SBA 1995-332CASE Nd : �s"- 53
CITY OF LA QUINTA FEES: $100.00
PLANNING & DEVELOPMENT DEPARTMENT
APPLICATION FOR SETBACK ADJUSTMENT
APPLICANT: Submit this form with two. copies of a scaled' site plan#
drawn to adequately depict the nature of the request: A nonrefundable
fee of $100 is required when the Application is submitted. .Check must be
make payable to the "City of La Quinta":
If the Applicant' is not the owner of the property, a letter: must bd.
submitted by the owner authoriging the Applicant to execute this documeht
in his behalf.
PLEASE PRINT OR TYPE
APPLICANT/CONTRACTOR: LS. QXA2 0 G9 s%r�x/v li t.! (?,dLO DATE G 711 1�
CONTACT PERSON (IF DIFFERENT) ill. 4,y PHONE '3yr 77�-�
GG t
MAILING ADDRESS: 7/-��7 C�I�LJ/!/T/Cfi ���6 �L%G s3 cc ib)odd,4OUS Grp &Jtwe
( Address) ( ty) ( State) (zip)
i
OWNERS NAME: J%0 ��'1i�1' ,�OIi�.2T f�i LL PHONE Y(P
MAILING ADDRESS: 1AUn L)EfEer Z Z!o d
(Address) (City) (State) (Zip)
STREET ADDRESS OF PROPERTY: AJISPP,640 Ti -
LEGAL DESCRIPTION OF PROPERTY: LOT # /D( TRACT,
ASSESSOR'S PARCEL NUMBER: 26 1010 �%�.�•
ADJUSTMENT REQUESTED: f&j:T.15e-
REASON FOR REQUEST! NI 1 �lO�- !�- D 1 v S c'^'6 �✓v� �z Cr,IL /V �-- �� .�
Tn
JUSTIFICATION: No request for a Setback Adjustment shall be granted
unless it is determined that it is d6hsistent With the ihteiid and purpose
of this Ordinance;. that there are spedial circumstandes applicable to the
property, including such factors as §itOi shape, topography'# location or
surroundings that justify -the approVal of the adjustment of the setback
requirement, and that the adjustment Will not be detrimental to the
health, safety, and general welfare of the.commuhity or beldetrfine_ntallto
property in the area of the parcel for which the adjustment is Yequested.�'
FORM.013/CS IR
Y
MEMORANDUM
CASE: Locatio�n(s) :_moo
Request (s) :o,�� ��.L.0��w�..,_..
Your setback adjustment application is hereby approve subject to
the following conditions:
Conditions:
1. Obtain a building permit from the Building and Safety
Department..
2. The other Zoning Code provisions shall be met.
3. If ground excavation is required, please contact Underground
Service Alert (USA) at 1-800-422-4133. The service is free of
charge provided USA is given at least two working days'
notice.
4. Additional Conditions:
After review it was determined that:
1. This adjustment is consistent with the intent and purpose of
the Zoning Ordinance.
2. There are special circumstances applicable to the property,
including such factors as size, shape, topography, location or
surroundings that justify approval of the adjustment. These
circumstances are:
ThTe
ou or y ur cooperation.
Sil
ve
c: Building and Safety Department
IN THE CITY OF LA QUINTA STATE OF CALIFORNIA GRADING NO,TES
_AD111\1 T
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE 15. PADS SHALL BE COMPACTED TO A MINIMUM OF 90Z RELATIVE DENSITY PER
CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS A.S.TM. SPECIFICATIONS AND ABOVE MENTIONED SOILS REPORT.
CONSTRUCTION. LATEST EDITION, AND RIVERSIDE COUNTY STANDARDS AND
L
G1 VG P I SPECIFICATIONS ORDINANCE NO. 461, LATEST EDITION,
16. MINIMUM BUILDING PAD DRAINAGE SHALL BE 210.'. . DRAINAGE SWALES SHALL
BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM
2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF THE TOP OF CUT OR FILL SLOPES. MINIMUM SLOPE OF SPIALES SHALL BF
LOT 66, TRACT NO'. 24890-4 LA QUINTA OR OTHER GOVERNING AGENCIES. 0. 57c
J. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN /N AN 1Z ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF
COACHELLA VALLEY ENGINEERS JUL Yj 1995 APPROXIMATE WAY ONLY THE CONTRACTOR SHALL DE-TERP41NE THE EXACT E ki A
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE MAXIMUIV DENSITY AS DETERMINED BY UNIFORM BUILDING CODr STA, DIRD NO.
AGREES TO BE FULLY RESPONSIBLE FOR AN(Y AND ALL DAMAGES WHICH MIGHT 70-1 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY
E UNIFO M U LDING CODE
BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESER1,1E ANY AND SHALL BE DETERMINED IN ACCORDANCE WITH TH, R 8 1
ALL UNDERGROUND UTILITIES. STANDARD NO. 70-2, OF EQUIVALENT, AS DETERP41NED BY TIJE CITY
ENGINEER.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR
18. ALL STREET SECTIONSARE TENTATIVE. THE MINIMUM SEC TION IS 3"
RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. _T-R
Ali
A. C14 31 CLASS ADDITIONAL SOIL, TEST SHALL BE REQUIRED Af E
5. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS. TYPE AND LOCATION ROUGH GRADING TO DETERMINE EXACT SECTIO/'� REQUIREMFNTS. CITY
ENGINEER TO APPROVE FINAL STREET SECTION.
SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS
AND PAVEMENT MARKERS, TYPE AND LOCATIONS SHALL BE APPROVED BY THE SOILS
19. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE
CITY ENGINEER.
_J —6-ONS7. 1,�'WI,9,5 PRIV5WAY ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE SUFFICIENT IN BOTH
'ENT TO PROVIDE REPRESENTAT E TESTN
ARION04CII /r 1Y 6a 47,"0 6. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH HORIZONTAL AND VERTICAL PLACEtv, /v I
/VO. 207 (7-Y10) OF ALL FILL PLACED-. TESTING IN AREAS OF A CRITICAL NATURE OF
MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE
AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH
SAMPLINGS.
4� AN R.C.E. NUMBER BELOW JJ,965 OR A LICENSED LAND SURVEYOR ONLY
-ROUND FACILITIES, 1,111TH LATERALS,
7. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING .20. ALL UNDERG SHALL BE IN PLACE AND
INSPECTED PR/OR TO PAIVING. INCLUDING, BUT NO'r LIMITED TO THE
REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND
-XI97- 6- rg. 3�-67,? (,rYlo) FOLLOWING: SEWER, W4TER, ELECTRIC, GAS AND DIRAINAGE.
SOILS REPORT NO. 96 -,?- 271 DATED ?-26-86- PREPARED BY
EARTH SYSTEMS CONSULTANTS TELEPHONE
Ozb J45-1588
IV 21, THE FINAL UTILITY LINE RACKFILL REPORT FROA1 THE PROJECT SOILQ
ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKRLL IS
8. THE CONTRACTOR SHALL NOTIFY THE CITY BUILDING INSPECTOR 48 HOURS
SUITABLE FOR THE INTENDED USE.
PRIOR TO ANY GRADING. BRUSHING OR CLEARING AND EACH PHASE OF
CONSTRUCTION AT (619) 564-224-6, AND 48 HOURS PRIOR TO REQUIRING
U..
INSPECTIONS. 22. THE FINAL COMPACTION REPORT AND APF'ROVAL FROM THE SOILS ENGhNIEFER
SHALL CONTAIN THE TYPE OF FIELD TESTING PERFOR01,1ED. E4CH TEST SHALL
9. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF BE IDENTIFIED WITH THE MTHOD OF OBTAINING THE IN-PIACE DENSITY,
tz% 1H
101-FaP95150 h1n;Iq PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHALL BE, WHETHER SAPID CONE OR DRIVE RING, AND -5hALL BE SO NOTED FOR F-Af,
9ZaC1<' W,4Z Z, PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. TEST SUFFICIENT h14Y0j',,1UM DENSITY DETERMINA�TION ShIALL BE PERFOIRFAIED
Tv CURVES USED By THF
sr TO VERIFY THE ACCURACY OF THE MAXIMUM DENS11 I
FIELD TECHNICIAN.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A DETAILED PLAN
FOR DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEOUATE 3
2J. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT MUD AND DERRI'
WATERING DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE
T OF DUST CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CL EANING
FR.
IS TO BE DONE TO THE' SATISFACTION OF THE CITY ENGINE
SURFACE PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER
x EROSION THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGFP1 NECESSARY N,
24. BLOCK VALLS ARE NOT PART Or THE GRADING PERMIT SUBMIT FOR
SEPAR,111TE BUILDING PERMIT
D BY THE CITY OF LA QUINTA.
14 PLANTED WITH A SEED MIX
14 11. AREAS OF FUTURE CONSTRUCTION SHALL BE
APPROVE
25. ALL CONSTRUCTION ARE45 SHALL DE PROPERLY POSTED AND LIGHTED le"J
15. CONR9RHANCE WITH THE STATE MANU4L OF WARNING SIGNS, LIGHTS, AND
-F,9
12. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE
DEVICES FOR USE IN THE PERF0RiAA.4NCE OF VVOR�1< UPON HIGHIvVAYS IN Of?DEp
HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE 7
TIME PERIOD AS FOLLOWS: TO ELIMINATE ANY HAZARDS.
OCT08ER IST. TO APRIL JOTH. MON-FRI 7.00AM TO 5:JOPM
26. THE SOILSENGINEER, AND ENGINEERING GEOLOGIST SHALL EXERCISE
_X I T 1\1 G_ SA TURDA Y 8:00AM TO 5:OOPM
SUFFICIENT ENGINEERING CONTROL DUI?ING GRADING AND CONSTRUCTION TO
MAY 1ST TO SEPTEMBER JOTH. MON-FRI 6:OOAM TO 7.00PM
SATURDAY 8:00AM To 5:OOPM INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, kva CODE- WIPWN cc
G D 1 6,41?,464 6 WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL. HOLIDAY THEIR PURVIR1.
27. THE C17Y ENGI-c-ER SHALL RESPOND V17THIN THRF7- (j) WORKI!NG DAYS kllli-il
D U R 1 J. AFTER CLEARING EXISTING DUND SHALL BE SCARIFIED TO A M11YMUM OF FINAL STREET _'CTION'S AFTER SUBMITTAL OF "A__,�ALVE TEST's FOR
RECOMMENDED BY SOILS REPORT
6" ON THE ENTIRE.SITE 0# 5E.
ROADVvAY SUBB.45
14. MAXIMUM CUT AND FILL SLOPES 2: 1.
0,9
v
N /1?0.00 't-
L EG' El V b"
OV,/r gzonr 1'R01,WScP 67
TO 4ZZOiY FO,? 1110 gzack /7 IE,�)
v
0,?XINA�,5 (TYR) w4zz (gy
07h
CENTER LINE BSL BUILDING SETBACK LINE
RA W
PROPERTY LINE CENTER LINE
F. F. FINISHED FLOOR EXCA VA TION C. y
67
STORM DRAIN PIPE EMBANKMENT 0 C. Y
F. G. FINISHED GRADE
FLOW DIRECTION F. L. FLOW LINE
EXISTING GARDEN WALL H.P. - HIGH POINT
- - - - -- -- EXISTING CURB MH - MANHOLE
(ROLLED) PA D - PAD ELEVATION NOTE. QUANTITIES SHOWN ARE FOR PERMIT PURPOSES
PL - PROPERTY LINE'
SHALL BE RESPONSIBLE
CONCRETE TO BE ONLY THE CONTRACTOR
RIWI - RIGHT OF WAY
CONSTRUCTED FOR HIS OWN ESTIMATE OF QUANTITIF
.S.
T. C. - TOP OF CURB
TOP
2:1 SLOPE OR TP. - TOP OF PAVFk�ENT
y
TOE OTHERWISE NOTED WAII - WA TER METER
CATCH BASIN (C.B.) wv - WATER VALVE
PO WER POLE
44 p IRM 1% r.
.50ILS ENGYN,1!H1__t\
AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION TO
NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO DAYS PRIOR TO i e-%
EXCAVATION AND, IF PRACTICAL, THE AREAS TO BE EXCAVATED SHALL BE BA,311�) OF BEARWG.50. gve
EARTH SYSTEMS CONSULTANTS
DELINEATED. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH.
79-81 1B COUNTRY CLUB DRIVE
S-
NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING PERMI
BERMUDA DUNES, CA 92201 THE CENTERLINE OF NISPERO AS SHOWN ON TRACT NO.
VERIFICATION NUMBERS EXPIRE IN
SION TO EXCAVATE SHALL BE INVALID.
14 DAYS. FOR BEST COMWUNIGATION, PERSONS PERFORMING EXCAVA- (619) J45-1588 24890-4, M.B. 218 1-9, BEING N.e9'5436W. %0
L
'ISE
TION S14OULD MEET THE UTILITY COMPANIES AT THE JOB SITE. FOR MORE
INFORMATION YOU CAN CONTACT THE LOCAL REGIONAL INFORMATION CENTER. MA1V,04R11V4
UNDERGROUND SERVICE ALERT, JOJO SATURN STREET, S 200
THE gIGINEER PREPARING THESE
UNAUTHORIZED CHANGES & USES: BREA, CA 92621, (800)422-41JJ -H
PLANS'W(LL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED BEAI(.�,, 111A RK:
PLANS
CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE ujN9
RER OF THIS GRADING PLAN PROVIDES FOR SIDEYARD AND REARYARD DRAINAGE OF rn�
MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPA 14 4A 6,RY5
FB. D-J1, PAGES 75 AND 47 ELEVA TION: 40. 110 j- CIT.
EACH LOT IN ACCORDANCE WITH THE INTEGRITY, SHOWN. IT IS THE
THESE PLANS.
DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE 17* SWALES ARE J50 FEET NOFTH OF THE CENTERLINE OF AVEAVUE 52 AND JO FEET EAST
CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN
ACCORDANCE WITH THE APPROVED GRADING PLAN AND THAT THE INTEGRITY OF OF THE CENTERLINE OF WASHINGTON AVENUE AND 6 'FEET SOUT OF P.P.
R AGREES THA T IN ACCORDANCE WITH # 989270, A 1 114- IRON PIPE 0.2' HIGH IN SOUTHEAST QUARTER OF
CONSTRUCTION CONTRACTO THE SWALES ARE MAINTAINED. THIS PRECLUDES THE CONSTRUCTION OF
GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION BLOCK WALLS, FENCES, PATIOS, STOOPS, FIREPLACES, OR OTHER SECTION 6, T6S., R.7E., S.B.M.
TO ASSUME SOLE AND COMPLETE
CONTRACTOR WILL BE REQUIRED STRUCTURES ACROSS FLOW LINES WITHOUT PROVISIONS FOR APPROPRIATE
G THE COURSE OF
SPONSIBILITY FOR JOB SITE CONDITIONS DUR!N
RES OPENINGS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ALTERATIONS
G L
AND PR BE MADE TO APPLY V RA _r,/1pI0 so UR "I r-,
CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER
OPERTY, THAT THIS REQUIREMENT SHALL GRADING MODIFICATIONS MADE BY THE DE ELOPER, HIS SUBCONT CTORS OR OWNER
NORMAL WORKING HOURS, AND
CONTINUOUSLY AND NOT BE LIAPTED TO
THE PROPERTY OWNERS.
CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY A,j
"A'
BOB HILL EXISTING� TOPOGRAPHY v/
HOLD DESIGN' PROFESSIONAL HARMLESS FROM ANY AND ALL V/("// "/ y
AND SIDE YARD SLOPES SHALL NOT EXCEED 211'.v DEEPENED FOOTINGS SHALL BE �i JUL 1 2
IN CONNECTION WITH THE 241 LA PAZ INFORMATION OBTAINED
LIABILITY, REAL OR ALLEGED, USED TO MEET THIS REQUIREMENT FOOTINGS SHALL BE A MINIMUM OF 12"
TING LIABILITY PALM DESERT, CA. 92260 FROM AS -BUILT GRADING
ON THIS PROJECT, EX, CEP N. T. S.
WORK
pERF0pMA,,\jcE OF
BELOW FINISH GRADE FOR SINGLE STORY AND 18" BELOW GRADE FOR TWO
ARISING FRO;V THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. (619) 346-1471 PLAN OF- TRACT 24890-4
STORY
19)
Uri do v. nd Stonwirce li-crt
TEL(6 360-4200
Cc// -4204
iM C)
: TOLL FREE FAX(619)360
Coachella Valley Engineers
/4 -22 — 4% 1 J j 77-899 'iVolf Road, Suite 106, Bermuda Dunes, CA 92203
DATE
BY
DESCRIPTION
APP'D
DATE
R E V S 1 0 N S
SEAL APPROVED BY:
DATE
JOB NUMBER
CITY OF LA QUINTA
95192
k!
SHEE-7
SCALE
AS SHOWN
A,P./�,'. 769-610-0716
DAVID M. COSPER
CITY ENGINEER
(3` R, A, L_ ) IV G F---*L A N
DESIGNED
R. C. E. N 0. J8022
EXP. DATE __JZ31,�� 7
K. E.
7
PREPARED UNDER THE
DIRECT SUPERVISION OF:
DATE
CHECKED
D.T
0 F
LOT 66, TRACT 2-4890-4
DRAWN
K- E-
FILE NO.
FRANK D.
R. C. E. N 0. J6496
GORMAN
EXP. DATE __61J0196
JUL Y, 1995
FOR
RANCHO CAPISTRANO
DATE