RTIAL LEFT 5320—C
PARTIAL REAR 5320—C
—
I�I I _�11 ,o,■i■r,. _ E _ ..
U U 11 ■�uM
FRONT FRONT 5320—C
PARTIAL RIGHT 5320-C
I
I I I
ENTRY
I I i
` - - - - - - DEN / OPT.
____________.� BEDRM. 3 •'
I
I
I
I
I
I BA.
I
C1151TA I 9
BEDROOM 2 ` �y
I I I I I y 1
I I I I I ti I
I I I I I ti I
i
I i I
I i I I
i BA.
+ 0 SQ. FOOTAGE
I CA51TA 255
L______________I
CITY OF
LA QUINTA
U.
O
COUNTY OF I RIVERSIDE
64th AVENUE
LIMIT LINE
VICINITY MAP
NTS
I;GRI'
Admm
rMR4YAWO` S
BC
BEGIN CURVE
NTS
NOT TO SCALE
BCC
BEGIN COMPOUND CURVE
P.C.C.
PORTLAND CEMENT CONCRETE
BCR
BEGIN CURB RETURN
PE
PAD ELEVATION
BOC
BACK OF CURB
PIG
POINT OF INTERSECTING GUTTER
BS
BOTTOM OF STEPS
P/L
PROPERTY LINE
C/L
CENTERLINE
PROP.
PROPOSED
C/G
CURB AND GUTTER
PUE
PROPOSED UTILITY EASEMENT
EC
END CURVE
PVMT
PAVEMENT
ECR
END CURB RETURN
R/W
RIGHT-OF-WAY
ELEV
ELEVATION
STA
STATION
EP
EDGE OF PAVEMENT
S.D.
STORM DRAIN
EX.
EXISTING
S/W
SIDE WALK
HP
HIGH POINT
TC
TOP OF CURB
FF
FINISHED FLOOR
TG
TOP OF GRATE
FG
FINISHED GRADE
TP
TOP OF PAVEMENT
FH
FIRE HYDRANT
TS
TOP OF STEPS
FL
FLOWLINE
TW
TOP OF WALL
FS
FINISHED SURFACE
TYP
TYPICAL
GB
GRADE BREAK
TF
TOP OF FOOTING
GF
GARAGE FINISHED FLOOR
TRW
TOP OF RETAINING WALL
INV
INVERT
TSF
TOP OF STEEL FENCE
CONSTRUCTION NOTES
OCONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING
& SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN
BY OTHERS UNDER SEPARATE PERMIT.
O CONSTRUCT 4" THICK P.C.C. DWY / SLAB.
O PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 2.
® CONSTRUCT 6" THICK P.C.C. DWY APPROACH.
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
LEGEND
-�- -'---- CITY/COUNTY LIMIT LINE
R/W EXISTING RIGHT-OF-WAY
- EXISTING CENTERLINE
- - - - - - EXISTING PUBLIC UTILITY EASEMENT
E - PROPOSED SWALE FLOWLINE
- _ EXISTING WEDGE CURB AND GUTTER
O PROPOSED GARDEN WALL
SEE LANDSCAPE PLANS FOR DETAILS
EXISTING GARDEN WALL
EXISTING KNEE WALL
PROPOSED AIR CONDITIONING UNIT
EXISTING WATER MAIN
EXISTING SEWER MAIN
E,clbTlluO' IIRRIGATOPi LINE
EXISTING FIRE HYDRANT
EXISTING STREET LIGHT
EXISTING WATER METER
EXISTING ELECTRIC JUNCTION BOX
EXISTING TRANSFORMER
EXISTING VAULT
y
4" CONCRETE DWY / SLAB
6" CONCRETE OWY / SLAB
TRILOGYATLA OUINTA
TRACT NO. 30023-7
PRECISE GRADING PLANS
CONSTRUCTION PHASE 16D-1
LOTS 22-247 139 AND 140
BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4
OF SECTION 34, TOWNSHIP 6 SOUTH, RANGE 7 EAST,
SAN BERNARDINO BASE AND MERIDIAN
PREPARED FOR,
SHEA HOMES
60311 TRILOGY PARKWAY
LA QUINTA, CA 92253
(760) 777-6000
1
i
& ZONING COMPLIANCE
OVED AND RP
APPROVAL BY:
TY ON DATE
DIN �&NOSU SAFETY DIRECTOR DATE TA 'DOUGLAS
N O � D ELAPMENT DIRECTOR DATE '�ON4ENGINEERING SERVICES DATE 6/30/07 '
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST EDITION OF THE STANDARD PLANS OF THE
CITY OF LA QUINTA AND LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION.
2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY
OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE
FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF
CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED.
3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA
DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK
PERFORMED WITHIN THE STATE RIGHT-OF-WAY.
4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER
GOVERNING AGENCIES.
5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY
GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48
HOURS PRIOR TO REQUIRING INSPECTIONS.
6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH
MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL
REGULATORY, WARNING AND GUIDE SIGNS.
8. THE CITY ENGINEER SHALL APPROVE ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC
STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION.
9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON
THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A
REGISTERED CIVIL ENGINEER WITH AND R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR
ONLY.
10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN
OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS:
OCTOBER 1ST TO APRIL 30TH: MONDAY -FRIDAY 7:00 AM TO 5:30 PM
SATURDAY 8:00 AM TO 5:00 PM
MAY 1ST TO SEPTEMBER 30TH: MONDAY -FRIDAY 6:00 AM TO 7:00 PM
SATURDAY 8:00 AM TO 5:00 PM
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS.
11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD, AND DEBRIS DEPOSITED ON THEM AS
A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY
ENGINEER.
12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE
STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK
UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS.
13. CONSTRUCTION PROJECTS DISTURBING MORE THAN 5 -ACRES MUST OBTAIN A NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A
NOTICE OF INTENT (N01) WITH THE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM
WATER POLLUTION PREVENTION PLAN (SWPPP), AND MONITORING PLAN FOR THE SITE
14. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY
STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB.
15. THE CITY RETAINS THE RIGHT TO REQUIRED PLAN REVISIONS. AS NECESSARY, SUBSEQUENT TO PLAN
APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW
STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE
VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PIANS THAT IMPACT THE DESIGN INTEGRITY OF
THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING, BUT
NOT LIMITED TO, DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS
SHALL BE BORNE BY THE IMPROVEMENT SPONSORS.
16. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF
APPROVAL. THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE
PLANS, INCLUDING, BUT NOT LIMITED TO, DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE
WITH ANY NEW CITY STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED OR ADOPTED BY
THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE.
17. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SIDEWALK AS NEEDED AT ALL LOCATIONS WHERE
IT IS CRACKED, UNEVEN AT JOINTS, OR OTHERWISE DAMAGED, PURSUANT TO STREETS & HIGHWAYS
CODE SECTION 5610. THIS REQUIREMENT APPLIES TO ALL SIDEWALK LOCATED IN PUBLIC RIGHT OF WAY
ADJACENT TO PROPERTY BEING DEVELOPED.
GRADING NOTES
NOTE TO CONTRACTOR, DRAINAGE INTEGRITY
1.
GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM
THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE
BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 07711-04.03-05-802 DATED: MAY 30,
WITH THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE200
,PREPARED BY: EARTH SYSTEMS SOUTHWEST. TELEPHONE NO. 760-345-1588.
CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE
2.
'THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY
APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE
CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE
CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT
WITHIN THEIR PURVIEW.
EARTHWORK ESTIMATE
PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR
3.
THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND
CONSTRUCTION TO ENSURE COMPLIANCE
ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING
WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS
FOR PERMIT PURPOSES ONLY
MQJiFiC.ATiidi3 NAU+_ Rt THF DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER.
PURVIEW.
4.
DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE
c
TOTAL CUT (RAW): 375 C.Y.
NOTE:
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND
TOTAL FILL (RAW): 375 C.Y.
DAMAGE TO ADJACENT PROPERTY.
THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT
PLANNING AREA 25
5.
AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE
FROM TRENCHING AND DETAILED GRADING.
F
' ASSESSOR'S PARCEL N0. 764-270-018
OR AS RECOMMENDED BY THE SOILS REPORT.
a
6.
THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
3
NOTE TO CONTRACTOR, QUANTITY ESTIMATE
THOMAS BROTHERS GUIDE:
7.
PADSALL BE COMPACTEDOF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS
z
MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS
RIVERSIDE COUNTY 2002
AND THE SOILS REPORT.
OTHER THAN ALL SUCH FIGURE, INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES PREPARED
8.
MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND
a
FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY
PAGE 5590, GRID E2
BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE
d
ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY
FEMA ZONE D PER PANEL 060245 INDEX SHEET
OF SWALES SHALL BE 0.50%.
DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION.
9.
ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS
a
THE LAND IS NOT SUBJECT TO GEOLOGIC HAZARD, OVERFLOW, INUNDATION OR FLOOD SHEET INDEX
MAP
DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE
UTILITIES
HAZARD. THE SOIL UNDERLYING THE SITE MAY BE SUBJECT TO DYNAMIC SETTLEMENT
CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING
IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2561
(EITHER SAND SETTLEMENT OR LIQUEFACTION) DURING A MAJOR SEISMIC EVENT AND/OR
10.
CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER.
ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS A.C. OVER
WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2561
0' 100' 200'
HYDRO -CONSOLIDATION.
300' 400'
3" 4.5" CRUSHED A.B.
ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION
-
SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2561
^-
REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION.
a
ELECTRIC IMPERIAL IRRIGATION DISTRICT (760) 398-5854MEL
NOTTEl
1/ per(
O
11.
THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF
THE GAS COMPANY (760) 323-1851
SCALE 1"=100'
R `
"R" VALUE TESTS FOR ROADWAY SUBBASE.
TELEPHONE VERIZON (760) 323-1231
SEPARATE PERMITS FROM THE
12.
LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED
CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281
BUILDING AND SAFETY
TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE
a
UNDERGROUND SERVICE ALERT (600) 227-2600
DEPARTMENT SHALL BE
REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL
C
REQUIRED FOR ALL WALLS.
EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS.
m
NOTE TO CONTRACTOR, EXISTING UTILITIES
13.
THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE
THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF
TOPOGRAPHY SOURCE:
OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE
a
AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA
IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST.
-
CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE
THE CONTOURS SHOWN ARE TAKEN FROM THE ROUGH
SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF
°
INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY
GRADING PLANS BY MSA CONSULTING, INC.
THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN.
ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE
14.
ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING,
v
COMMENCING WORK.
NOTE TO CONTRACTOR- SITE CONDITIONS
15.
INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE.
THE FINAL UTILITY LINE BACKFILL REPORT
m
'o
THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM
FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN
HISCONTRACTOR
FAILURE LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR
AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION
APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE.
E PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY
SHALL POTHOLE
SH
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
6
1.
S
BLOCK WALLARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMITS
(. )
THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN
PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS.
17.
THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION
UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA
THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING,
FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY
o
CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE
INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE
PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE
-
REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS
OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER
l
CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST
U
REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE
OR MSA CONSULTING, INC.
DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES.
�
COMPLETION OF SAID WORK.
18.
THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY
ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA
THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT.
CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF
o`
NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN
u
CONSTRUCTION AFTER REVISIONS ARE APPROVED.
2
QRDFESSJQ,yq
o
Dig Safely
c
DIG ALERT
e rs 2
DIAL TOLL FREE
1-800-227-2600
LLI26401a
E. 3-31-08
BASIS OF BE,4,RIING.
AT LEAST TWO DAYS
C
a BEFORE YOU DIG
a THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN
AS N 00'14'08 W PER�T9 J V \ ��
TRACT MAP NO. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THIRD
102, OF MAPS, O.R. TF OF
NOTE, ALL ELEVATIONS ARE MEAN SEA
CAL\F0�
LEVEL (NAVD29)+500'
g
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
REVISIONS
APPROVED
DATE
MSA CONSULTING, INC.
BENCH p D. 109-70
ELEV. 27.941 (NAVD29)
PREPARED UNDER THE DIRECT SUPERVISION OF
R.C.E. NO.
DESIGN BY
APPROVED BY CITY OF LA QUINTA
CITY OF LA QUINTA CALIFORNIA
SHEET
No.
LIVID
PLANNING ■ CrvII, ENGINEERING ■ LAND SURVEYING
MARK
C26401
1
N
DRAWN BY
ID
LOCATION
109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING
WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111,
SIGNATURE
LMD
-
TIMOTHY R. JONASSO P.E. DATE
SHEA HOMES TRILOGY - TRACT NO. 30023-7
SEQUENCE - 16D-1 - LOTS 22-24, 139 and 140
of
o
34200 BOB HOPE DRrvE ■ RANCHO MuuGE ■ CA 92270
ROBERT S. SMITH
DATE
CHECK BY
TELEPHONE 760) 320-9811 ■ FAx 760) 323-7893
( (
THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF
MADISON ST. AND 18' SOUTH OF AVENUE 50.
RSS
ENGINEER
R CBEC458435/C1 EXPIRES2/31/06
BEING S PRECISE o RADI OGD THE SE /4 COVER TSHEET S.B.M.
SHEETS TS
TF
WALL
oo.vu -11
FG
TG
TF
m
`V
iv
(HIGH
IM
r
441.60
o HP -FL 442.06
u FS -GB
441.50 (2
2C 441.00
TF
2 °'
s\
7° 4,
FF -441.90 441.70 HP-FL
91:z nlU1
441.56
eT '-
HP -FL
FS Hox e
cITA
440.9
,'
b a
441.46
:7t24
cm
.2
_
F 444126
FS
5320
PRODUCT 2
LJ
iv
(HIGH
.5'PLAN
r
441.60
o HP -FL 442.06
u FS -GB
441.50 (2
2C 441.00
FS
442.50
2 °'
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441.00
FF -441.90 441.70 HP-FL
91:z nlU1
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eT '-
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S
PE -441.3441.59
cITA
440.9
,'
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441.46
2:
cm
-
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F 444126
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441.70 1.3 -
44FS
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3 441 •'
-
441.00
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441.70 5'
EXISTING FIRE HYDRANT
s-
441.05
HP -FL
FS -HP
09
141.4
440.61
jA5.5.00'
��Jf
TW 447.36
w^�
TW 447.365�
441.59
GARAGE
TF 440.03
LJ
iv
(HIGH
441.73 441.30
FS -GB HP -FL o
1
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r
441.60
o HP -FL 442.06
u FS -GB
441.50 (2
N
FF
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442.50
`E=441.3
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FL -GB `--'
.O
4 GABA E 760
eT '-
GARAGE
CASITA
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440.9
,'
b a
2
GF=441.90 �'
J9fi4
440 87
-
_
F 444126
4' GARACE 7606
-
4' CABA E 760 N
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3 441 •'
-
3
TIN 447. 6 1 _
EXISTING FIRE HYDRANT
s-
441.05
440.70
Tel .70I �.'
0
141.4
440.61
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;
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441.59
55.00'
4
- 440.70
440.7
40.82-
l
FS
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r
441.20
441.15
FS -•
o N
440.28
IN
0 440.82 r
;
FL
®9
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2% MIN.
`V FL -GB N
GF=441 .80
w
- " 440.09
440.18
440.38
o a
FS T
FS -GB
FS -GB
!I till
illllllilll
65.00'
I III' IIIII1I I� n ti
'
a�
- - -
-
- - - - -
-
-
- - - - - -
TC 440.00
TC 440.09
w-
4
W/ SWALE CONDITION
-
NTS
in
Nn
2
22% MIN
- I=1I1=1I=1I I-'
-IIII,;,III
06
VIII IIII-
GARAGE STOOP CONCRETE LANDING
NTS
n
14+00
Lo
m-
TC 439.94
TC (440.22)
-
- -
- -
-
o w
D
a
GRADE EXISTING GOLF COURSE
AS NECESSARY TO PROVIDE
POSITIVE DRAINAGE (0.50%
MIN.)
i
BLOCK WALL
138
PE -441.3
Q
n'u
Cs9
RA TW
Q IUN TF
TF
a
GF -441
EXISTING GOO LF COOU�SE
6 55.00' TIN 444.69F
43.36 SS.UU- in "u.o'
6333 FG 441.641.9 FG 441.9,
l ) N TF 440.030.0) TF (440.7(
TW 447.36iv TW 448.0
03 46.03 rn Ti
)3)N C4 Ti40.03 m
Q /�oN
i� 442.18 441.42
n ' FS FL
N I f :A HAY J335BAY ,335 N 1
)0 2 1.41 2
2 3 44.11 IL 22A"
FS 441.45/
F 4520 4520 FL
PRODUCT 1 PRODUCT 1
PLAN 3BPLAN 3A 441.60
FF -442.20 E -1.F E-4 1.9 HP -FL
PE -441.6 PE -441.9
A 1 A m.
442.30
S
iv
(HIGH
441.73 441.30
FS -GB HP -FL o
1
S•41..2]
r
441.60
o HP -FL 442.06
u FS -GB
441.50 (2
N
FF
FS
442.50
41.17 a
w
FL
FL -GB
FL -GB `--'
?'�=741.9
TYPICAL BACK YARD
eT '-
GARAGE
GARAGE
cITA
TIC 440.53
TC
2 F=441.60
GF=441.90 �'
7160
-
_
F 444126
4' GARACE 7606
-
4' CABA E 760 N
1
3 441 •'
-
--TW.,447.36
TIN 447. 6 1 _
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s-
441.05
440.70
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141.4
440.61
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;
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02
FL -GB FS -GB
iv
(HIGH
FS -FL
OMIT ONE BLOCK AT SWALE FLOWLINE
AT WALL
FS -FL,,
FLOWLINE OF PROPOSED
MS
55.00'
_111=III
�•a'-
FOR YARD DRAINAGE
0.30'
TYPICAL BACK YARD
MIN. 11-11 1=1
WALL OPENING DETAIL /-,\
55
440.29 TC 440.4
TIC 440.53
TC
440.61 T 4
-w-
-w-
-
-w-
fOPAZ
DRIVE
TG 440.57
`
-
0.502%
15+00
EXISTING FIRE HYDRANT
s-
-s
-
EXISTING WATER METER
TC 440.49
TC 440
440.61
jA5.5.00'
_
_ _ TC_440. 5
TC 440.73
02
4" CONCRETE DWY / SLAB
55.00'
4
- 440.70
440.7
40.82-
FSFL
FS -G
GB."
r
441.20
441.15
FS -•
FS
N 2
FL
®9
2% MIN.
GF=441 .80
64
�1N
139
4515 D i
PRODUCTI
)3 PLAN 113
11.442.10
_90 PE -441.5
a
°
rte..
7�(
7.59 s
).25
In
� ail 1 N T
TF
BLOCK WALL
(TYP•)
21
PE -442.2
0
Lqm
TF
0.69 - TC 440.85
w - -
-s - s -
7
L 7
:o TW 447.59 442.20 441.50 141
FS HP -FL o
to
I TF 440.25 1 n Ir' NJ
140 PE -442.1 u
441.44 0
s L" L 3 4520 o-
o 6 441.50PRODUCT 1 s ®�
'L o HP -FL PLAN 3C-EXISTING
WALL �w
FF•442.40 (TYP) to
0 PE -441.8
5' 5 441.42 442.20 441.31 TW 447.59 Q
FL FS TF 440.92
07 .44T. 9 "1' - sccc nve
FL {L
e TW 447.59
TF 440.25 �$ /
o
442.08 , 1nLq
..25 o FS �G a ao TW 446.25)ckt
EXISTING GOO LF COO R SE
37'
TF
5' SIDEWALK
BACK YARD -
BLOCK WALL
SUBGRADE
D i g i S a f e l y TYPICAL LOOP STREET SECTION
DIG ALERT DIAL TOLL FREE NOTE (TOPAZSDRIVE)
NOTE -
1 -800-227-2600 SEE WALL PLANS FOR ALL TW, FG (AND
AT LEAST TWO DAYS TF (GRADES FOR EXISTING WALLS NOTE
BEFORE YOU DIG GUEST SHOWN WERE S SUBMITTED TTEDTAS AFOR
APPROVAL UNDER A MINOR
Ul. j,i4T=i.USE PERMIT2006-811.
. .'P'
45'
jQPOFESS / OSA`
A
Lu C26401 m
� Exp. 3-31-08
11\TF OF CAL\FOQ/1S
45'
BENCH PREPARED UNDER THE DIRECT SUPI
NO. REVISIONS APPROVED DATE M CONSULTING, INC. MARK P.D. 109-70 ELEV. 27.941 (NAVD29)
PLANNING ■ Crvm ENGRUMWNG ■ LAND SURVEYMG LOCATION
SIGNATURE
34200 BOB HOPE DRrvE ■RANCHO MIRAGE ■ CA 92270 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING ROBERT S. SMITH
WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111,
TELEPHONE (760) 320-9811 Is FAX (760) 323-7893 THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF
MADISON ST. AND 18' SOUTH OF AVENUE 50.
OVED AND RECOMMENDED
APPROVAL BY:
R. EVANS
BTOM UILDING &N SAFE DIRECTOR DATE DOUICM 0�1ITA DEVELOPMENT DIRECTOR DATE IKURT M. SAXON DATE
RCE 44180
4ENGNEERING SERVICES. DATE 6/30/07
CITY OF LA QUINTA
PROPERTY
SECTION B -B
GOLF COURSE KNEE WALL
NTS
WALL PER ORCO GOLF LOT
WALL SYSTEM SITE WALL DETAIL
EX. GARDEN WALL PROPERTY
LINE
3' MIN. 2' 9
MIN, I
L6 III
PE OR FG -
LOW SIDE
SEE PLAN
1% MIN.
2:1 MA)
27 T
_0 20.
3' MIN.
PE OR FG
iv
(HIGH
SIDE)
OMIT ONE BLOCK AT SWALE FLOWLINE
AT WALL
PLAN)
FLOWLINE OF PROPOSED
20% '
SWALE TO PROVIDE OUTLET WALL FOOTING
_111=III
�•a'-
FOR YARD DRAINAGE
0.30'
TYPICAL BACK YARD
MIN. 11-11 1=1
WALL OPENING DETAIL /-,\
PROPOSED GARDEN WALL
NTS
SEE LANDSCAPE PLANS FOR DETAILS
PROPERTY
EXISTING GARDEN WALL
LINE
EXISTING KNEE WALL
3' MIN 2' MIN
PROPOSED AIR CONDITIONING UNIT
- -w-
- - EXISTING WATER MAIN
- -s-
- - EXISTING SEWER MAIN
-
-IRR EXISTING IRRIGATION LINE
Q
EXISTING FIRE HYDRANT
z�
EXISTING STREET LIGHT
B
EXISTING WATER METER
E❑
EXISTING ELECTRIC JUNCTION BOX
EXISTING TRANSFORMER
EXISTING VAULT
02
4" CONCRETE DWY / SLAB
®
MA
V
cM
2
FL
®9
2% MIN.
!I till
illllllilll
I III' IIIII1I I� n ti
'
a�
_
b P
GARAGE STOOP CONCRETE LANDING
W/ SWALE CONDITION
NTS
z�
Nn
2
22% MIN
- I=1I1=1I=1I I-'
-IIII,;,III
VIII IIII-
GARAGE STOOP CONCRETE LANDING
NTS
SUBGRADE
D i g i S a f e l y TYPICAL LOOP STREET SECTION
DIG ALERT DIAL TOLL FREE NOTE (TOPAZSDRIVE)
NOTE -
1 -800-227-2600 SEE WALL PLANS FOR ALL TW, FG (AND
AT LEAST TWO DAYS TF (GRADES FOR EXISTING WALLS NOTE
BEFORE YOU DIG GUEST SHOWN WERE S SUBMITTED TTEDTAS AFOR
APPROVAL UNDER A MINOR
Ul. j,i4T=i.USE PERMIT2006-811.
. .'P'
45'
jQPOFESS / OSA`
A
Lu C26401 m
� Exp. 3-31-08
11\TF OF CAL\FOQ/1S
45'
BENCH PREPARED UNDER THE DIRECT SUPI
NO. REVISIONS APPROVED DATE M CONSULTING, INC. MARK P.D. 109-70 ELEV. 27.941 (NAVD29)
PLANNING ■ Crvm ENGRUMWNG ■ LAND SURVEYMG LOCATION
SIGNATURE
34200 BOB HOPE DRrvE ■RANCHO MIRAGE ■ CA 92270 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING ROBERT S. SMITH
WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111,
TELEPHONE (760) 320-9811 Is FAX (760) 323-7893 THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF
MADISON ST. AND 18' SOUTH OF AVENUE 50.
OVED AND RECOMMENDED
APPROVAL BY:
R. EVANS
BTOM UILDING &N SAFE DIRECTOR DATE DOUICM 0�1ITA DEVELOPMENT DIRECTOR DATE IKURT M. SAXON DATE
RCE 44180
4ENGNEERING SERVICES. DATE 6/30/07
CITY OF LA QUINTA
PROPERTY
SECTION B -B
GOLF COURSE KNEE WALL
NTS
WALL PER ORCO GOLF LOT
WALL SYSTEM SITE WALL DETAIL
EX. GARDEN WALL PROPERTY
LINE
3' MIN. 2' 9
MIN, I
L6 III
PE OR FG -
LOW SIDE
SEE PLAN
1% MIN.
2:1 MA)
27 T
_0 20.
3' MIN.
PE OR FG
iv
(HIGH
SIDE)
(SEE
PLAN)
- -
20% '
2%
I
_111=III
�•a'-
I
-I" I
0.30'
I
MIN. 11-11 1=1
-I II
1% MINS.
'I III,;IIII� � III 1117111 III= '
°
CID
SECTION A -A
TYPICAL GARDEN WALL SIDE YARD DETAIL
(PE'S DO NOT EXCEED 1'-0` VERTICAL DIFFERENTIAL)
NTS
co
0
M
45'
BAY 1} /
4520
PRODUCTI
PLAN 313
7962 F GARAGE
CASITA
PRODUCT 1
a
45'
CONSTRUCTION NOTES
01 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA
BUILDING & SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS.
02 CONSTRUCT 4" THICK P.C.C. DWY / SLAB.
03 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 2.
® CONSTRUCT 6" THICK P.C.C. DWY APPROACH.
LEGEND
........... CIN/COUNTY LIMIT LINE
R/WEXISTING
RIGHT-OF-WAY
- -
- EXISTING CENTERLINE
-
- EXISTING PUBLIC UTILITY EASEMENT
"
PROPOSED SWALE FLOWLINE
_ _ _--
_ _ = EXISTING WEDGE CURB AND GUTTER
O1
PROPOSED GARDEN WALL
SEE LANDSCAPE PLANS FOR DETAILS
EXISTING GARDEN WALL
EXISTING KNEE WALL
PROPOSED AIR CONDITIONING UNIT
- -w-
- - EXISTING WATER MAIN
- -s-
- - EXISTING SEWER MAIN
-
-IRR EXISTING IRRIGATION LINE
EXISTING FIRE HYDRANT
EXISTING STREET LIGHT
B
EXISTING WATER METER
E❑
EXISTING ELECTRIC JUNCTION BOX
EXISTING TRANSFORMER
EXISTING VAULT
02
4" CONCRETE DWY / SLAB
®
6" CONCRETE DWY / SLAB
NOTE:
THE PRODUCTS SHOWN HERE ARE TO REFLECT GENERAL
PLAN. DEPTHS, WIDTHS AND APPEARANCES MAY VARY
DEPENDING ON VARIOUS OPTIONS. (SEE ARCHITECT'S
PLANS FOR FURTHER DETAILS.)
C26401 LMD
DRAWN BY
DATE LIVID _
CHECK BY TIMOTHY R. JONASSON, P.E. DATE
PUBLIC WORKS/CIN ENGINEER
RSS R.C.E. 45843 EXPIRES 12/31/01
53'
/ Y ,3 BOX BAY J324
5320
PRODUCT 2
PLAN 20
GARAGE
CASITA
7964
PRODUCT 2
CITY OF LA QUINTA, CALIFORNIA
SHEA HOMES TRILOGY - TRACT NO. 30023-7
SEQUENCE - 16D-1 - LOTS 22-24, 139 and 140
PRECISE GRADING PLAN
BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6S., R.7E., S.B.M.
SHEET
ti
2
OF
m
2
SHEETS
d