4322 (2)09/13/2005 17:57 9099460924
NOTE:
Wth proper val.dat.ort
this form constdutes 31:
' encroachment pant,;
VCI-AERIAL
1 "
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT] .
For the construction. of PublicA or private curbs, driveways, pavements, sidewalks,
' parking lots. sewer
and other like public works improvements in connection tvith MINOR IAIPROVEfv1ENTS and APPROVED SUBDIVISmains
IONS
ONS
r
DATE: 01-17-05 Subdivision Improvement Permit — Class III '
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION WIS10 JEFFERSON ST. FRO;: HWY ! ! ! TO WESTWARD NO DP„
(Street address or Description of Location) CIP 2000-19
PURPOSE OF CONSTRUCTION - RELOCATION FOR ROAD WIDENING
Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION _ Pt.erF xemm�r Fc e m r IIIT
DIMENSION OF INSTALLATION OR REMOVAL
PAGE 02.
-------------
SIZE OF EXCAVATION, IF NEEDED 7tx15ex9'
APPROXIMATE TIME WHEN WORK WILL BEGIN 02-01—O5
APPROXIMATE TIME OF COMPLETION�05
ESTIMATED CONSTRUCTION COSTS
(Including removal of all obstruction, materials, and debris, backfilling, com• I •
paction and placing permanent resurfacing andfor replacing improvements)
In consideration. of the granting of this permit, the applicant hereby agrees to:
f
Indemnifv, defend and save the City, its authorized
penalties, L'abil;ties or loss resulting from claims Or court actiofficers, representatives
is a tati eland employees, p dynes, harmless from and against any and all
happening or occurring as a proximate result of any work undertaken under 'The permit granted
y accident, loss or damage to -persons or property
Notify the Administrative Authoriry at least twenty-four 1241 hours in advance of the time when workrwill be'sta application.
i ation-
ComplyLa Qui with all applicable City Ordinances, the terms and conditions of the permit and all
La Duinta and to pay far any additional replacement necessary as the result of this work,. � _
applicable rules and regulations of the City 0
6
• � .n IlO�Jt� a—t:
5
VERIZON
' Signa re of Applicant or Agent �
Name of'Applicant (please print). 295, P: SOdRISE WAY, PALl4 SPRINGS
CA 92262 760-327-8648
ARIZONA PIPELINE RICK Business Address'
GSEY 65105 DILLON RD. � Telephone No.
Name of Contractor and Job Foremaann 'PALM SPRINGS, CA 92258
Business Address 760-251-7959
Telephone No.
Contractor's License No.
City Business License No.
Applicant's Insurance Cornpany
Policy Number
FEES: Subdivision Improvement Permit —Class 111
Public improvements: 3 a of estimated construction costs
Private improvements: 3% of-est. mated construction costs
Minor Improvement Permit — Class IV:.Seeattached schedule .
Inspection Fee $ I�� = A322.
p
Permit Fee i! PERMIT VALIDATION-
Penalty PERMIT NO, 4322
Cash Deposit -Surety Bond
s if required ti DATE APPROVED 1-75—(1S
EXPIRATION DATE
TOTAL: S
Receipt No. DA V ED — Z$ 0S
t By
i
S
�M0F9� MEMORANDUM . ND UM
To: Timothy R. Jonasson, .P.E.:, Public Works Director / City`Engineer. .
From:. Harvey Detwiler; Public Works Inspector
Re: Proposed -Early, Morning Construction
Date: September 16, 2005
Tim,
Jesse Mendoza, the Principal Construction "Inspector for the County of Riverside
informed me at 1:50 PM today that he intends to project and conduct a column 'concrete'
pour on Jefferson Street at the new bridge construction site. This construction is
proposed to take place on Tuesday, September 20, 2005 with a starttime of 4:00 AM
unless.you'state otherwise:
If the proposed start date or time is not acceptable, please contact the Department
Manager at CalTrans, Hugh.Smith; at.(951) 955-4975 and cc: me on your decision.
Thank,you for your attention to this. matter,
Hary v 6—�
i
JUL.706-2005 WED 11:18 AM YEAGER/SKANSKA FAX NO, 760 342 8023 = P. 03
07,"01/2005 12:46 9099894287 RMA GROUP PAGE 02
i
10851 EDISON CT, RANCHO CUCAMONGA, CA 91730 : 909-989-1751 : FAX 909.9894287
16
July 1, 2005
Yeager Skanska, Inc
PO Box 87 t
Riverside CA 92502
Attention: Jim Coury -.
Subj ad: Asphalt Concrete
,Type A, %" Max. Medium Mix Design
W Materials Testing Open File 2003
Gentlemen: 1
In accordance with your request we have performed a series of aggregate. quality tests and, Hveem
Method mix design tests on asphaltic concrete mixes to prepare a Job Mix Formula for a Caltrans,
Type A, -1/ Max Medium mix to be used'at the Yeager Skanska Coachella plant The'design
procedure utilized is based on'the Hvicem Method of Mix'Design and California Department of
Transportation test methods. The Hveena Method of Mix Desip is outlined in Chapter 6 of the
.Asphalt Institute Manual Series No. 2 (MS-2). ;
The proposed mix design is based on laboratory tests performed on samples of crushed rock and
sand sampled by your representative from the Coachella batch plant and delivered to our laboratory on May 20, 2005. The source of the aggregates was Coachella Valley Aggregates. The batched
samples of aggmptc used in our tests were graded to a specific gradation, represented . by our
proposed target values, which was not necessarily .the same as the gradation produced during the
plant run .on that date. All verification tests should be performed on similarly batched samples,
which match the target gradation.
Ile oil utilized was. designated astAR-4000 supplied by Paramount Refining Company.
Laboratory tests were performed on aggregates and combinations of asphalt cement and aggregates
in accordance with Cal Trans test methods as follows:
Job No 03-012-66
r
JUL-06-2005 WED 11:18 AM YEAGER/SKANSKA FAX NO,' 760 342 8023 .r P. 04
07/01/2065 12:46 9099894287 RMA GROUP. PAGE .03
��rw rr�owp RIA"U§TDiGLAAP&a0RY _
Yeager Skanska
Caltrans Type A
{ uv Max Medium Mix
July 1, 2005
}AGGREGATES: t
• CTM 202 - Method of Tests for Sieve Analysis of Fine and Coarse Aggregate
• CTM 206 - Method of Test for Specific Gravity and Absorption of Coarse Aggregate
•' CTM 208 - Method of Test for Apparent Specific Gravity of Fine Aggregate
CTM 217 - Metliod of Test for Sand Equivalent
• CTM 303 -• Method of Test for Centrifage Kerosene, Equivalent and Approximate
Bitumen Ratio ; Y
ASPHALTIC CONCRETE--
CTM 304 - Prepaiation of Bituminous Mixtures for Testing '
• CTM 366 - Method of Test for Stabilometer Value ,
• CTM 367 - Percent Air Voids in Compacted Dense Bituminous Mixtures
Based on the results of our tests, and consistently with CIM 367, the Optimuin Bitumen Content is
5.3 % and the recom�rnended bitumen range is 5.3 to 5.0%. Therefoie, we propose the use of. 5.1 %
asphalt cement by dry weight' of the combined 1. aggregates. The target values for the proposed '
aggregate grading are as follows:
i
Sieve size (nun),
Percent Passing
100.01
99.0,
/2,f
88.0
/8»
71.0
#4
50.0
#8
40.0
#16
28.0
#30
19.0,
#50,
12.0
' . #100
7:0
#200 -
4.0
JUL-06-2005 WED 11:19 AM YEAGER/SKANSKA FAX NO, 760 342 8023 P, 07
•07/01/2905 12:46 9099894287 RMA GROLJP PAGE 06
o r 1
Callftnia Test 367 I
AIR VOIDS DETERMINATION
(CALCULATION SHEET)
BRIQUTTE 1.
STEP A: .100% + % ASPHALT IN BRIQ,(4.8) =
X(104.8 = MD 2.48
Y. FINES (50) % COARSE (50) % ASPHALT(4. 8)
* Y(42.30) ®"
FINE SP.GR.(2.6 7) + COARSE SP,GR (2,65} +ASPHALT SP,GR. (1.02)
SP. GR. BRIQ. NO. 1(2.36)
STEP Bc � 95.2%
MD (2.48)
—�
VOIDS
STEP C: V = 100 - RD (951) —.
4.8
BRIQUETTE 2.
STEP A: 100+%ASPHALT(5.3)= 2.46 �,
M
Y+0.49(42.79)
' STEP B: SP.OR, BRIQ,NO, 3 (2,36) _ 95 9°� .
' MI) (2.46)
%
STEP C: '.. V 100 — RD (95.9)
- OlAS
BRIQUETTE 3.
STEP A:a 100+%ASPHAL'I(S.8)
m 2.44
Y + 0.98(43.28) .
STEP B: SP. GR. BRIQ. NO.4 (2.38) = 97.5
MD (2.44) "} ""
%'
STEP C: V =100— RD (97.5)
VOIDS
Job No 03-012-66
Page Al
1
.�
m
.
.
TESTING LABORATORY
ti
o
MA
c5
C
m
(n
N
-O
cn
Cheat YeW Skaasl<a lob No.:
m
pro y�ciaas a Mix No-
jwtm
0301266
" Aggregate Soon C=*dlaVallcy Aetna Type of Mix:
t Type A Mau. Med.
_
dnt Plate Yeager Skansha = Caacholla Plaot Type of Asphalt
AR4000
in
co .
MIX DESIGN VE ANALYSIS
m
m
�
dSSI
DATE:
12005
la
_. Combiaad
Aggrpte .
Piing
Targd
y
Ague
4„
lrJ.
3/g"
Fines . _
% of
17%
17'/0
48%
Sieve size-
.. •
PassingT
, .
Used
o
Pass'
o"
used,
•
Passing
•
Used
a
Passing
o
Used
1.5'
100
17.0
100
17.0
koo
18.0
-100
- 48.0 ,
100.0
100.0
95
' 16.2
100
17.0
: 100
18.0
100
48.0
99.
99.0 .
34" w
34
5.8
93
15.8
100
19.0
100
49-0 ,
88
. 88.0
318" -
4
0.7
26.
4.4
97
17.5.
100 -
48.0
71 ` ~
71.0
#4
1
0.2
2_
03 -
4
0.7
99
47.5
49
50.0 .
#8
1
02 ,
1
0.2
1
0.2
85
40.8
41
- 40.0 .
' #16
1
o.2
1
0.2
0
0,0
58
27.8
28
28.0
#30
1
02
1.
02
0
0.0
38
18.2
19
19.0
#50.
0
0.0
0
40
0
0.0
24
11S
12
12.0
#100
0
0.0
0
0.0
0
0.0
15.
7.2
7
- 7.0
#200
ol
0.0
0
0.0
0
0.0
8 '
3.8
3.8
4,0
9
zn
_
9
9
D'
o
o
0
N,
x JUL-0672005 WED 11:19 AM.YEAGER/SKANSKA' FAX N0, 760 342 8023 P,- 12
07/01/2005 12:46 9099894287 RMA GROUP - PAGE, 11
VRFMA. EMUS TESTING
Y .
yeiger Skanska
Caltrans Type A.
'/." Max Medium Mix
. i • July 1, 2005