3423NOTE:
With proper validation
this form constitutes an
encroachment permit
i 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:4/19/2001 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION S/W CORNER OF CALLE MADRID AND AVENIDA VELASCO
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION TO PROVIDE ADDITIONAL Sketch (attach construction plans if appropriate)
FACILITIES TO AVENIDA VELASCO
DESCRIPTION OF CONSTRUCTION PLACE 100 ' OF BURIED
AND 200' OF AERIAL FACILITIES IN REAR PVF
SEE DRAWING
i r DIMENSION OF INSTALLATION OR REMOVAL SEE ATTACHED SPECIAL CONBTTGUS
SIZE OF EXCAVATION, IF NEEDED
"APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION 3 DAYS FROM START
ESTIMATED CONSTRUCTION COST $ 1500.00
(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:
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 th/work. t
Signature of Applicant or Agent
HCI.11201 HARREL STREET MIRA LOMA CA 91752 909 360 7000
Name of Applicant (please print) Business Address Telephone No.
LARRY WILSON 760 343 3334
Name of Contractor and Job Foreman Business Address Telephone No.
3785878
Contractor's License No.
City Business License No.
Applicant's Insurance Company I I N.
FEES: Subdivision Improvement Permit —Class III LMAY- 7 2001
Public improvements: 3% of estimated constructio ost
Private improvements: 3% of estimated const,ructi n cost
Minor_ Improvement Permit — Class IV: See attached hedule CITY OF LA QUINTA
FINANCE DEPT
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
$ 4.5.00
100.00
0
0
$ 145.00
Received by Date
Recorded by
tuber
- 3423
PERMIT VALIDATION
PERMIT NO. 3423
4/19/2001
DATE APPROVED
EXPIRATION DATE
5/30/2001
DATOSSUED
C/ Administrative,Authority
Telephone: (760) 777-7075 U
SPECIAL CONDITIONS --PERMIT NO.3423
--- HCI, Inc. ---
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 shall 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.
2. HCI, Inc., 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.
4. 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:
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 1 st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m.
Saturday 8:00 a.m: to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
5. Work performed within 500 feet of a signalized intersection is restricted 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) 955-6894 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, if required, 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.
8. 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 one travel lane of paved surface shall be
maintained with flagmen at all times.
Special Conditions - Permit No. 3423 Page I of 4
v
SPECIAL CONDITIONS --PERMIT NO. 3423
. --- HCI, Inc. ---
9. 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.
10. 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.
11. Installation of service lines, conduits or sleeves maybe by the "Trenching Method".
12. 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 an 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 - Permit No. 3423
Page 2 of 4
SPECIAL CONDITIONS --PERMIT NO. 3423
--- HCI, Inc. ---
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.
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.
13. 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 point where construction will begin the next day, provided that this
length of trench is completely covered by steel plating.
14. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to
its original condition.
15. Access and egress to all local properties shall be maintained at all times.
16. 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 with the City
prior to installation.
Special Conditions - Permit No. 3423
Page 3 of 4
SPECIAL CONDITIONS --PERMIT NO. 3423
--- HCI, Inc. ---
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, or to 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 affected by this resurfacing shall be replaced in kind by the
Pennittee, 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.
17. 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.
18. 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.
19. This permit allows for the excavation of a splice pit, installation of 100 LF of buried cable and 200
LF of aerial facilities in the rear P U E. See Verizon WO # 0543-9P000DR, dated 4/01
20. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special Conditions - Permit No. 3423 Page 4 of 4
NOTE:
With proper validation
this form constitutes an
A
ncroachment permit
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
F.h the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connectlonwith MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Li / 9/D I Subdivision Improvement Permit — Class III
DATE: Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION 5/ W CAD CALL--- fVl PtDU D A N Q AU L N) D h V ELRVL
IStreet address or Oeaeraption of Location)
PURPOSE OF CONSTRUCTION TD PIZ6V)DLA0DMbN1iL_
DESCRIPTION OF CONSTRUCTION " 1- Iv I UnL_r- I Uu car 01
mk itirl r7 /Vl a r'd- n r_n i"i =IX/ a a IT a3F i i i 7na--nu —.-* a i , r-
SSE DI�AWIN/�
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 'A .S BE w .
APPROXIMATE TIME OF COMPLETION L QRVS F(Lpm STIML
ESTIMATED CONSTRUCTION COST $ 'Soo• e D
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
� a
Sketch (attach constructio pl/1 ap�plp�zie:1_
R 1 2001
� _ WORKS
DS 1� q PD�F S
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save the City, its authorized agents, officers, rnpresentaiives 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 (241 hours an 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 Quanta and to pay for any additkwal repleoament necessary as the result of this work.
Signature of Applicant or Agent
/Ut ' N Rl WL ST. NV tP)Wh . CA . 9175Z_ 1707- 36 D- 7000
Name of Applicant (please print) Business Address Telephone No.
CAM WIL AI 760 -3y3 -333y
Name of Contractor and Job Foreman Business Address Telephone No.
_�7S S7?
Contractor's License No. City Business License No.
Applicant's Insurance Company
FEES: Subdivision Improvement Permit —Class III
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:
$ / 45", 9 a
Receipt No.
Received by Date
Recorded by
Policy Number
PERMIT VALIDATION
PERMIT NO. 23
DATE APPROVED
EXPIRATION DATE -S 3o O
DATE ISSUED LS
TELEPHONE: (6191564.2246
Administrative Authority
CA•776-0013
VeriZOn C11 AREA
STATE: CA
DIVISION: INLAND VALLEYS
I EXCH.: IMDID
W.C.: 0By3
IWO NO.: 9 PQOQDR
TAX DST:
CONTROL NUMBER: C09
TITLE:
DATE: 04.0I
REV. DATE:
SCALE:
FILE:' DUVG A"
DRWNJ
dZf
ENG JAPRVD
Rf
PRINT
I OF.L
I cn-776-0013
VerizOn C11 AREA =
STATE: CA
DIVISION: INLAND VALLEYS
I EXCH.: IN DID
w.c.: 0543
IWO NO.: 9 POODDR
TAX DST:
CONTROL NUMBER: 009
TITLE:
DATE: 04.0)
REV. DATE:
I SCALE:
FILE" DWG q"
DRWN
ff
ENG
kf,
APRVD
PRINT
1 OF1
CABLE
REFERENCE
1 s . ) f 0309 B 42207 2423.10 (86)
2218 2423.10 (86) I 22it 2a23.f0 l66 1
t �2226 2423.10 t86) 1/T•1213 1/T•2921 i� L 21117 2423.10 (Sr.) 1/T 1265
/ • � 3l8 241L10 t89)
1 T q27 M1000001 %� ( ® ,sr 7-f
r^ •329 241L10 (89)
l/T»1396 M 000001P908930D 1 1/P94816D �H0 4234 292) � Z212 2423.1H 186>00 0 4311 (721M•265650 r.. ® M1221625 minr)N i ro
_ 250 2423.10 ® 1/T l284 - 4 to m m • a) 624 242Lt0 mvm N
a- •'mem ...mr1N'. AEF 50-26 l '• m ',q d AE 25.26 a•m'e. N m :.
® •4476 (82t m nN , I . r1� In , ti In,
r InNln ^ ID Om -- on
M 265650 mm. I1O ♦ w m 60,1051-1100 - Or)'.'% ►tilt Bo 1151-1175 • �N(gu :.�: O
20' 2423.t0 (gN<9LL • , ��N m ,pv h 9833 2423.10 1921 �• mwl
v" InW O S MNOLLI--It1N m : �J 'li ♦ _ •1• • Z..a m ryQ0 U) EFFECT
AEF 50 2G + YIo¢ m <J a• nw o ' • m ^m• �-• 4) 4J 6 04310 (74) -e - • m0 0
r Ym¢ m d? Nmu- ♦\ m 1
P I '- • ^ o. 0 .ti, ® Mr 16 ]/T 2956 n mm �179 (82)
B0,951 100H i r 1 •2423.10 (861 • N o • , 22 25 i ro mm M 231625
o I ' •2219 2423.10 (86S to 2213 322 i.. m tN O 605' 2421.10 80,1226 1250 M m /
�3i r/ ... 24l1.1 1 ■ , q• 209'zaz3.1H REVISED
��. 2227 2a23.10 t86) p, •� L y! 1 • , @ (g AE 25 26 g. m AE
313 r,. m pie ' 1/T•2088 0 • !g t/T /5100 li M 0� B3) 2196 2423.10 (86) 241p I @ 25 26
2411,10 ( (e VT•1631 _ i'w�' 96e66/9 !'90640@I I .o Al:l@ (83 B0.1176-1200 80,551 575
M)TN.R COMP. DATE
MW600885 r]I sC+£S� 69 9 ?i ®530 1/T•2098 1/p @0@@ 1
1/P9 00! 6 Sy4/
069 f �e Q e 0 8 k 94952 1 k D 13131 '89
0 '.0 s CALLE MADRIO e° @@, D 713101 89
0 0 @ 1336R '90
I
P0018S '94 Hsi
> 9P9
M1�rr,I1,. //��2pr2� 03GR 990469 LM
o. IIIL H -L31L��� ; _� 57 OHMS -
m
M-122 l89>-e •-122 (89)-0 •7601 (861-� •7598 1891.e •7597 (89)-0 - SR. -IC[' PIT REdO, 4s� p "7 94 9 -s
M•122484 M•122484 M•12 486 M»122486 -� M•122486 Zy 3.{iZ M•1 4(8 )
2
260 2423.10 300 2423.10 r� 900' 2423.10 `D ,.. J22 86
300 2423.10 300 2423.10 to -' • ' • r 460 2423.10 (n •
UE F 400-24 UEF 400-24 UEF 600-24 --
_ _ �
80.1-350 i 80.1-400
_ , 80.1-450 � BO.I-500 N � B0,1-550 �F � . B0,1-600
40 14 PVC
X0,351 400 p 40 t 4 PVC 1 XD,451-600 ` � 40♦ I-4' PVC XD.501-600 � � 40 1-4'PVC X0.55t-600 � ee ;
m.' I ,�' B0.5Zb 550
o ^.N m • t'
m m . r 18958 t82) -+ �/(`� g8
_,IN '
, 2199 2423.10 t86t • m ..5 D ( m
aNm „ _ .. ... M 282650 , �v m /V.JiL(o 1� hm to.
mel NN cV to e'i •2220 2423.10 (86) ^ 1/T•2097 322 2423.10 iriry m + CO► 2A >> bGa.Q) g . m
m..,. LL o b• L ... UK 50 26 .Qm IO LAP $ 0 r
nr mw
r i m . L •373 2411.10 (88> • 01-550 INIn I y �� �135 I2nd11.1V1 t89) m r
��p1
Y m 1/T 2089-$MT a '101 2i�9 1. u1 1003 2411.IB (89) X 0. • X ...
. , / M ]18250 <9P4 242 .,DLL o - M•000001 M 000001 -
1001 241L10 (89)
1 •7599 2423 t0 (89) I/P4293 51-0 @8RC> �•1@ (PP) mw Col/P9050410
M 000081 X •g843 2423.10 <92> ... ._ O • M 25 1 - -^'� I 1/P913660D N
I/P9069G0D ... •346 2411.10 (81) I ' 25 0 (' 18958 -► 652$ 00 0 0
0 '-0 I t/ • I M-000001 X I/T•2096 1/Tr ...
0 T 28 32 23• ,
6S 1
3y91 4 222t 2423.10 (86) ' /P90 9 . B E 60. 5 00 1 8 520 1 47 - 2200 2423.10 t861 0,5 Rn GR0.7.0 OtN•iS 6) N
' ... 80. 6 500 � •.. 5/'S7g .. 1H tti,� r
l/T+4036 \ r \` 0330 2411.10 (89) 242\ q1
1/1 1389 JC '
0364 2411.10 (89) I P144 1 r2\92
M•118350 O 1 I /
t/P31853CWT 1 . �83
I 35'-0 I 4 10 (8G) •• ?
.:.15 2 23. 1 : li7i 421.!@
I � � l/T•1285 8 61
i
2225 2423.10 t861 • 9
... I 2�Zri,io mc�t 2.82425 21 4 2421.10 (86)
)/T•1630 4 m 1
.. .,o m 1li•1653 '
^mr'IN m I
�InN l a 1 AtC�25l24
maml.
.IlnNin m Ica • �` �•'� 7 ^.
Q 52 -
vN u r o oa 601 1L1 •7J0 •35124L1.10 (89)
v• �wlo 345 241IJ0 (89Y in r N� s
. Lna m M•000001 %� ml Nm� p�7 /� / , em s M 000001
1 • OIaNc, +M-20� t.A I/P905046D
1 0117492 1 1/P908933D 2216 2423.10 (861 mmNa^ •
2423.10 (00> wlNwta 2180 2421 00 0
54353 AVENIDA VALLEJO NT 1/T• 29 m + m+ .,� 10 (86)
I 1/T•4039 25 P o ( 18 m m 1/T• 4 mi
t647 N ^
00.401-425
<a m N e a
2228 2423.10 (86) mcn m NN (C-i m
® co IL.
ry
1/T•1599 I NloNln v o
v NmLL � . s..a x •2166 2a21.10 (86)
v• In l o ...
1/T•1612
348 241L10 (88)
I s •2170 2421.10 t86! X
1
M 000H01
• I/P94804D • 352 24t1.10 (83)
I 4 � `` • 4 42.10 (66) • 332 2411.L0 (89)
2223 2 23.10 (86) 220 2 3
� • •.. •343 24Ifd0 <831 ■ 00' 0 1/T 1646 -, x-"Q M•000001
316 2411.10 t891 + 2217 2423.10 (86) x •'• Iu �p r� at' M•000001
+ 1'-•-' i/T 1260 M•000001 „• 1!T•0 s'�`t� �dS" ItlS i 80.576-600 } 1/P]946050 1/P948060
O I t/P9 800D X �I 1/P94803D 1!i•l30> A 00'-0 00-0
i - I T 431 D S
I _ ti
�, I BD�5Zla t m m
•2229 2423.10 (86) � ♦ . ! • ..lo m
I • m ®M"231650 n lc'
i/T"l598 w �0 0 vNNN m
'D 1 m / •366 2411.10 t89t cc titi 38 50-260 In-- N io v
1 N• 1 - OC P AE 5H-26 mN. N n ..
- W �. M 1t8350 2 ,\ Inrom n
i 4, 80,501-550 ar vw 1/P31852CWT 02240 2423.10 t861 _
I •• 35 -0 I ... N 2�6 ■Sna
E ,
PRE -POSTED AUTH.
1/r t64@ c
q
NnM m I I _ m
Q W
N ^N � ■
mN I > _N O 4078 242L10 (86) 334 2411.10 (89)
m InNN SS
.. � 10 � /7 - Q ..NNN e1 U ..• /, M•H00H@t �
a N V W ^. Z '� In Nin ^ to /T•2742 1/P913614D a 0353 2411.10 (89)
.rr WIO W W O'N, N m Q ! M•00000I
p i _j I v• RIM o 80.576 600 w TWO,
N ca In 0342 2411.10 001 •2235 2423.10 (86) > 3
H eeel ... o
,,,NN , v a •2166 2a2tJ0 t86t
lovin ¢ i/P99630D T• 08 2
In nNN I/ t3 o Z ...
vNa LL `* I Z W 1/T 1651
wEn
.,
'8091 242 (90) s £� a m > W
3.lH
• 2239 2423.10 ('�1
a .
_ 1/1-1597
1/T 1639
N � 80,376 400
= 25.5 OHMS
a I ^
iu 1 1 •349 2411.10189) r
rn » 335 241L10 (89)
M 000001 X r
u •2236 2423.10 (86) - M 000001
t ... - llP988510 1/P98006D
a I 00'-0
•4
o !/T 1314 � 5@3 l82)
i
06 M 221650
143' 2423.10
•2231 2423.10 t861 RE 50-26
_I _ 34 41.10(9>
. , . ♦ BS.476 525 0 6� 5 2 1 M-000001
m q 9 m �
1/T f5 6 •
.D - 34a? 411.10 (89) m 6� _
S 92 , .2 �9 r9 m 0
d I 000001 X O 1 9240810
2234 2423.10 l86) � „,-„m 30 ,, 2^� _10
a 0 Nm 2 m 2I69 2421.10 (86) m
l/T 1638 A I m m 2 N
. g b 6 •2237 2423.10 <86) m6 1 m 0 �1 •, mm
B ! /j 9 .•• rim • ,• ^! m .• •0 r M. R
se cu �� / rm ® I/r lsse
r r e, CAt_LE TEME lt�° /T»2H9a m Q 1 • r
S-fie e �m
r m
• b • -e r 4507 (85)
6427 (82) 4490 t82) 4501 l82) -e
( )-o. 6 l r
4487 (82) ^p 4488 82 _ , r M 5686
r 26
M 265686 68 M 26568b
e
H 265 6
4 1
M M 0' 2 4 I 231684 280 2423.10
250 2423.10 240 242 .
270 2423.10
220 2423.t0 X 310 i
300 00-260 _ _ AEF ti00-26
AEF 600 26 AEF 600 26 J� AEF_600 26 - _ _ _ - - -
AE 40026 UEF 40026 --- -� ----- --- ------ ----'- ----- _. __---._--
BS.I.400 -,-. BS.t-400 BS,t-600 BS,1-600 _ - - - - - BSd-600 -
- � � 8S.1-600
v
.. I
a•
n PROPRIETARY INFORMATION
i TION ,
FOR USE BY AUTHORIZED
I GTE EMPLOYEES ONLY
I i '2238 2423.10 (86) •4500 f82> -•>
t r ••• ® M• 66 •4320 (83)-> "355 2411.10 t )
i2 4489 f82) -e m r q 265 6 11 a 88
.N m Iin � Mr 6 N : -� 1/T 20 5 42 2422.10 O M 265686 M•000001 %� . .-
m ^ m 265 50 ..
AEF 600-26 42' 2423.10 I/P92409D SCALE. I -50
. 'jN m 460 2423.1H f 4 .
WinNml' AEF 50-26 • - m In BS -600 I' AEF 600 26 00 0
- c, w p m 1 2233 2423.10 1867 1
^10N N BS,376-425 .•• �In„N N ^ ' v .m m SS.1-600 - •7344 (82) -o W TAX AREA RES. ZONE -
NN:-LL `"• /T»t 37 1 „Nary to nmN�a IN
In - ®M•265686 >
r r N m ,cv . ■ 75 2423.10
E ram 2232 2423.10 t86) r nN• N {p N n m 6425 (82) -> F- 33
359 2411.10 Y89) �/ I aN m N 2 AEF 600-26 m W
L ••• M•00000L X v• mw t mN. N O M 231650 M = U
• Zma m PICO rl 4 ' 4 $S 1-600 ^ m
t/i 1595 I I/P99682D to v• nlu m 2 2 23.10 a
N I •35 - 4 . ( » ZIna m AE 50-26 W UG ROUTE REF. CONO ak MAN H REF
00 0 X . 8 2 1110 89) � F-
•380 2411.10 (9) •2161 2421.10 (B6) M 000001 85,526-575 >- W
8 O I 4 m I� ••• t m i/P988520 9356 2411.10 <89> p® m W N
M • 118350
rim n I/T»782 m 00'-0 !� M•000001 m >•
I 1/P3t850CWT m N v u,...o m ins m Z 0 STATE/AREA T
3S' 0 I N.I _ryNN I/P930070 nNNN o .r DISTRICT
1i0[1NImn •0 mQ m 00'-0 my , O
cm_ N v. Ntil n o - rvm n W ( (J)
mN. N Q CA HI H DESERT/SUNB LT
,}• NWIUI 'UN 41 - pY tmOW N Q U '
. fna m F-0311_B » i,oa m • lAw m � F- _
w Z Q ¢ EXCHANGE SERVICE SECTION
Z E11 J
W GTE CALIFORNIA, INCORPORATED o- INDIO
rc (� f'
IMPORTANT NOTICE L!J ;:..
W..
to
GTE ' California Incorporated CGTEC 1 does not assure ,y WIRE CENTER "
f//7i
' ' , - responsibility for the accuracy`. or completeness of t!i
W F•
__I tMae drawings. New Installation, removal. or rely 0543 LA OUINTA
Qcation of telephone plant may have occurred since the Q
U
'--det• of this drawing. You must cell Underground Sew PLAT NO. '..
vace Alert at least two working days before excavating -_
0-600-422-4133). F0309D
CA-77 -0 1 6 0 3
Verizon C11 AREA
STATE: CA
DIVISION: INLAND VALLEYS .1
EXCH.: INDID
W.C.:O543
IWO NO.: 9PODDDR
TAX DST.
CONTROL NUMBER:
TITLE:
DATE: 04 -011
REV. DATE:
SCALE:
FILE: DWG A"
DRWN
dzf
ENG
Or
APRVD
PRINT
1 oF_L
CA-776-001 s
Verizon C11 AREA
STATE: CA
DIVISION: INLAND VALLEYS
I EXCH.: IM DID
W.C.: OB43
IWO NO.: 9PODDDR
TAX DST:
CONTROL NUMBER: DD9'' -
TITLE:
DATE: 04 -611
REV. DATE:
SCALE:
FILE "DWG A"
DRWN
ff
ENG I
�
APRVD
PRINT
11OFi