2561NOTE."
With proper validation
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
Subdivision Improvement Permit — Class I II
DATE: December 11 1996Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Highway 111 and Washington St. r
(Street address or Description of Location) `
PURPOSE OF CONSTRUCTION Install Sias main
DESCRIPTION OF CONSTRUCTION 1.236 ft. of 8"
hiRhMyressure main
DIMENSION OF INSTALLATION OR REMOVAL 1.234' 8" main
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 12/16/96
Sketch (attach construction plans if appropriate)
SEE ATTACHED SKETCH
SEE ATTACHED CONDITIONS
APPROXIMATE TIME OF COMPLETION 1 weak
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 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.
LAW U
Signathre of Appl cant or Agent ,6lzm 1 (do 01 ltl ��JYL
Southern California Gas Co. P,0. BoX 3003 Redl4uds, CA 92373 (714) 333»7579 '
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 I I I
Public improvements: 3% of estimated construction costs
Private improve e
rt�nts: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $
Permit Fee
Penalty
Cash Deposit -Surety Bond 1
if required
ti
TOTAL: $' "0"
Receipt No.
Received by Date
Recorded by
PERMIT VALIDATION
PERMIT NO. 2561
DATE APPROVED 12/11/96
EXPIRATION DATE 12/31/96
DATE ISSUED 1011/96
By
r
Administrative Authority
Telephone: (619) 777-7075 .
NOTE: -
With proper validation
this fon" constitutes an CITY OF LA QUINTA
ene:roschment permit
APPLICATION FOR PERMIT
GWo 74250 PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
WRY 220634
For the construction of public or private curbs, driveways, pavements, sidewalks, .perking lots, sewers, water main*!
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit - Class I I I
DATE: 96 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Hwy 111 & Washington St Thomas Bros 214-E2
(S- a after or Description of Location)
PURPOSE OF CONSTRUCTION -0'-'(— C 4---? vu*t N Sketch constructionlans if
p appropriate)
DESCRIPTION OF CONSTRUCTION 12-3`1 0� S" {�iAlt p2itF.1�.
nstalling 123 ifhi sure
gas main i ington St.
DIMENSION OF INSTALLATION OR REMOVAL z3Y 8" /1'tnr 0 rent and
L --ear
SIZE OF EXCAVATION, IF NEEDED
SEE ATTACHED SKETCH
APPROXIMATE TIME WHEN WORK WILL BEGIN 12-16-96G)� ftTTr1C/J
Ga✓atTo.+i S
APPROXIMATE TIME OF COMPLETION 1 week
ESTIMATED CONSTRUCTION COST:
(Induding removal of all obstruction, materials.*aitd debris, backfilling, own.
paction and placing permanent murhano;arl" repladng improvements)
In consideration of the granting. of this permit, the applicant hereby agrees to:
Indemnify, defend and saw the City. its authorised agents. officers, npresentativr and amployses. harmless from and against any and all
Penalties. liabilities or low resulting from+ dames or court action and arising out of any accident, loss or damage to persons or property
happening w occurring as a pmxirttate result of any work wtdataken under the permit granted pursuant to this application.
Notify edea Adminiarstive Authority at least tw*ntyfour (211 hours in advenea of the tints when work will be started.
Compfy wed► all applicable City ord nenosk the tants and conditions of dw parrot and MI applicable Pyla* and regulations of the City of
La ouinss and to pay for any additiesaf npleswnent Ptsoaswy as dw rwA of dtis work.
Si111ftattrw of APOicakef"AawX PERMIT COORDINATOR •
SOUTHIs'RN CALTFORNY;;-QAS rQ_p_iy_ RAX -AAnnDEMAN�� rA '99a7 (7 X4) 335_=787:9` .
Name of Apphtant (please printf-* <.. _ : Business Address
... • . Tekephofte No.
Name of Contractor and Job Foremen . :.:..: . .. :... Busirnw Address.. TNephatte No.
Conaac;Ws Lionise No.. City Busiftass Llamas No...
Applianes Insurance Company. Policy Number
FEES: Subdivision Improvement Permit - Class III
Public improvements: 3% of estimated construction coats ,
Private improvements:.3% of estimated construction coats
Minor Improvement Permit - Class IV: See attedted so e"
Inspection Fee = d
Permit Few
Penalty
Cash Deposit -Surety Bond
if mpuired
TOTAL:
Receipt No.
Received by Date
PERMIT VALIDATION
PERMIT NO. Z S(e?
DATE APPROVED LZL (I'
EXPIRATION DATE 3/ 9
DATE ISSUED I ZI /I /' 76,
By
Administrative Authority
Recorded by ' TELEPHONE: 18191584-2246
• � , � c.t y
v
The following General and Special Provisions are attached to and made a part of Permit No. S� I
GENERAL PROVISIONS
The following shall always apply:
ENROACHMEN'T ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta 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.
TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fitted with smooth -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 operations in paved areas. If the existing
pavement is scarred, spelled, 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 cost 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 La Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure including 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 OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quint& 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
T'be following shall apply when indicated:
NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
R2 UXI ITY CLEARANCE. (Substructures) Prior to making any excavation within the City of La Quints 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
dR3 responsibility of the permittee.
UTILITY CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities aro 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 inches of A.C. paving placed on inches of class _ aggregate subbase course having an 'R'
value of not less than and in conformance with City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
�SR / PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
1/4 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 (_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 Ia Quinta Standard #207.
RS 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 2.,1/2 inches of A.C. paving placed on [�� of class aggregate base.
Driveway construction shall conform to atta W'drawing.
SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications.
RI 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 of City. of La Quinta projects.
SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be
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 project clearance.
R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight 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 of 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 1000 linear feet 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.
IOU BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavationshall 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 he'placed in lifts of not greater than
three feet (3) and vibrated using vibrotamper or equivalent equipment. Alternate metho.is may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the ..way.
R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the .::u.a
before flooding or a maximum of five-foot (5') 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 be not less than 90 percent 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 continuous.
1U8 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road. 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 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 Section 6.3.01 of the Standard Specifications, Division of Highways, State of
California, dated January 1973.
R20 TEMPORARY PAVE TENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placedafter a
maximum of 3000 linear feet of 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 inches A.C. surfacing placed on a
inch class base shall be placed no later than 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 streets 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 Quints, 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 permittee 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 pnd 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 is becomes"necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet 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 90 percent or equivalent to 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.
1�4.
1
2.
C
SPECIAL CONDITIONS --PERMIT NO. 2561
--- GAS CO. --- .
In addition to the standard permit conditions, the following shall apply:
All work shall be performed in accordance with the latest edition of the Standard Specifications
For Public Works Construction.
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. Contractor shall comply with the local noise ordinance. Operation and maintenance of equipment
within one half mile of human occupancy shall be performed only during the following time
periods:
October 1st to April 30: Monday -Friday
Saturday
May 1st to September 30: , Monday -Friday
Saturday
7:00 a.m. to 5:30p.m.
8:00 a.m. to 5:OOp.m.
6:00 a.m. to 7:OOp.m.
8:00 a.m. to 5:OOp.m.
Work shall be prohibited on legal holidays including Sundays.
5. Permittee/contractor 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.
6. 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). It shall be
the permittee's responsibility to detour and barricade this site.
7. Street closures shall not be permitted. A minimum of one travel lane on paved surface shall be
maintained with flagmen at all times.
8. Prior to excavating, the permittee shall contact Underground. Service Alert at 1(800) 422-4133.
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.
Special Conditions - Permit No. 2561 Page 1 of 2
SPECIAL CONDITIONS ---PERMIT NO. 2561
continued
10. All backfill and subgrade soil shall be compacted to 90% relative dry density, all backfill soil
within the top 2' of finish pavement surface shall be compacted to 95 % relative dry density, all
base material shall be compacted to 95% relative dry density.
11. All excavations at or near -the travel way shall be backfilled and paved at the end of every
workday as directed by and to the satisfaction of the City Engineer for the protection of the
traveling public.
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. Permanent pavement replacement section shall be one inch greater than existing.
15. Permittee shall notify the City Engineering Department a minimum of 48 hours prior to any work
in the street (i.e. paved areas) at (619) 777-7075 when the work involves lane closure(s) in a
signalized intersection or within 500 feet of a signalized intersection. Permittee may be required
to submit a site-specific traffic control plan for review and approval prior to commencing work
at or near a signalized intersection.
16. Work hours at signalized intersections or within 500 feet of a signalized intersection are typically
from 9am - 3pm to avoid peak traffic periods but may vary depending on the location of the
intersection. The permittee will be notified by the City of specific work hours (if different) during
the 48 hour notice period.
17. All backfill shall be mechanically compacted in lifts of eight (8) inches or less. Jetting or flooding
of backfill material will not be allowed unless otherwise specified by the City.
18. Contractor/permittee shall stabilize any soil ,that was disturbed (shoulder areas Etc.) as a result
of work performed under this permit.
19. Trenches in the street section shall be permanently paved within five days after completion of the
work unless otherwise approved by the City.
20. Traffic signal facilities shall be protected in place. The permittee shall be responsible for any
damage caused as a result of this work.
21. Trenches shall be backfilled with Controlled Density Fill (CDF) unless otherwise specified by the
City.
22. Contractor/permittee shall be responsible for maintenance and set-up of traffic control. Changes
in the field shall be implemented as directed by the City Inspector.
Special Conditions - Permit No. 2561 Page 2 of 2
12/04/1996 .09:20. 6193473680 TOPS h4 BARRICADES PAGE 01
R R JTOPS
N
ICAD ES 44.631 JACKSON STREET INDIO, CALIFORNIA 92201a' (619) 347-2111
INC.
FACSIMILE COVER SHEET
TO
DATE:.
ATTN:
FROM -
NUMBER OF PAGES
INCLUDING THIS PAGE
MEMO:
t'f'juf� I / / . .. '. I
52-2
I. 'r..,(j.
�yrab
;all
.30
uofe OW S007�
40
1
x/All
Z0 39dd S3000I66V8 N Sd01
4
0896LVC6T9 • 0Z:60, 9662/b0/ZZ
Nor
vsV
4!SZ
c
o
0896LVC6T9 • 0Z:60, 9662/b0/ZZ
C
11
12/04/1996 :09: 20. • 6193473630
Pp.'I V .
..4slyo:? Llwiy
47 ®.2.7
'-JOn'7 47
(n-,7
TOPS N BARRICADES
PAGE 03
�► lA 7po ytjfy-siq 1-4
V �so�lylr��
(Iffy .
i�
i ...i
I
AL:
7ZW#
N
---�--'
ro be BaK �;cc► d o ms
1
'Max
m cWAIVN
L ,g - 06ed papu04xg
/V"
L7
a6ra�l e1
Aqt
a
v
,# /ixts
jod,'
aoo? tv 8r
H 6'MR,Ole go,e
00 3JCd
A
I�
l
S3GV3I6dV8 N Sd01
-zo Gf" 4wpi +G 6141 oo 4h&r)
G-� I�oa� LcA►s� 4 r -a cl
089ELbE619 .0Z:60. 9661/b0/ZZ
' 1
1 F
i
i ip EmVIVO
1, ,V abed papu84x3
a
r V
T
i
- �: a• QQ cs'
'
a, w• NOWQ�c p
V Q hh
O= O
J o, O
ti Zi 'C
' y A; -62*
3 W �
%J440gr
QD
2 � ,
Q Z ^
Q w
0 h - O.
ti� N4 Oh2y. �
•, o, os° O w� 2 LL l I 35.05M 6 H.P.
h g► I I-
115 OF 6 H.P. ) X 42 .188W
Q
t,v
- 8 WXW VALVE A• Q o �� • +' BORE UNDER STATE HWY.111
ANSI 300 '` y
4 Q '� i A MINIMUM OFT 6.
- STL. CSG. W/LID �, CALTRANS
�c
P ft2 4 2 p Vy .��� O
dNOTEt H.P. WITN �u O • v 4� � , ` •
WESTERLYEAST-OF-1C/L'-OFCELL B .; Or=a
Cl ti a
• W Q/kt
�, ►2 ti \�
CD 0
V
1- 6'X6' P.C.F.B.O.
1- 8' WXW VALVE 01 �► ti S• 1- 6' W/TEE
ANSI 300 .r \ 6- �ti tiry I' I 6' W/CAP 1- 6' WXW VALVE
- STL. STD. & COVER
- STL. CSG. W/LID � `,. ` ,, �b -��` �/�`.� 300 ANSI
29• 1, �.,••, .�`\
I- ETS TYPE 4 I - STL. STO. & COVER
t
35' 450 /`� i0/? CSC ' NOTEt KEEP COUPON IN EXIST.
fi .
TO N. P/L OF STATE HWY 46, 9 6 H.P. GIVE TO THE GAS CO.
( 12 CURBS
AASMGTO
CIP
I' ETS '�
_ - IlkI II -92
31221-384 CP
2' PXM .r S7
ING . . —
F OSS TING . ,,, a PC
CR _ — o EXIS 504 -
:,, G6'. rn % ui I, 25 542 4'H S.L 41-27
59 � • Q0 00 l O �
, .. I i 1 -•,r ....1. - EXISTING C/L' SECTION LINE (66)
15 _
+SECTION LINE - �
N
109'
•.• . _• tic,"• c 15' � , .. - + 50. •
3
""1tV. 1�••4.diw1.T 12 UNDERGROUND WIRE
15' 116
5'
I
gR10GE GROSSING 5
t, s 9S �• 2T5 45, 5
• LJ I •
1- 32 " ANODE ti .
s
I- STL. CSG. W/LIQ %ri y'
-- ' �TQ I - ETS TYPE 2 /%, �� h� •
o
Or
1- 8' W/CAP '
V
5
4'
1 /S 15'
3S
J � � � `,,__•,.._.,,__� - 80' OF 8' H.P. X-7-1795-0--,•
d
120 130'., 130' 120', t
SLOPE PROTECTION EXISTING CHANNEL OPEN TRENCH-CCUT,MAC.) +
I EXISTING CHANNEL SLOPE PROTECTION CITY OF LA OUINTA
oil
PIPELINE MARKERS
REQUIRED ❑ YES ❑ NO
IF YES
SHOW LOCATEION
Isolation Area Affected
Yes ❑
No 09
Pressure District Affected
Yes ❑
No
Business District Affected
Yes ❑
No
Supply Line Affected
Yes ❑
No I@
Valve(s) Required
Yes ®
No ❑
Reviewed By:
C. P. Reviewed By:
\ll
--X•-42 - 14W D.L.50
CITY OF LA OUINTA
o
tv
:Q
Q * �
h
a �
l��b -
1k USE-EXISTING—CELL OPENINGS UNDER
g8RID0 H .. A NOTEt INSTALL ETS POINTS FOR C.P.
#SEE" OMO• -37110709 P7l�tTIAL EVERY 500' W/ STL. CSG. W/LID ( TYPE I) Q
,rINSTALLATION OF HANGERS UNDER BRIO
CALCULATE MEASUREMENTS ON SKETCH. 3
4t1TV_0_rA OUINTA. V'
- i
• SECTION LINE MARKED,
FWRO-220634
TOTAL FEET INST'D
INSTALL MAIN WITH AT LEAST COVER BELOW TOTAL FEET RETIRED
RIVERSIDE i'I RETIREMENT PERMIT ISSUED BY PERMIT NO. DATE MOVED NOTICE OF DATE MOVED C LETION
COUNTY REASON: CITY OF LA OUINTA ON JOBi OPER. DATEI OFF JOSo DATEt .
DISTRICT DESERT I,i STATE HWY. --- ^--^-
CREW FOREMAN
TRACT NO. YEAR C.P. PLANNED BY COMPANY
_ ATLASINSTALLED BOB &' ALAN e
IND 33&43 it STAKED COMPANY FACILITYt S0. CAL.Q P.L.S.[]
NO. OPER. 20X• OR OVER STAKING RED'D 0 INLAND REGION REGION
CATHODICALLY PROTECTED YES® NOD AT LESS THAN 20% a]S.M.Y.S. DISTRICT SUPERVISOR NO NEEDED O• 2 ORG. CODE