0255ti
NOTE --
With'proper validation
r
this•form constitutes an CITY OF ;LA QUINTA
encroachment permit
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
March 11 1987 Subdivision Improvement Permit — Class III
,
DATE: Minor Improvement Permit Class IV `
LOCATION OF CONSTRUCTION Madison Street - City Right—Of—Wn LV
(Street address or Description of Locationi
PURPOSE OF CONSTRUCTION Out Curb for drainage
.Stxucblre.
DESCRIPTION OF -CONSTRUCTION Drainage St=Ctlire
frau well site 6723
DIMENSION -OF INSTALLATION OR REMOVAL See attached
SIZE OF EXCAVATION, IF NEEDED
Sketch (attach construction plans if appropriate)
See Attached Plans..
The attached special and general
provisions are included and made
a.part of this agency pe mit.
Date
APPROXIMATE TIME WHEN WORK WILL BEGIN 3/20/87 USA '
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 4.000
(Including removal. of all obstruction, materials, and debris, backfillirig, com- '
paction and placing permanent resurfacing and/or replacing improvements) J
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.
Not 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�reessult of this work. (�
Signature of Applicant or Agent
Larbmark Land Cmipany P. 0. Box 1000. 564-3044
Name of Applicant (please print) Business Address Telephone No.
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 Ill
Public improvements: 3% of -estimated construction costs
Private improvements: 3% of estimated construction costs �j
Minor Improvement Permit — Class IV: See attached schedule .`�
Inspection Fee $ 19..00 PERMIT VALIDATION
Permit Fee 10.00 255
PERMIT NO.
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ 29.00
Receipt No.
Received by
Recorded by
Date
DATE APPROVED March 11,11" 1987
EXPIRATION DATEDepember 31, 1987
DATE IIS,S�UED Manch 11, 1587fA
4
Administrative Authority
TELEPHONE: (619) 564-2246
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A-2273
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A-1350
CLEANOUT HINGED COVER AND FRAME
Conforms to Los Angeles County Road Department
Parkway Culvert No. 1.
PLATE CLEAR OVERALL DEPTH APPROX.
NUMBER OPENING FLANGE SKIRT WEIGHT
A-2273 113/4x113/4 143/4X143/4 15/8 18
Flush Cast Link Hinges.
Heavy -Duty Culvert Frames with Sectional Covers
COVERS ARE MADE OF
HIGH TENSILE STRENGTH GRAY IRON
By Adding. Additional Covers, a Wide Variety of Lengths Can Be Obtained. Covers
are Regularly Furnished with Structural Steel Zee Bar Frame. Cast Iron Frames
Furnished on Specification.
PLATE
CLEAR
OVERALL
APPROX.
NUMBER
OPENING'
FRAME '
HEIGHT
WEIGHT
A88
C -BD
A-1350-2 'Two' Cover Section
21x28
33x59.' :
4 ;
970
A-13503:Three Cover Section
:4048
4669
4
1396
A-1350.4 .Four. Cover Section .
5648
6049'
4
'1822
For Each. Additional Cover Add 133"
426 .
A-1351-2 Two Cover., Section
2702
33x53
4
900
3.1351.3 Three Cover Section
4002
46x53
4
1294
A-1351.4 Four. Cover Section
5442
60x53
4
1688
For Each Additional Cover Add 13
394
A-1352.2 Two Cover Section
2706
3206
3
590
A-1352.3 Three Cover Section
4006
45x46
3
859
A-1352-4 Four Cover Section
5436
59x46
3
1128
For Each Additional Cover Add 13%"
269
A-1353.2 Two Cover Section
2700
32x40
3
480
A-1353.3 Three Cover Section
4000
45x40
3
696
A-1353.4 Four Cover Section
5430
59x40
3
912
For.Each Additional Cover Add 13%"
216
Covers are regularly furnished in Cast Iron. Cast Steel Covers furnished on speci-
fication. Furnished With Lift Holes. Covers Machined to Fit. Painted: Bituminous
Paint. ,
ALHAMBRA FOU .Nl D .1RY:.,.0 O.M P'A NN?-.:
RAIL REINFORCING FOR STREET CULVERTS
LOS ANGELES COUNTY ROAD DEPARTMENT
'7
NOTE I
M1
I-2 PAVEMENT MINIMUM
A
RAIL L
A
NOTE 2NOTE 3
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7q�'T.FRP?'" .-
7-
$
RAIL 'SPACING
TYPICAL -SECTION OF SINGLE,.BOX,
RAIL WEIGHT D S 30 LB: S LB. 40 L6.15 LB. 50 LB. 55 I.B. 60 LB. LENGTH
30LB./YD. 3'/e"' 2'6" 71/0! -:834'w' '10", 1011 10,,
10,1 '.10"- 31211
'6
IfPAVE MENT.MINIMUM
15LB./YD. 3 .3,0,, 7 1/2,, 81/2,, 9'/4 10,, 10" 10" .318"
;,.40L6./YD.. 31/2" 51/2�!-61/2". 71/2". 8%" 9" 100, 1011 4'2".
t-32 rA -if-C
4
.3'6"
45LB.-/YD. 3%6" 0" 5'1-':`6'1 7" 73/4" 81/2" 91/4" 10" 4'81'
.
. . . . .
50LB./YD.' 3%,,4,6„ 41/2,, 5,/2,1 61/ 71/
2 4" 81' 83/411 91/2" 5'2"
LA
55LB./YD. 4 K6" 510" 411- '511 6" 63/41' 71/2 81/4" 9" 518"
RAIL2,
60LB./YD. 41/4" '5'6" 3 -,4,, 41/2- 51/21161/4" 7" 73/4 8 1/2" 611
>
• 80L6./YD.. 5" 6'0" 3,h" 41/411 5" '53/4" 61/2" 71/41' 8" 6'8"
L
NOTE 2- NOTE
NOTE 2
NOTE 3
Los Angeles County Road Department 'Rail Top Box Culvert No. 13. Standard Plan
405.13. See Plate A -1365, Page C-11 for Manhole Cover and Frame.
Typj `'SECTION -:OF DOUBLE -BOX
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N-22 GA.3NEET METAL.
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�FLOS-I"ANGELt 'TANbAkD'::
CITY
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;OF V` CUL
STE IEL", RAI L `-SPACING?�
N Y
All!.;soadng, imension s centit to'. Ein
WEIGHT WIDTH CULVERT SPANS
enf ,illi?,,.
-PER OF
.YARD BASE 2' 41 5, 61
3
20# -2-Ull 4%11 3$'
�.l def bars- aw,
If
25#' 2 w, 51/21, 33A11 31,
:iIpice �0
30# 3/a" 73A11 5Y211 4,/4,, 3Y211
35#8%1,
3X611 6%11 5" 4,/4" 31/2
40#"- 11
t
6 bars spaced tia o 24 E M' C'JIL —
911
3Y211 8 .6%11 51, 41/41,
91/4 #1
45#' 31X611 9%00 71AII 61, 51'
S
50# 3%11 934,1 93/411 71, 60,
55# 4)(61, low, low, 9,/4„ 81,
634"
60# 41/41, 10%11 10% 101/2" 9,/4" 73/4
65# 4;(611 10T's" 1078" 107,3" 10'14 " 83A11
70# 43t;11 11,14" 11%11 11,14" 1P/4" 93/4"
SECTION OF SINGLE. CULVERT
Conforms to City of Los Angeles Standard Plan DL -2327.
WITH RAIL TOP
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7q�'T.FRP?'" .-
7-
i NORMAL CURB LINE
NOTE CHFCKERED PLATE SHALL BE ROLE
FASTENED TO FRAME WITH
AN INTERMITTENT WELD. C Mtw Of Riwld
n �
FLAT OUTLET
EDRAINAGE STRUCTURE
ro,r�-el
2-82 STANDARD -N0. 303
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/ .-.11.
i NORMAL CURB LINE
NOTE CHFCKERED PLATE SHALL BE ROLE
FASTENED TO FRAME WITH
AN INTERMITTENT WELD. C Mtw Of Riwld
n �
FLAT OUTLET
EDRAINAGE STRUCTURE
ro,r�-el
2-82 STANDARD -N0. 303
I"
X 1/4" Bar
.49
Ir
i (+�..i r•\ _ ids Rail
L.1 3/4'XI 1/4X3116
R �tP.
'•,� L 21dX2"X 1/4
. DETA 11 ' 8 \ - �. ' Face Angle
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13/4 X1V4.X3/16.4L
2.1/2"xi"x1/4 L DET 5
I/2 'Stttl .; AncAor 'Not . SAorn
. - COUNT.:Y:":OF " .RIVERSIDE
FLAT' OUTLET DRAINAGE
STRUCTURE DETAILS
STANDARD N0. 303 .A
. . . . . . . . . . . . . . . . . . ..........
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ADDITIONAL CONDITIONS
PERMIT NO.- 255
R33 A traffic control plan shall be submitted for review and .approval for work on
Madison Street. Detour standards shall be as
adjustments in detouring shall be accomplished as directed ed in order to Manual.
actual field conditions. It shall be.the permit tee's res
barricade and detour this site. A ponsibility to adequately
minimum of -two (2) travel lanes shall remajn
open at all times on,Madiscn Street.
R34 Replacement Paving shall be existing asphalt thickness
Tess than three inches of AC pavement. Replacement rock h
base shalus one l bt esame
thickness as existing, but not less than four inches of. Class 2 base.
R35 All excavations at or near the travelway shall be backfilled,at the'end of .the e
work.day for the protection of the traveling public. Temporary AC shall be placed
Per Special Provision R25 and as. directed by the City Engineer or�designee.
.R36 All damaged or obliterated.striping shall be repainted.
R37 Ingress and egress for local properties shall be provided'at all times.
R38 This permit is not valid unless the USA In
(1-800-422-4133) rY No. is noted
.on the permit.
PE IVE® AMP 9 1987
NOTE: W.0-# 543-61140-I
With properi tion
this form constitutes an CITY OF. LA QUINTA
encroachment permit �
APPLICATION FOR PERMIT Et
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
OF
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 II I
DATE: April 10, 1987 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Ave 50 W/O Jefferson St
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION _6fX4'X41 pit
DIME NF INST.',LLATION OR REMOVAL
D'z tel cab]e SEE ATTACHED DRAWING
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN.
APPROXIMATE TIME OF COMPLETION — —
ESTIMATED CONSTRUCTION COST $
(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'tFiis permit, the applicant hereby agrees to:
Indemnify; defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any arid 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 124) 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 astl�e� uIt of this o k. -
It
Signature o Applicant Agent r
GENERAL TELEPHONE CO.- OF CA. 83-793 Dr Carr' eon B d. Indio, CA. 92201
Name of Applicant (please print) Business Address Telephone No.
619/342-0535
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 Impt6vement Permit - Class III
Public improvcmenls: 3% of estimated construction costs
Private improvcurenis: 3% of estimated construction costs
' Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee S PERMIT VALIDATION
Permit Fee PERMIT NO.
Penalty
Cash Deposit -Surety Bond DATE APPROVED
if required EXPIRATION DATE
TOTAL: $ DATE ISSUED
Receipt No.
By
Received by Date Administrative Authori
Recorded by TELEPHONE: (619) 564-2246 - '
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GEnERAL ivLL;,-;AonE. OF cAumRmA
LOCATION
EXCHANGE C. 0.,
ISSUE DATE APPROVALS •,, 3-31-87
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FORM 608540
DWG SIZE
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AF3EA GENERAL MANAGERr
DWG. NO..
RELATED �TGS.,
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I WORK ORDE8.
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FORM 608540
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GEIIERAL TELEP"onE i'L 'izd AI.IFORnIR
LOCATION —
EXCHANGE C.O.,
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ISSUE DATE APPROVALS'J 3-31_87
DWG SIZE l
A AFJEA GENERAL^MANAGE'R ;
DWG. NO: RELATED DWG.r WORK ORDE
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. FORM 909540 -
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FORM 609540
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GENERAL TELEPHonE OF CALIFOi:: 1
LOCATION
EXCHANGE
C.O. '
ISSUE DATE
APPROVALS
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3-31-81
DWG SIZE
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AREA GENERAL MANAGER! -
DWG. NO.
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RELATED DWGS.
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WORK ORDE� -I.
543-1�.C1_4
FORM 609540
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GEnERAL TELEPHOIIE OF CAuFORnm
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EXCHANGE C. 0.
ISSUE DATE APPROVALS , F 3-31_87
DWG SIZE 1
A. AREA GENERAL MANAGE'Rr:--
DWG. NO.. RELATED DWGS.:j WORK ORDSS I
FORM 609540