0143NOTE:'.
With proper valid for
this form constitutes an
CITY OF LA QU.INTA '
encroachment permit Y• .• � �
APPLICATION FOR. PERMIT':-
_
PUBLIC WORKS CONSTRUCTION •(ENCROACHMENT) K www
5 OF TR89wS
For the construction .of public or private curbs, driveways, ,pavements, sidewalks,; parking lots, sewers, Water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class III XXX
DATE: Auciust 6. 1985 ' Minor Improvemenf Permit Class IV
+
LOCATION OF CONSTRUCTION • 54-201 Mach con q -rPPf- • Plot Plan 085-144 Satellite Golf
Course Maint. Facility
(Street address or Description of Location)
PURPOSE OF CONST RUCTION On—si.te/off-sit,? Sketch (attach construction plans if appropriate)
,
Tnroro�nmti��t 4 - - r
DESCRIPTION OF CONSTRUCTION AC Pavincfr. C•aatter. Pty. Plans on File.
DIMENSION OF INSTALLATION OR REMOVAL -19PP glans
SIZE;OF EXCAVATION, IF NEEDED see plans
APPROXIMATE TIME.WHEN WORK WILL BEGIN .8/12/85
' APPROXIMATE TIME OF COMPLETION 12/31/85
ESTIMATED CONSTRUCTION COST $ ai . QQg nn
(Including removal of all obstruction, materials; and debris, backfilling, com
'.
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this. permit, the 'applicant hereby agrees to:
' Indemnify, -defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out .of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
'
Notify the�Administrative Authority at'least twenty-four (24) hours in advance of the time when work will be started. " f
L
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City `of
( La•Quinta and to pay for any additional replacement necessary as the result of this work.
igna ure of Applicant or Agent
t
/,
_ Tancftark ' T,and ro. POO. Box 1 X La Quinta, CA 92253 619-345-2888'
Name of Applicant (please print)- Business Address Telephone No. .:.
SAME SAM SAME
Name of Contractor and Job Foreman Business Address Telephone No.
on file 133
Contractor's License No. City Business License No.
on file . on file - '
Applicant's Insurance:Company Policy Number
FEES: Subdivision •Improverrient Permit—Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
NO, 14•e"
,
Minor.lmprovement Permit — Class IV: See attached schedule
Inspection Fee $ `1259_F4 PERMIT_VALIDATION
(incl. ).
Permit Fee
- .PERMIT,NO. 143
+
Penalty
Cash •Deposit-Surety,Bond DATE APPROVED. August -7, 1985
'
if required EXPIRATION DATE1 December 31, 1985
1259.64
TOTAL: $ DATE D
ISS.I'J'
Receipt No.
'
By r
Received by' Date Administrative Authority'
Recorded by 'TELEPHONE: (619) 564-2246 •�
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_ 00 N sz �Qo =� 22. 8�J 0� O J W PROFILE L/A/E -� 1 NG NO
lOJ /`'AD' �i93 rjli t,, �� s O A9 ), . r L� _ __� GRADING TES
_ S'CA LjS : NOR, / u_ ,
J �y VE�E:f J All grading shall conform to the Uniform Building Code Chapter 70, '
Q� o acre oOR STORAGE
_ 9� as amended by Ordinance 457.
IQ� �0A9s 9 .M
g l k'�� I L F AI /U T �1 NCL
3 �to �/ A � fN 2. Minumum building pad and drainage swale slope shall be 1% if cut or
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/ u ' � � - `-�9S � R,� � � � fill Is less than 10' 2% if cut: or fill is greater than 10'. Drainage }
v - (2 /2 A C, oN •� CL.2 A G• BASE F ��G ,
C. ." swales shall be a minimum of 0. � deep and be constructed a `minimum of 2'
\ BU/L�//v�i" S �Zr ,GOt� i from the top of cut or fill slopes.
3. Maximum cut and fill slopes 2:1.
2:1.
W. 5
C-�1k'sIC�E V v N i PA10 " 494 DO 4. All grading shall be done under the supervision of a competent Soils
DR/ Fw14r C1�i 4 �' En ineer who shall certify that all fill has been properly laced and
�' D '�9✓. �/� ON p� �9 N 3�2:! LUPE V .4 BAR ALL AROUND g Y P P Y P �
/�,�•�. 4 CL.2
e who shall submit, a final compaction report for allfills over 1 deep.,
CON -ST. 1 X4 ',
04 BARS �f'E 5. A Registered Civil Engineer; shall submit to the Building and Safety,-, '
i
R£OWeOD HEA DER
L/NE-A G� 6 Department written certification of completion of rough grading in
\R9 LAKE `i�IN CONC. COLLAR accordance with thea roved grading plan
Foie G�FoFi�9 .W �, aq\. � � ,��/ �G• c4:
pp g g p prior to issuance of the
5�E yFEoN d 9 Q,' s ov 4�� 60 building permit. Certification shall be to line, grade, `elevation and
cq 5 4LONG,a3DOH/E4 REBAR location of cut fill slopes: i
_CohAsS til i c _ --3OJ _ Q O LAJfE BOTTOM CTYP. FDR 4 i 1
�� 6 Final compaction report will be required for all fills greater than one
' F11WRE k �' \ �, SECT/ON
ti 0 DRA/N o Py�`X Dv�/DOD HF-ADER l8 W/OE �' X G CNA/!v L/NK FEn/G�x �n ` 493 OUTDOOR S To�.gGE Al`R'EA �( I- � foot. ,
sr� r.. _�_ (2W'AC- ON 4"CL, 2AGG• BASE o o
END A� �F oQ � � v 7. Allgradingshall be done in conformance with recommendations of the '
r - , �' ' CATS r� r^ o ems, / ° preliminarysoils investigation b Leighton and Assoc.Lates, dated
�ONSTTu .� R' ? J_ - / WELL S S/Tiff
July,15 1983. Two sets of the final com action report shall be sub }
5¢ 8 5 LL a,� 72 2 LONG, X13 DOWEL BAR• P P ,
7 -YR F R 4- i mitted to the the Building and Safety Department which shall include
CT O foundation design recommendations and certification that grading has
EARTH DITGN 2 �` ek I been done in confromance with the recommendations of the preliminary
Gj/V
s ,► N LAR soils report.
7-911 NG (T ') -- i ? Pc ± 492 \,P. C. C COL
PRO VIDE M/N/MUM . q\ q (J`
' u n V p�\ e
ALL AROUND � � F
40 LF OF�P/P.PAO II jk �, �W o / N 4 BAR ALL AROCIND 8, The contractor shall notify the Building and Safety Department,UT1r OF `
ALONG' DAYL/C//T , _ LA QU/NTA at least 24 hours in advance. requesting finish lot grade
DITCH 6 "M/N/MUM N __._ - - ►• - ----- - --
�. - AGS and drainage inspection. This inspection must.be approved prior to
STONE W/IONCzene k� AR.Er4 �
(PEA G,PAVEL AGG.)
o �9 1�d` /«NG (� �/ �!� ' q' 12" DiA. 12 building permit final inspection for each lot. a
� �9 'Q O p a� j J d N �
N SE
/ 2 �2 A G', 4 CL 2 1 GG B _
-9 S l 9. No fill shall be;placed'on existing ground until the ground has-been
4 5_70kAk� SNS cleared of weeds, debris, topsoil, and other deleterious material.
s s 9 8 .
F AA� 0 10. During rough grading operations and prior to construction of permanent
Q I /�tL Pl1MP �/ !� h, �` / drainage structures temporary drainage 'control should be provided to
sy CONST, 1X4
c �' �,_�_ �� prevent ponding water and damage to adiacent' properties.
y \ vooD - k �y' �EowOrO HE�JDE.Q aTORA(Ve AREA
;F
; 11. Dust shall be 'controlled by watering or other approved methods. 4
FRON 7' , EL EVAT/ON
2 v ' .12. All existing drainage courses on the project site must continue to
function, especially during storm conditions Protection measures and
. R90 � �9 �a .r _o , � '
- i o s okp �P/w6 �o/ OUTLET HE,gDW�4LL OFT�1/L j temporary drainage provisions must be used to protect adjoining properties M
I
5 ql' 1 during grading operations.
� _ 1 � C'► NOT TO SGALE y g g 8 P ' .
FLANS FOR 0�/64o/iJ 14E�FZO/�-- - �
/P��(/�f _ 13. A Registered Civil Engineer or Licensed Land Surveyor shall submit cert-
- - 13,pr} �- N 02 30 4D't W ification of building pad elevation. Where specific elevations are required,
the elevation (with respect,.to mean sea level) shall be given:- If an
elevation with respect`to adjacent ground surface is required, the 'actual distance
-- - --s �' above the adjacent ground shall be given: It
14. All offsite slopes (cut & fill) shall be planted with grass or ground cover
9 9 O /�- to protect the slope from erosion and instability in accordance with
(' �o r- s7• � � .y R= of 2 50 / cs=
�J TMJ Ordinance Number 457 prior to the approval of final inspection.
tA
1
Contractor a ees that he shaU assurne sole and complete res ibilit tcx '
CONS TRACT MoD/FEL) )R VEWAY i � � P P�� y
I site condltions during the course o(crostruction of this Project, including safety of al
C/TY Of LA �JU/NTA perywu aM p ; that this requirement shall apply continuously and not be lim•
STD, /=LAN No. 207 YV = 2Q X = 7
MADISON �T/� � � T Iced to normal hours; and that the Contractor shall defend, indemnify and
ung
- hold the Owner ar><d the Eng�'neu harmless from an and all liability, real or alleged, • � r• r
N EST/MATE OF QUANT/T/ES in casulection with the performance e( work on this Project, excepting for liability
LEGEND &ABBREVIATION: arising fr rn tht sole negligence of the Owner or the Engineer.
� 2 i/Z %1. G. OVER �•�GL .2AGG• SASE 37480 S.F. ` ,
( 495) EXISTING ELEVATION n O �/
_ 3!t//OE RIBBON GUTTER ,j08
4. F.
495--- FINISHED CONTOUR L z, 49AL DESCh IPTIO/V '
SWALE & DIRECTION OF FLOW
3. 2X�" REl�WDOO HEAL�EI'z 2/4 L•F C. F. CURB FACE A u 7 -/ON OF SECT/OJV /G� T. GS/ R. 7,C S 0, M.
CIS' OF � Ilk BT
I
F.L. FLOW LINE 1
• � 3� Oil �¢ �o�TH/G'/r GONC. DN/Y �IPf'ROACN 2.5/ S.F � RIVERSIDE CO.
Community ° D �. & �a / f g. Dept. F.S. FINISHED SURFACE
BENCH MARK:
/ F.G. FINISHED GRADE P.D. 109-70
/�" �" " 5 4�L0/VG `t/NEEL STOPS 3 EA' T.C. TOP OF CURB 2.0 MI S/0 STATE HWY. 111, AT JACKSON ST. , INDIO AREA 2.0 MI. W. ON
f €'1f� "`,Q `� H.P. HIGH POINT AVE. 50:45.0 FT. W/0 MADISON ST. 18.0 FT. S/0 AVE.: SO A CHISLED SQ.
,i, UCTIB.W. BACK OF WALL ON S/E WING WALL OF CANAL BRIDGE. IN THE N/E 3 SEC. OF SEC. 4, TGS-
ACC
'' [. . M .. �( �, ,, a +P=/�� �a F.F. FINISHED FLOOR OF BUILDING :' . R7E FB 31 PG. 24 AND 40 INDIO 1970.
SUBIEE"d Ta'� $ Si, L/�1e r++I A5 PER I eb a
�T` ELEV. 27.941
1 B c STDs - s��D +�Ert.�•,�r #' �O / 4 C /
�.I�U ALL AS'Pt��/'b tE CODES SECT /q -�1
NOTE:
: / L0t,/917-0,01AIAL gurnT/ C % T Y OF L' A 0 L11 TA ( SUBTRACT 500 FROM ALL ELEVATIONS ON THESE PLANS TO BE IN AGREEMENT I
1,kn AUG 6 1'�n @3y Jl I S�/�
IL
AL• E % = 20 /�� APPROVED Ry : WITH RIVERSIDE COUNTY BENCH MARK.
AUG 9 1985 a
•L�ic��ao4cNw�r✓1- �'F�/i7�91T /�{�
'7 2 9Co
{ JZICHARD E- M;CDY R.C.E.23953
AA►TE G /TY ENGINEER
SHEFT /NUMBER
A AO//V�g A/\/
Mei /N TE IVA NCE I A R ES
/PLOT f. LAN NO. 85 -144
,rte
REVISIONS
NO. DESCRAP T/ON DATE l�lO.