0945NOTE:
With proper validation
this,form constitutes an ;
encroachment permit CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS -CONSTRUCTION (ENCROACHMENT)
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
DATE: November 30, 1990 . Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION, Flood Control Channel Improvements ONLY
' TR 25237
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION tract improvements Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION see plans
I
DIMENSION OF INSTALLATION OR REMOVAL see plans
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 11/26/90
APPROXIMATE TIME OF COMPLETION 30-60 days
ESTI MATED CONSTRUCTION COS T$ 5488,365.00
(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:
F
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.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Ouinta and to pay for any additional replacement necessary as the result of this work. I
Signature of Applicant or Agent
Ohio Citizens Investment Corp PO Box 780 La Quinta, CA' 564-2155
Name of Applicant (please print) Business Address Telephone No.
JHT Construction 393 W: Athel Ste. 9 San Bernardino, CA 92401 714-885-8382
Name of Contractor and Job Foreman Business Address Telephone No.
563749 1:701
Contractor's License No. City Business License No.
Ciana MFCD16722182 & G13114149
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class I I I
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
$ 14.650.95
$ 14,650.95
Receipt No.
Received by Date
4.�Si8`CAS'N 8147 6& O1 14650A'
PERMIT VALIDATION
0945
PERMIT NO.
DATE APPROVED 11/30/90
EXPIRATION DATE 4/30/91
DATE ISSUE -E) // 12/4/90
By
Administrative Authority
Recorded by 11 TELEPHONE: (619) 564-2246
NOTE: .41.
With pr6per validation
this form'constitbtes an
encroachment permit CITY OF' LA QUINTA I I
• APPLICATION* FOR PERMIT
PUBLIC WORKS ,CONSTRUCTION (ENCROACHMENT)
For the construction of public or pri , vate curbs,,,'driveway",,,!paveme'nt'sI sidewalks, parking lots, sewers, 'w'ater"mains
and other like public works improvements in I connection -with MINOR f. WROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class I II
DATE: November jO; 1990 Ml'nor_Improvement ent Permit 61ass'IV
Channel .'Improvements ONLY
LOCATION 017'CONSTRUCTION Flood Control
IV.
TR 25237
(Street addres-s'or D(;is&ip'tic;n of Location)
PURPOSE OF CONSTRUCTION tract!P"improvemerits Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION see plans
:DIMENSION OF -INSTALLATION OR REMOVAL see plans
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME,WHEN WORK WILL BEGIN' 11/26/90
-APPROXIMATE TIME OF COMPLETION 30-60 days
ESTIMATED CONSTRUCTION COST -S
_$.488,365:00
(Including removal of all 6bstructio'n, materials, and debris, backfilling, com-.,
paction and placing permanent resurfacing and/or replacing improv4ments)
In consideiation of the granting of this permit, the applicant hereby agrees to.
Indemnify, -defend ancl!save,ih�e City, its authorized agents, 'Officers, represeAtativ'es and employees,' harmless from'anid against any and all
penalties, liabilitiesor, loss resulting from claims or courtactionand arising out of any accident, loss or damage topersons or property
happening'or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application,
. I I 1� . . 1 4 1 .
Notify the Administrative Authority at least twenty-four',(24). hours in advance.of the time when work will be started.
Comply with all applicable City Ordinances,the terms and conditions of the permit and all applicable rules arid regulations of the City 'of
La Quinta and to pay for'any'aciclitional replacement necessary as the result of this work.•/
Signature of Applicant or Agent - L
'
Ohio Citizens Investment Corp PO BOX -780 La Quinta,, CA 564-2155-
Name of Applicant (please print) Business Address Teleph6ne No.
Ste' - 1 -"CA -92401 714-885-8382
JHT Construction,393 W. Athel 9, -San Bernardino,
'"CA
of Contractor and Job Foreman Bu'siness Address Telephone e, No.
563749, 1,701,
Contractor's License No. City 136siness Licen'se'No.
-Cigna.MFCD16722182 &,G13114149,
Applicant's Insurance Company' i Policy Number
FEES: Subdivision, Improvement Permit — Class I I 11-03-90
841
Public improvements: 3% of estimated construction costs 14650.9
Private improvements: j'/'o of estimated construction costs,
OQA
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee 14#650.95 -PERMIT.'VALIDATION
Permit Fee
PERMIT NO.
Penalty `'1'/30/90
DATE APPROVED
Cash Deposit -Surety Bond', I., . . -.4/30/91
if. required 14 650 95 EXPIRATION DATE
j,.
•
TOT . AL: $ DATE ISSUE -E) 12/4/90
Receipt No.
I By—
Received by Date Administrative Authority
Recorded by
TELEPHONE: (619) 564-2246
rT
TR. .25237
,, w ;.
,•
= s
ENGINEER' SPRELIMINARY.
"BONDING" ESTIMATE s�• : `�
1 ''`
�* C' FOR.CIVIL"IMPROVEMENTS WITHITHE.•CITY
OF,�-LA QUINTA ry
+ +
W.O:#.' 8007031=06.
r
OCT.23,1990'
PAGE
Fy. ITEMDESCRIPTION4`a: QUANTITY,. UNIT..COST
TOTAL 'ESTIMATE
t,
"A""SEWER ,(ON-SITE)
1:8" STEEL PIPE 256L F ~
:.
",
17`.00-
,74,352.00
4
°J 2.8"'•VCP 3,814 L.F.
16.00
61,024.00`
i{ Y
3.-411'' SEWER LATERAL"' 1`, 375 L.F
10 .OQ
13; i80.00
"F.
' 4.-48" MANHOLE17•E.A:
1,400.00 <
23;800.00
r x
s
- r 5.6" CLEANOUT, �.5 E.A.,
'650.00
3,250.00 `
�, z ,r
TOTAL:
$ 106,176;00
;"B":WATER (ON-SITE)
w
^28.00
..
.1.12" C.M.L./D I' `' 2,340 1;. F.
-
65,520.00
•�:
2.8" C.M.L:/D 'I 2; 146; L:F:
17.M36,,482.00
,
'�• "' "
E
1 3.12" GATVALVE 19� EA. 000.00
.Y 19; 000.00
GATE'VALVE 9 EA. --t
"750.00
._ 6,-750.00
f
5.111 SER. W/•;3/4" •METER• 55 EA.
450.00
',24,750.00
.. 6.'6" FIRE aHYDRANT ASSY.,. • 15 :EA.
2, 500'.00 a 37;500.00'
hK
_ 7.6" BLOW-OFF''ASSY. "1 EA. -
1, 600 00
1 600'.00
+'
' 8.2" AIR RELIEF VALVE :�: 4:. EA.
.550:00 ,'"
2,200.00
9.3/,4"IRR. METER W/1" SER.
W/•BACK FLOW''DEVICE 1 EA.,
1,50000 �"
1,500.00,
10.211 IRR. -METER. W/: 2.1 SER. • ,
�.'.
.W/ BACK FLOW•,DEVICE 2. EA-:- '
' M -5,
S 05.0.00
- 050 :00
*�
- - ''.
11%C.V.W.D. SUR CHARGE • +LUMP, SUM
7,.700.00 !
- 7,;700.00
+ •12.24"X 3%811STEEL•SLEEVE` 99-L.F.
25.00
2',475.00
13.18".X 3/8"STEEL SLEEVE; +� 60,L".F
23.00
1;380 00
,
TOTAL:
$'211,'907.00.
• w 11C6LSTREETS•'(ON=SITE)
" • 1.3"A.C./4"A.B. X' 188;,660 .S.F:
1.28
y241,484'.80
• 2.411 ROLL CURB (TYPE"C") ;8,000 L.F:
8.00,
.64,000.00
3.CR6SS ~GUTTER +W/ -SPANDREL .2,E-900'.'.S.F:
3.50•
10,150.00.
•i
4".6" "A-611,CURB •(STD.200). '1',936 L.F..: ` •
. 10.00'
19,-360,.00
•
:
5.4" SIDEWALK' +..... 3,020 S.F.'
2.50
7,550.00
t"
6.10'CROSS GUTTER (STD.209) 330 S.F.
3.50
1,1 55` 00
�•
" 7.6'11' TYPE!'D"CURB (STD.204) 856 L.F. ",
8.00
6,848 00
..
+ 1.8.18" P.V.0 (CL -900) y 190 L.F. ?�
yR:C.P^
23.00 '.
4,370.00-
' • ' 9:24" (D-2000) 't-" f. 75 �L.F:
65" 00
4 875.00 •
X864
_
• ,10 8", P.V.C. (CL -900) ", 72 L.F -
,
12 00
": 00
. ')'
. •11 8".CURB (STD '201)-. ,180 L•.F
`' 11.00'
1•,980:00-
i12.REINF., CONCf.`BEAMS 190'L:F•.;'
5:00 �
_
950..00
'
: 13.STD.:R1'STOP SIGN
150 00
90.0.006EA,.
•- 14. -STD. --STREET NAME'SIGN 6 EA:.`
x150-.00
s 900.00
4'
'
+ f " 15',.STD.,SPEED<LIMIT SIGN S `` 6 EA:
':.150.00'
900.00.
^a
-16.STD. CURVE SIGN �'`�'' 8 EA:
150'
900.00
�. 17'.STOP',BA'R STRIPE, {; - 10$ L.F.'f
- .50
54 J00
°
TOTAL:
$ 36.7', 522.80.
'y:
�
' . ' •
arr
•
,
- - .
v
.._. ..tit+,�-
- - ...
V•.
r,; -_
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sty.
TR'.252374
,. .t. •
<:
-
"ENGINEER'S "PRELIMINARY "BONDING" ESTIMATE'
4.
{ FOR CIVIL IMPROVEMENTS WITH THE
CITY OF LAyQUINTA
W.0.#'8007031-06,.
•. 4 t �, ( r OCT.23,19.9'0
.e ,`,.,' dh . {"•' -. '..,. , , ,
`
PAGE :2
-
'ITEM,,C•;: .,DESCRIPTION,-. ',QUANTITY UNIT COST t TOTAL ESTIMATE .,.
lyI tK "Dd GRADING (ON-SITE)
i
k.'•
4, '1'.EARTHWORKS. -115,400'
- •
C.Y.1.50
1 50
•Z
173,10.0.00 '
_
' 442 IMPORT 98,100
C.Y. ; r
3.06
294,300'00
.a`
TOTAL:
$ 467,400.00 �. �,u *•
11E11 FLOOD CONTROL • CHANNEL --(F . C . C'.)
• �
-tl.TWO 60" ,R.C.P.'S (D-2000); 720
L.F
a
110:00,
79;200.00
'`' ` •-�r ,�" 2. ROCK BEDDING _ 3', 000
TONS _ ,. ?
18.50'
55, 500 00
" 3 :GRAVELt BEDDING s r 1,`200
TONS'.' .
'7.00
M^'j 8, 400 i 00
'-;
r 4+.CL.2 AGG.BASE (WEST RAMP)" 123
TONS'. `�:
8.50.
;045'.50
5. HEAD WALLS
-A. N'LY'WALL(REINF.CONC.): 5 2
-L.F. ✓; �.
2 0.00,
`,500.00
B.S'LY WALL.(REINF.CONC.) 57'
L.F. /`
20.00.
1,140' 00 '-
C.N'LY FOOTING(REINF.CONC:) 25
L.F. f
15.00-•
315.00 -
t' �D.S'LY ,FOOTING(REINF CONC.). 57
L F': ✓.
15.00
855.00
6.GRAVITY WALL-(CONCRETE) _ 2,650
L.F. • tl.
-_110.00
291, 500.0.0'
ti 7.FILTER,CLOTH :,,' 21,500
S.F.
•.
1.50.
32,250_.00
4 8.REMOVE,EXIST.66"R.C:P LUMP
SUM �+_
5,0 00.00,
5,000:00..
-'
9.RET.WALLS REINF.CONC.INCL.FTG.
`
k
EASTRAMP" 4 50
f
L.F.
40.00 -
-2,000.00
a' t,
` WEST RAMP
;
40.00
800`00 F.
'
l0 . REINF : COk::SLAB @ RAMP
-EAST ,END *` 1, 780
S. F,Z
V 3.50230.00
11•..4"'CONC:SLAB (FIBERGLASS MESH)
r:
' WEST -END, r '720 .S.F. �, •
3.50
2, 520.00 p
` 12.20'X,7!X 4'' CONC:BASE''
t '
_
• ,� TWO, LOCATIONS 42
C`:Y.
75,.00 _.
,150.00
3,150.00-
„
TOTAL:
TOTAL:
$ 488, 365.00
DRAINAGE FACILITY��(ON—SITE)
`
y'1.12"X18'•' CATCHBASIN. 10,
EA. `i'
750.00 i,7500.00"
�.
2..STD. .302`�CATCH BASIN 6
EA. }
1,200.00 ' -
7, 200.00
v3.181"R'.C.P. (D-200.0) 128
L. F: •
40.00
`' 5,120.00
+. 4.10"FP.V. C.(CL�-900). "c-; 530�L.F.13.00
6,890.'00
;
WELLK:IWE-:
r, • 5'MAX' MV DRYLL
a�
W/ INTERCEPTOR ' ; 6
.
EA. 10,'000:00.
60', 000.00"'
i .z
.. TOTAL:
$ 86, 710.00 y
-"1TG.. BRIDGE CULVERT' (ON-SITEY
c
1.BRIDGE CULVERT INCL.
_ WING WALLS-' u f'
EA. - ,,•, .50, 000:00
50, 000 .00" �f
TOTALS
$ -50; 000.00 d
• `'
V
;..
a' TR.2.3237.
ENGINEER'S PRELIMINARY "BONDING" ESTIMATE
"
FOR CIVIL IMPROVEMENTS ,WITH THE CITY OF LA QUINTA
'.r
W'.0.# 8007031=06
OCT:2311990
_
�.
PAGE . 3' r .
�f ?. •'
�t rITEM ,� ;DESCRIPTION QUANTITY`.. UNIT.COST
"TOTAL ESTIMATE
!'H" UNDERGROUND' ELECT.,.'SERVICE' (ON-SITE) ;.
�-,,I. UNDERGROUND ELECT. •SERVICE '. .54. EA..` r .. 1, 000.00>
'?54, 000. 00
• •.
Y,
r- t' r• . 'TOTAL:
$
.:54, 000.00
?;
>' •
^t
.
x c, w SUMMARY
' _ 4 llA"' SEWER (ON-SITE) TOTAL:
$
x106,17,6.00
t "'B"
4`
WATER (ON-SITE)'• ' <" TOTAL:
$
211; 907 .00•
r' "C" STREETS '(ON'SITE) TOTAL:
$
367,522.80"
"D" GRADING (ON'Si TE) TOTAL:
,$
467,400.00
4
'Ell ,FLOTR
• OD CONOL `CHANNEL t `(F .'C . C .) - y ' f =TOTAL:
$
- -488,.365'.00,.
*• -.
3
"F" DRAINAGE FACILITY !(ON—SITE) �� TOTAL.
`"
86,'71
"G"
_.' BRIDGE•CULVERT'' (ON—SITE)a _, r` TOTAL:
- $
56,f000.00
"H" UNDERGROUND ELECT.SERVICE (ON SITE) TOTAL:
.•$
54,000.00
r"BONDING"
TOTAL ESTIMATE:
$''
1,832,080.80
• y `.x ` '. PLUS 59:
' $
:91, 604'.04
�•
+r ,y
,CONTINGINCIES
:' i~ TOTAL ESTIMATE:
$
1,923,684.64"
tf:
,•
THE; ABOVE OUTLINES ,THE,,ENGINEER'•S. PRELIMINARY
"BONDING"'ESTIMATE FOR _TRACT, 25237 CIVIL
DEVELOPMENT
r s -AS REVISED,;OCT.23, 1990,.
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