4208NOTE: =�
With; proper validation
this form constitutes an CITY OF LA QUINTA
;. encroach ment.perbiit
' 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
,s
Subdivision Improvement Permit — Class Ii'I
DATE: August 13, 2004 Minor Improvement Permit Class IV
°-- LOCATION OF CONSTRUCTION -52-688 Avenida Alvarado
� O .
s
_(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Install & maintain 1" Sketch (attach construction plans if appropriate)
domestic dater service
DESCRIPTION OF. CONSTRUCTION Trenching Connect
*See Attached Special Conditions*
DIMENSION OF INSTALLATION OR REMOVAL As needed
i
:• SIZE OF EXCAVATION, IF NEEDED
i
APPROXIMATE TIME WHEN WORK WILL BEGIN August 25, '2004
APPROXIMATE TIME OF COMPLETION September, 16, •2004
ESTIMATED CONSTRUCTION COST $ NSA
(Including removal of all obstruction, materials, andAebris, 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.
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.
1-17✓(
,„,''Signature of Applicant or Agent
CVWD, P.O. Box 1058, . Coachella, CA 92236.. (760) 395-2651; or (760) 832�-2117
Name of Applicant (please print) Business Address Telephone No.,.
Same as Above ;
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No. City Business License No.
Applicant's Insurance Company Policy Number
FEES: . Subdivision Improvement Permit -Class 111
7
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit -Class IV: See attached schedule t ���
1
Inspection Fee $ 0.00 PERMIT VALIDATION o�
Permit Fee 0.00 4205
PERMIT NO.
Penalty 0.00
Cash Deposit -Surety Bond DATE APPROVED August .24, 2004
if required 0.00 EXPIRATION DATE .August 24, 2005
TOTAL: $ 0.00 r
Receipt No. -
Received by Date
t Recorded by
G
ems`
DATEi11SSUED
By
Administrative Authority
Telephone:. (760) 777-7075
NOTE: i
With proper validation t i
this form constitutes an CITY- OF LA QUINTA \,
encroachment permit \
APPLICATION FOR PERMIT \a
PUBLIC WORKS CONSTRUCTION (ENCROAG
For the construction of public,or private curbs, driveways, pavemen , -s de alks' pa kiryg lots;' sewers, water mains
and other like public works improvements in connection with MINOR I01P�0 E EN S" d APPROVED SUBDIVISIONS
L $$ `f Suti iviS4n Improvement Permit.— Class III
DATE: // 6 ��i ���Minor Improvement Permit Cl as IV
LOCATION OF CONSTRUCTION
(Street address& Description of Location)
PU POSE OF CO STRUCTION Sketch (attach construction plans if appropriate) Wo.,Mf- See V.c f,
DESCRIPTION OF CONST UCTION �� S
:� �� v
I
D ENSION I STALLATI OR REl O L
ee e
SIZE OF EXCAVATI , IF N E \ `<
APPROXIMATE W N 0 K LLBEGIN,
APPROXI T I E F 6OMPLETION
ESTIIOXIr S R TI N COST•$ A
(Incl #ing rl movaj 6f all isb"struction, materia�d/�qkreplf�nqi
natl�bt�s, filtin , com- T AUG 1 7 2004
p dion nd' lacing permanent resurfacing pr ements)
In�coHsidtn o the granting of this pe mi , th a n hereb a rees to:1. \ � �1 PV� Y g PUBLIC -WORKS
�demnl l4dfend and save the City, its e�th ized a ts, officers, representatives and employees, harmless from and against e
pennTqlle(�ieg/liabllities or loss resulting from Vai coin action and arising out of any accident, -loss or damage, to persons or property
h QpenYng or occurring as a proximate resulof any ork undertaken under the .permit granted pursuant to this application.
INotify the Administrative Authority at least tw6nfy-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 regulatip of the City of
Le Quints and to pay for any additional replacement necessary as the result of this work. •' ��•/� -
/J Signature of Applicant or Agent,
/05
Name of Applicant (please print) //// Business Address c Telephone No. "
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No. ' City Business License No. '
'Sees s„�e�
Applicant's Insurance Company Policy Number
FEES: • Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit—nCllass IV: See attached schedule .
Inspection Fee $ N o fee, PERMIT VALIDATION '
.: Permit Fee
PERMIT NO.
Perialty DATE APPROVED'
Cash Deposit -Surety Bond
if required EXPIRATION DATE
TOTAL: $ DATE ISSUED
Receipt No. By
Received by Date Administrative Authority
Recorded by Telephone: (760) 777-7075
• u t
��' P c>� cac 0, I V •n 1 1 P
ZD 085 �0 / 116 n. 52-1=3770 52-391 52-390 n 52-385 n 52-3-3 165 1. 54 L`0
-
_ 52-300 � 5��0
084 117 a ISB .- 192 249 ., 283 _m 340 374 ^ 433 46B
N 522
52-320 n n 52-390 n m 52-405 p, 52-404 n n 52-410 52-401 pf, 52-410 n
r
083 lie 157 193 248 284 375 432 521
52-320 N (1) 52-392 N 00 52-425 52-430 CO 52-435 t 0) ^I W 469 52-430 m
082 119 156 194 247 285 339 376 431 470 520
U 52-35-35001 N 52-39-395 t52-420
10-438 52-447 52-420 52-417 52-4a4 13'081 120 l55246 286 338 377 430a71519
mo mo13 mo52-4451 52-360- .. 2 .. 52-441 52-444 .. - 52-447 52-440 .. 52-441 52-460 .. 52-444O80121l54 196 vl 245 287 37B UI 429 472 518
77-224^^' P NP 52-4515-500.. n 52-450 :52-449 r n 52-500 ... ^
13'D.I.P.-92 (17951) 12'D.I.P.-92 (179521L (17952) 12'D.I.P.-92 (]3501)12' A.C.
6'.D.LP: 92 U7951> CALLE ^ tl7951> 6-B.6P.-92 (17952> " ENSENADA ^ 6•D.I P.-92 a 17952) ,
079 �1 R2 n 153 fU .. 197 2qq N .. 288 of 336 CO' - 379 428 IU N 5 77
. 52-4700 1 V 1 7 13- 1 6— n 52-5101 5 n SATE 1 7473
4D In 1 -Z ^
078 123 152 198� 243 289 m 335 380 ^ 427 474 _ 516
52-180 52-515 52-520 N ,.., 52-495 n 52-510 N 52-485 n ti •- 52-525 m N ,- 52-525
J n
' 077 '124 I 13
52-902 I N 151 199 242 296 334 381 426 475 515
2-55 5N 52545—
52-54N (U
r- 076 Om 125
150 200 241 291 333 382 q25 476 514
a:
N I' 52-575 52-570 N f 5,-=575 f4--52,:.5»0.-�!m•.- M
_ - N
ZD P
co 52-525 149 201 240 292 332 383 424 477 513 '
5 074 52-590 - v 52-595 52-608 c 52-595 52-608 v 52-600 `f
5�545 148 0) 202239 CO 293 01 331 OD N 384 N 423 OD 4784- 512 N
-yL Z 52-615 P 522-605 m 52-620 52-625
C. 6 0.73 W ., ti q 16
q _ t'� 52-565 Q 147 n 203 C. 238 n 294 330 n 385 5P-640 n .n 479
7 52-620-,
i
52-625
52-620 -
52-625
072 146
O
329 -
386
n
204
n
237
295
f
52-585 52-630
52-635
:D
52-645
> 2
1465
Q n U-)aV
205
236
N
296
0)
m
328
N
"Zji '387
CU •. . ...
S
52-640 ...
52-645
52-675
52-660
206
N 52-675
235
297
fA 52-695
327 1
52-6
"388
' 144
(JG 13 52-680
m
y l43
N
207
234
—
298
32
1'n�389'ry
1
— m
o
-'52-695
m
o
-. 52-711
5 00
v,
Y� rjk0_.1,
208
233
299
390
142
— N
.�
(U
52-715
f
ti 52-725
CALLE
m
1a1 �D
o
1^p
325 I0
209
232 �p
0
, 391
IU
- 77-255
^ 52-755
IU
^'
52-720 fU
•-'
77-425
210
N
231 N
301
N
324 N
392
N
.�
140
N
^
a,
52-765
52-760 N
N
52-732 N
52-765
vl
N 13
p
2211
m 52-775
230 Q
52-770 N
302
m 52-805
323
52-770 N
393
f') 52-801
(U
.
138
W
212
229 m
303
Q
322 m
394
52_780m
v 52-811
>
52-780 (U
0 52-825
52-810 (u
r
A N
Q
Z
Ld
213
228 N
304
321 N
395
137
N 52-827
52-8I0 N
Q
N
to
52-810(0
• N
N 521839
227 N
N 305
320 N
p 396
136
Z
W-
52-8751
Q-
215
.-
226
306
319 O
397
N
r 52-855
52-980 0
11 52-885
52-880 N
�
225
307
0>
318
398
OD
135 p
P16
' 52-900 N
52-900-
52-900 .-.
m 134
u 52-920
217
01
m
a
224
52-920
308
0' 52-925
m
u
3l7
52-920 m
399
0' 52-925
a
' e 133 W
;�
VI
ci
'•
O 238
223 n
0 309
316 n
0 400
52-940 -.
.-. 52-945
�0
52-940 .....
52-945
,0
' 132
n
219
52-965
222
310
315
401
ti 52-965
.::
52-970
^�•
52-950
15 14
13
12
221 �-
31l
N 52-975
314
52-970
402
_I16 oIN PI
mIN
nIm
52-980
421
N
N
N
A0 480
q
52-674
I��/
�0
n
co
420
52-680 In
481
CD
482
510
5 6 v
0' 52-693
418
483
509
m
O 52-705
O
417
984
SOD
52-717
2-740Z
A�,
13NOGALES
13
416 �p
507
485.
52-740 lU
- S2-745
a
N
^'
415 N
506
52-760 (UfU
`�
52-76-760 (U
414 v
52-772 (U
486
m 52-775
505
52-770 m
413 m
487
504
52-790 N
V S2-795
52-790 7
4l2 N
a88
S03 N
52-220 fU
In
502
52-060ID
411 N
D 489
—
—490
501 N
(U
52-885
52-880
409
491
Q
52-910
O152-905
�_
500 CO
Z
LLJ
408
492
499
52-930 OD
0`52-935
Q
52-952
407
493
n
O 52-945
m
406
49'1
498
52-960 ID
-. 52-975
~
f
q
o
`0
52-980
52-960
405
497 CU
52-970
d —I- 1 / m 1o] ". m you Eon Q. 1 v �.� 1 1 m 1�
085 �0 �D t16 52-370 n W 52-391 52-390 n'0 522-385 ^ n 52-365 523 N
_ 52-300 5
2-44
084 117 a 158 ^ 192 249 ^ 283 m 340 ^ 374 0 433 ^ 46B N 522
52-320 n p, 52-390 1` `� r 52-405 0, 52-404 `� n m 52-410 52-40I m 52-410 n
083 IIB 157 193 248 284 375 432 521
52-320 Go 52-392 N W 52-425 52-430 co 52-435 W 1^ co 469 52-430 W
082 119 156 194 247 285 339 376 431 470 520
V52-35-350 0) 52-395 13, 102-438 0) 52-447 52-420 52-417 52-444 0) --I 13'— 0)
1 081 120 155 195 246 286 338 377 —, l3. 430 471 519
52-360 52-420 - 52-441 52-444 52-447 52-44-40 2 0 52-441 52-460 52-445 52-444
13'
-.t O80 121 UI l54 N ^ 196 245 N ^ 287 337 N ^ 37B N 429 N 52 651 N 518
77-224^ ^ 0' 52-500 1. 52-450 52-449 0` T 52-500 ... 0.
n n 4 n
8'D.I.P.-92 8'O.I.P.-92 (17951) 12'D.I.P.-92 (17952)v (17952) l2'D.I.P.-92 (13501)12' A.C.
02i4177,.., (17951) 6'D.I.P.-92 (17952) _ -
17
952ENS
m6'D.1.P.-92 336N 379WELL 517
N l97 244 N-288 428 N -2 m 5250 1 5 SITE 177 03490 - 16 +17 13-8 380 427 474 51678 123 152 198243 29 335
5N2=+80^52-515 52-520 N 52-495 52-SIO N 52-485 N„S2-525 52-S25 >
^
077 '124 13
0 N —
15) 199 242 290 334 381 426 475 515
52-490 '
1 52-540 N (U 52-555 N N 1y N 52-543 ry N 52-545 N
r-' 076 a (1,1(1) 125 m J. - -
a 150 O 200 241 G _2- 333 O 382 425 O M 9]6 514 M
N M 52-575 52•"_^570 N M 5..=575 (1L—
_ m
Wv6 520525 .1l4498 r 0n1 201 a 240
^v 292 P"m 332 rN
n 383
5 52-590 v52-595 52-608 52-595 52-608 524-26400
5�-545 239 W 423 WP uv) 4477173 - 0m1
—
—
551123
In
522Ln -615 52-605 52-620 ^ 52-625
w
S2rS
1 6 79"Q 147 238 33385
m 52-640 )0
.D2-625
51110 55 52 -60 7 52-620 2942-62
0146 204 295 386 421 480 52-674
72 )
n
59 640
W
W 52-675
m
52-660
52-680
W 52-685
co
52-645
y� ,L
N
' Cn v l44
' lJ 13-4a
I�h, 1`
,
206
0)
235
q
297
N
327 �,�
388
482
510
0,
G 52-680 .-.
52-675
^
52-695
^
52693
ql43
P
1-
I
'
207
234
298
32
i!'r,�i369,.
418
483
509
— M
25
M
o 52-7u
5 00
�`'1'c1A1t':.
M
o 52-705
o
142
• N
20B
233 N299
52-715
Sig' 7250�.-. ..
N52-717
508
-7
tS
13'
13'
—I
13'
13'
CALLE
NOGALES
232' 0
416 ,p
507
209
0
325 )
485.
lil
IU
.•. 77255
52-755
N
720 U
-3
77-425
52740 N
-52-745
21392 0
N 52-765
52760N
301
in ^.o
2-7(U
532
2-76
N
N
276
506yN55
5N 2-760 N
140
a,
0 139
4
211
52-775
230 v
52-770 N
302
M 52-805
323
52-770 N
393
M 52-901
4t4 a.
(U
486
0)52-775
505
52-77o C1
N-
52-772
139
4Zj
212
239 M
303
Q
322 1,394
`r
4t3 M
487
504
v
'A 52-780M
52-811
52-780 lU
V 52-925
52910 N
52-790 (Il
7 527795
52-790
N
Q
Z
228 N
304j
395
4l2 N
488
503 to
137
In 52-927
522010 (l
292213
502
52-BION
N
52-860
W
21839
52
227
NW
D305
320 N
p 3
)9wQ
411 N
4
52-865
136
1
z
I5
226
306
319
397
Io
O
490
501
52-875Nr
52855
2 -880 Nn
52-885
-8N
5-885
52-880
25
0•
398
409
52-91
491
W 52-905
-
Q
500 OD
135
0N
216
52-900
52-90
52-90
Z
224
52-920
308
D` 52-925
m
i
m
a
408
52-930
492
52-935
499
52-952
a, 134
a: 52-920
217
0)
P
a
317
52-920 �
399
0)52-925
1
Q
' e 133 W
a
'0
(i
.0
a
�
0
o 2l8
223 n
52-940 ..
o 309
-. 52-945
316 n
52-940 -
o 400
- 52-945
407 n
o 493
.. 52-945
m
132 r
a:
219
52-965
222 D
^ 310
315 W
^ 401
406
';2
^ 494
499 ^
52-970
•-
52-950 -.
-. 52-965
52-960
.-. 52-975
Fi
52-960 .-.
16 15 14
N
`0
13
1 12
221
N 311
314
N 402
405
52-970
497 N
• ... _) P�nni PI
mIN
n�m
52-980-.
.. 52-975
52-970 .-.
...
52-980-.
O
-I' I
O85 �D ID 116
52-370 52-391
52-390 n 52-385
�. -+
r 52-365
1 1
1. )0
0
^�
1 L
523 N
52-300
r
^
'D
^
D
^
57-4
`
089
117
a
158
192
249
283
m
340
374
N
933
468
N
522
52-320 1 I-
p,
52-390
n
52-405
0,
52-404 'D
1`
m
52-410 '
52-401
P
52-410 I,
093
52-320N Q)
118
IN
52-392N
193
152-425
248
52-430
284
111 52-435
375
OD
432
1^
521
52-430m
a69
082
Oi O152-39395
119
156
194
247
502-439
285
52-447
339
52-420 Z
376
8' 52-417
431
52-444 °
470
--{
520
13•—
U527350
13,
0
I-
52360
120
l55
5-42
5
338
5-440
5-441
IN
13' 23
0
471
2-445
519
52-49
42
�081 ,
0802
l54
196
In
2496
2q
287
38
429
-502-500
a7227
2-4517
SIB121
8•1),I.P.-92
-
8'D.I.P.-92
(17951) 12'1).i.P.-92 (17952)V
(17952) 121D.I.P.-92
<1350012' A.C.
6'D.1.P.-92 1 1179511
CALLE ^
(17951) 6•D.I.P.-92 (17952)
" ENSENADA
^
6'D.I.P.-92
H 17952)
^
079
122
n
153 N
-. 197
_
2qq N
-+ 288
—
m
336N
379
—
m
928 N^
lu
5 7
-3
4 2 ��
18
1
%
-_i
13-16
52-51➢1
SITE 1
77 <D
n
^
078
123
152
l98'0
243
289
335
380
0
427
474
516-
52 480 -
^ 52-515
52-520 N
52-495
n
52-510 N
,-, 52-485
�
N
,,, 52-525
m
n
N
^ 52-525
^
'
077
'124
I I
13
0
52-490...
N
151
199
242
290
334
381
426
475
515
—
I
52-540 N
(U 52-555
N
N
Ijl
N 52-543
N
N 52-545
10
t-
076 O,f)
.-
4
0.
s
150
N
200
52-575
---
241
52•570 Ill
291
Ih 5,,-575
333
382
f4
-
-
425
�.52 -.5::0.=_
-.
1��--- •.
1
514
- m
_
'
52-525
.0
149
201
240
292
332
383
424
477
P
513
CO
v
52-590
2-
5595
52-608
52-595
52-608
`1
52-600
`r
—
'
5 074
5�7-545
0
N
N
512 W)
a
423 IA
478
331 0)
3B4
239 W
293
l48 CO
202
'72-
2i�
- 5 -
s2=61s
P
*
s2-605
m
52-620 ^
52-625
kiz-
'
52-565
:9
Q
147
N
203
.D
m
?'
238
294
10
a
�0
330
n
385
d
�D
422
52-640
479
'0
I
N
2-620 ..
52-625
a
511
072
m
146
52-630 -
204
52-635
ti
a
237
295
329
386
n 52-645
421
480
ci
52-674
n
52-585
7
0
205
a.-V.
236
_[Nv9
CO 296
3281•
�38'f
9145
481
5CD
552-640
2-8
2�(Gn
52-645
52-675
N
zc �
•
t3•Jv^I
52--1l1-44ag43
206
0i52 -675
N
235
297
m52-695
2—Q
5
m
482
52 -693680
m0"
.0
m^�
aN<1
234
0
?p
4207 03
52-70552-7o52-695
550l0
0,g2-715
SKI
20
33
299
3
52-725
484
52 -717
50988
2-74
13'
---I
13•
-13'
—+
13'
CALLE
^
m
NOGALES
`D
209
d
232 )p
0
325 ,D
416 iD
485.
507
41
77` 255 IU
^ 52-755
IU
^'
S2-72720 N
-" 773 4125
52-7 a0 N
^ 52-745
Q;
Ia0
N
210
N 52-765
231 N
522 N
301
N
n1-
N
324
52-732 N
392
N 52-765
ONi
415 N
52-760 N
N
N
`�
506
52-760 N
s
139
211
In 52-77-775
230
N
302
323 0
52-770 N
393
M 52-901
414 v
N
486
M 52-775
505
52-770 M
N
52-770
52-772
138
212
W -
229 M
303
Q
9
322 M
394
413 f9
487
504
7
52-78007
V 52-811
52-780 N
52-825
52-810 N
52-990 N
52-795
52-790
A
N
213
Q
228 N
304
Z
j
321 N
395
4l2 N
488
503 N
137
In 52-827
52-810 N
in
Q
N
In
52-820 IU
In
502
52-810(V
N
Qp
52-86010
10 214
52-839
227
N
305
320 N
)0 396
_
411 -•
N
4
52-86-865
136
z
W
52_8751
N
r 522 1 555
226
52-880 O
04
306
N 522-885
319
52-880 N
397
P'
i
Q
410
N
490
52-885
501 r
52-880
135 0
216
N
225
307
W
318
398
409
491
52-905.
a0
500 ODco
52-900 N
52-900 ^
52-900 -•OJ
52-910 ^
_
Z
o,
a
134
52-920 P
217
01
m
u
224
52-920
308
52-925
Q•
0:
317
52-920 ID
399
0i 52-925
d
408
52-930
492
52935
j
Q
499
52-952 Oi
'
e
_ 133 0)
0 218
a
223 n
52-94-90 -•
0 309
^ 52-945
d
�o
316 r
52-94-90 ......
0 400
52-945
ci
407 t`
0 493
..52-94-945
m
0
.
132 r
219
ti 52-965
222
^ 310
315
^ 401
52-965
406
52-960
^ 494
0:
498
52-960 ^.
52-970 ^
52-950 ^
^
..
-. 52-975
ci
16
IS
14
13
12
221 ,
52-980 .-•
N 311
-. 52-975
314 In
52-970 .•.
N 402
405
52970 ..
N
'D
497 N
52-960 ^
...
.I
SIN
PI
mIN
,Im
• City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4208 .
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track-laying"construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS:.No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he. must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) � No work shall be done under this permit until all utilities are clear of, the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ( ** N/A'* ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A** ) aggregate sub -base course having an
"R" value of not less than (** N/A ") and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch ('/") to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ("" N/A "*) feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 %") of A.C. paving on (** N/A "") of class ("" N/A'* )
aggregate base.
® 119 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
Citv of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position.as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
❑ R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or.
replaced by an'approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or -equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using -vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) lifts where trenches'are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less. than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the -City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 3 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed') aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair.
❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
❑ R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, -shall be removed and disposed of so that no debris remains in view of the highway. The
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
PERMIT NO.4208.
CVWD/1" Service Line/52-688 Avenida Alvarado
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work sliall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
CVWD; hereinafter referred to as "Permittee",. shall be responsible for providing continuous dust and
erosion control.
Streets shall be kept clean. They shall be completely cleaned at the'end of each working day and more
frequently, if required:
Pursuant to Section 6.08.050 of the La.Quinta Municipal Code (Ordinance 18 § 1; 1982), throughout the
work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods: .
F
October .1 st to April 30: Monday -Friday. 7:00 a.m..to 5:30 p.m.. '
" Saturday - 8:00 a.m. to 5:00 p.m.
May 1st to September 30:.: Monday -Friday . 6:00 a.m. to T0,Q p.m. r
Saturday 8:00,a.m. to 5:00 p.m.
Work shall be. prohibited on legal holidays and Sundays. ,
Note: Construction work (including setting up traffic control devices) is not permitted on.any Arterial
street (ie any 4 lane street) before 8:00 a.m.
5. ' Work within 500 feet of a signalized intersection -shall be performed between the hours of 9.a.m. - 3
p.m. Traffic control shall be set up after 9 a'.m. and removed before 3 p.m., The Permittee shall contact:
the Riverside Country Traffic Signal Maintenance'Department at (909) 275-6894 if signal operation at
the intersection is to be altered in any way:
6. Pursuant to. Section 14.16.110 of the La Quinta. Municipal Code (Ordinance 10 § 1.(part), .1982),
Permittee shall assume responsibility for,repair of any pavement damage to any public or private street
and for any damage to other City streets or. facilities as a result of work performed under this permit.
7. Pursuant'to Section 14.16:250 of the.La Quinta Municipal Code (Ordinance 10, § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual),'., A traffic control
plan shall be prepared in'accordance with the WATCH Manual and submitted to the City for
review. and approval one (1) week,prior to.starting any construction: It shall be the Permittee's
responsibility to appropriately.detour and barricade all construction -sites. .
Special Conditions Page I of 4
PERMIT NO.4208
CVWD/1" Service Line/52-688 Avenida Alvarado
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street
closures shall not be -permitted. A minimum of two (2) travel lanes of paved surface shall. be
maintained at all times.
8. . Prior to excavating, if required; the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits,. and storm drain facilities.
9. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be
performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the
City of La Quinta.
10. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance .10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition
of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein; is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles:
C. , The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths. at approximate three-foot vertical intervals - as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for.the remainder of.the project.
Special Conditions Page 2 of 4
PERMIT NO.4208
CVWD/F Service Line/52-688 Avenida Alvarado
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length
of trench.
L F. The depth of the randomly selected- compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
11. All excavations within City of La Quinta right -of --way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of the
City Engineer for -the protection of the public. Lengths of open trench shall not greatly exceed that
which can not be backfilled in, the same day. Excavated trenches shall not be allowed open overnight,
however, Permittee may leave a length of excavated trench, not:to, exceed twenty (20) feet in length,
open overnight at a poini'where construction will begin the next day, provided that this length of trench
is completely covered by steel plating.
12. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
13. Access and egress to all local properties shall be maintained at all times.
14. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean:
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses withthe City prior to installation.
Special Conditions Page 3 of 4
PERMIT NO.4208
CVWD/1" Service Line/52-688 Avenida Alvarado
C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium
asphalt concrete as the base course lift and a City approved''/z" max medium finish course lift for
capping. Asphalt'concrete,mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 .
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width -of the cold milling area shall be as follows:
• For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: three (3) feet outside, the sawcut removal
lines, orlo the lane line striping, whichever is greater. _ -
• For'transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low'in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Permittee, as,directed by and to the satisfaction of the City Engineer.
Affected traffic signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
15. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed
under this permit with an approved dust control treatment.. Soil stabilization shall be done immediately
after completing the operation.
16. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated certain city.streets as Truck Routes.'The weight limit for restricted streets. (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants
permission to'use the street to deliver street construction materials and/or equipment.
17. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
18. The permittee shall indemnify, hold harmless and assume the defense of the City from all
damages, delay costs, costs or expenses in law or equity that. may arise out of work under this
permit.
19. If it is the intent of the permittee to cut the pavement. and have it restored by a third party, the
f permittee shall postpone cutting the pavement until the intended third party has acquired a permit
from the City to perform the required restoration work..
Special Conditions Page 4 of 4