2631F
OTE:
ith proper`validation
his form constitutes an
( encroachment permit
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
DATE: Julv 10. 1997
Subdivision Improvement Permit — Class III
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION In V40hlnAton St., atartinu at the _north city linita
and ContintuinA southerly for 6,3201.
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION xtzotal.l 8" high Dxeneura Sketch (attach construction plans if appropriate)
spas litia3.
DESCRIPTION OF CONSTRUCTION S4VCUt ARRhalt, install
gas lira, backfill, cold mils faun tridth overlay SES llTTACMD CONDITIONS
„10', & ra-ctxitao If naeasonry.
DIMENSION OF INSTALLATION OR REMOVAL Sao attached.
SEE ATTACHED PLANS
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 814/97
APPROXIMATE TIME OF COMPLETION 8/29/47
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.
w
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applic ble rule and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result oft work. �} j f�
..., ff r14.
Signature of Applicant or Agent
SAIlt-bAr t r0R14 fnV-144 a r.An r^. 'P,n1 Anv inn i Q^Al o"A m 4 rA 49171
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 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:
0
$ - 0 -
Receipt No.
Received by Date
2631
PERMIT VALIDATION
PERMIT NO. 2631
DATE APPROVED 7/10/97
EXPIRATION DATE 12/31/97
DATE ISSUED-��t�l4-7
By
r it Administrative Authority
Recorded by 11 Telephone: (619) 777-7075
El
The following General and Special Provisions are attached to and made a part of Permit No. �
GENERAL PROVISIONS
The following sball always apply:
ENROACHMENT ON PRIVATE PROPERTY This permit authorizes work to be accomplished within City of La Quints 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, 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
surfacing plus appropriate seal cost as specified above. of two inches (2') of A.C.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and
City Engineer or La Quints barricaded as deemed necessary by the
City public ,Works inspecors.. Suitable deours 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 shall
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
Dnecessary to remove or cut existing drainage structures; City of La Quinta shall be notified prior to commencement of this work.
rainage 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 originalstandard or better. All excess material shall be removed
immediately after backfill.
prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used
DE -WATER OPERATIONS: 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 (contracor).o 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. Inthe event it is felt by the permittee that he must cl
any length of time, permittee shall contact this office to obtain the neose a street for
cessary permission.
SPECIAL PROVISIONS
The following shall apply When indicated:
Rol
NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
R02 UTILITY CLEARANCE: (Substructures) Prior to making any excavation within the City of La
authorized by permit, the permittee shall contact all concerned utility companies relative o the location of exxisting y
substrus conducted under
ctures. Damage to existing substructures resulting from operationthis permit shall be the sole ,
responsibility of the permittee,
RITIILITY CLEARANCE: (Surface. Structures) No work shall be done under this permit until all utilities are clear of the
R4
Proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
PAVEMENT WIDENINQ Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with inches of A:C. paving placed on
value of not less than inches of class _aggregate subbase course having an "R"
and in conformance with City of Ia Quints Road Improvement Standards and
Specifications, Ordinance #461.
PARKWAY GRADING: Area between the property fine and top of the proposed concrete curb shall be -grad o a slope of
1/4 inch to one foot (1).
R6 GRADE CHECMG: City of La,Quinta shall check grades upon receipt of plan and profile and/or
a licensed engineer. grades as established by
R9 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 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 2 1/2 inches of A.C. paving placed on ( ) of class
Driveway construction shall conform to attached drawing, aggre8ate base.
R09 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all' times.
RIO SOIL STERRIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications.
Rll 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.
R�13/ 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.
15 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 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 in lifts of not greater than
three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench
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.
i
R18 ` COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
�� uA 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
0i i o�j approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the
l tl 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 PAVEMENT 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 -8 ti temporary paving shall be placed after a
maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in in 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.
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.
STREET RFSTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
l 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 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 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 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.
SPECIAL CONDITIONS --PERMIT NO. 2631
--- THE GAS CO. ---
In addition to the standard permit conditions, the following shall apply:
1. All work shall be performed in accordance with the latest edition of the Standard Specifications For
Public Works Construction.
2. Permittee shall be.responsible for providing continuous dust and erosion control.
3. 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 restricted work hours. Operation and maintenance of equipment shall
be performed only during the following time periods:.
A. Work shall be limited between the hours of 9:00 A.M. and 3:00 P.M. for all work areas within
five hundred (500) feet of a signalized intersection. Traffic control shall be set up and
construction activity shall not begin earlier than 9:00 A.M. Excavated trenches shall be
backfilled and temporarily paved and traffic control shall be removed no later than 3:00 P.M.
B. Contractor shall make special arrangements, including payment of overtime inspection fees,
two (2) working days prior to any work that is performed outside the normal weekday hours
of 6:00 A.M. to 5:00 P.M..
5.' Deleted .
6. Permittee shall assume responsibility for repair of any pavement damage to an
y.public or private
street and for any damage to other City streets or facilities as a result of. work performed under this
permit.
7. 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 detour and barricade all construction sites. Traffic control set-up shall be inspected and approved
by the City Inspector each day prior to commencement of construction activity.
8. Street closures shall not be permitted. A minimum• of one travel lane on paved surface shall be
maintained with flagmen at all times.
9. Prior to excavating, the permittee shall contact Underground Service Alert at 1-800-422-4133.
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.
Special Conditions - Permit No. 2631
Page. I of 4.. .
SPECIAL CONDITIONS --PERMIT NO. 2631
--- THE GAS CO. ---
11. 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 otherwide
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.
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.
Special Conditions - Permit No. 2631 Page 2 of 4
SPECIAL CONDITIONS --PERMIT NO. 2631
----THE GAS CO. ---
.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. '
12. 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 exceed that
which can not be backfilted in the same day. Excavated trenches shall not be allowed open
overnight, however, contractor 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.
13. All landscaping, irrigation, decorative rock, decorative concrete,, lighting, etc., shall be replaced to
its original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. Permanent pavement replacement shall be completed no later than seven- (7) days after the
completion of the trench backfill work within the La Quinta city limits. Permanent pavement
,replacement shall conform to the following conditions:
A. Existing a.c. pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be
straight and clean.
B. The existing a.c. pavement surface shall be cold -milled to a depth of one (1)'inch'the entire
width of the traffic lane or painted median in which the gas line is being installed with a "butt"
joint created along each edge of the cold -milled area and a new one (1) inch overlay applied
throughout the cold -milled area. If the trenching exceeds one lane then the cold -mill operation
shall be taken to the next lane line or traffic stripe.
C.' Trenches that are transverse, fifteen (15) feet on each side of the excavation shall be cold
milled to a depth of one (1) inch, with a "butt" joint created along each edge of the cold milled
area; and a new one (1) inch overlay applied throughout the cold milled area.
D. Permanent pavement replacement structural section, within all trenches, shall be 6" of a.c.
over 6" 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.
E. The finished pavement surface at each edge of this overlay area shall be smooth, consistent;
and shall conform to the surrounding grades. Existing striping affected by this resurfacing .
shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City
Engineer.
F. Asphalt concrete mix design shall be approved by the City prior to its placement.
Special Conditions - Permit No. 2631 Page 3 of 4
SPECIAL CONDITIONS --PERMIT NO. 2631
--- THE GAS CO. =--
.16. Permittee shall notify the City of La Quinta Public Works Department a minimum of 48 hours prior
to commencement of any construction at (760) 777-7075.
17. Permittee shall stabilize any soil that was disturbed (shoulder areas, etc.) as a result of work.
performed under this permit with an'approved dust control treatment.
18. The City has designated by ordinance certain city streets �as Truck Routes. The weight limit for
restricted streets (i.e., streets riot 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. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
20. The Permittee shall obtain insurance coverages in accordance with the indemnification and insurance
requirements specified in Engineering Bulletin 97-04 and provide an insurance certificate naming
the City of La Quinta as an additional insured.
Special Conditions - Permit No. 2631. Page 4 of'4
L
NOTE:
with proper velidetion
this form constitutes; an CITY OF LA OUINTA
encroachment permit
APPLICATION FOR PERMIT
WR# 257268 .._ PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
GWO 74381
For the construction of -public or private mobs, driveways. paveam U. sidewalks, perking lots. Uwe . water mains{
and other like public works improvemons in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
_lam 9 7 Subdivision Improvement Permit — Class 111 T_
DATE: Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION In Washington St starting at the north city limits of the city
and continuing southerly for 6,320'.
(Swot addnn or Denvaption of h.ocetkW
PURPOSE OF CONSTRUCTION Install 8" high pressure
gas ins.
DESCRIPTION OF CONSTRUCTION
O', I ' (eP-5 Tot 1 F Ai F,cF SSS
DIMENSION OF INSTALLATION OR REMOVAL. ft*
SIZE OF EXCAVATION, IF NEEDED
Sketch (attach construction plug if approprista)
.5g& 47T,1c/4iiDPlw*z5
S ATTACHED SKETCH. Starting at t
nort city limits of the city of a
Quinta t 3' E/CL of Washingt St &
continuin southerly for 6, 01, cut
asphalt to'a oint 250' /CL.of
Miles Ave & be 'n rop 'ng gas main
over from 3' E/CL 7' E/CL of
Washington St e Ing 50' SE/CL of
APPROXIMATE TIME WHEN WORK WILL BEGIN Aug 4, 1997 Miles Ave, t continue 'n the earth
median at to 12' E/CL o shington
APPROXIMATE TIME OF COMPLETION Aug 2 , St for 44' , cut earth to 129' PL
ESTIMATED CONSTRUCTION COST= o e Coachella Valley Storm Chann
(Including removal of all obstruction, meterials,.and dsbiis, beccfilling, eon►
paction and placing permanent resurfadrhE and/or replacing improvements)
In consideration -of the granting of this permit, the appliant'hereby agrees to:
Indemnity. defand and sere the Qty, its authorised amts, officsM Mmenteshm ane amplov@M hwmier front and against arty area all
pane Wo. liabilitiu or lose ruwtwq from a i*m ar court action and aft" out of arty accident. Ions or denn9 to,pwwM w propnty
happenktq ar ooewrktq n a proaintass result of any work wtdnrtnkm under the ON it greeted punuant to this appiiatiou.
Notify w Adtmniatretwe Authority at lent twenw-four (241 hors in adwtoe of Un tkee when work will be surta L
Comply 940 cal applicable Qty OrQkrnces. the to and ceem iuom of the pwmit and all applieebie noels and regulations of the City of
to airs{ imam se per. for aiW eddkiottaf repiaaentnnt aaoesssry as w is" M We worlt.
. . ,,• , ._. .... .. :..SioNstmw Appliant aai Agent P MST ;.000R[lINATOR
- SOUTHERN CALIFQT:MT .'GAS Q_Y p_[}_tanx tt1R� _ ttFnr.nnmc rn chj't7'f
Nexis of Appiiant (Plein Printf _ Bwinhaes Address Telephone Na -
Nene of Contractor and Job Foremen Business Address Telephone Na
Contrancies License Na Cite Busineale Liam No. .
AppiinanVii Insurance Company Policy Number
FEET: Subdivision Improvement Permit — Clase III
Public improvements: 3% of estimated castruction ousts ,
4: ir.-w improv--m-m: 3% of eellm:ted awxLns=^ne
Minor Improvement Permit — Claes IV: See attached a hedlda
Inspection Fee
Permit Fear
Penalty
Cash DepoutSurety Bond
it raatnired e ; 0—
TOTAL:-
Receipt
TOTAL:
Receipt No.
Received b1► ate
PERMIT VALIDATION
PERMIT NO. ZCe3/
DATE APPROVED 9 7
EXPIRATION DATE i !3/- i 7
DATE ISSUED .�
By
Administrative Authority
Recorded by l TELEPHONE: 161915114-2246
The Gas Company®
OP��
. JUI 3
July 29, 1997 1�
City of La Quinta
a
78-495 Calle Tampico •.
La Quinta, CA 92253
Southern California
Gas company
1981 1_ugonia Avenue
Attention: Hector Guzman
Redlands, CA
Assistant Engineer "
Mailing Address:
Box 3003
Redlands, CA
This letter is.to notify your city that the contract has been awarded for our proposed work
92373-0306
on Washington Street from the north city limits of La Quinta to the Whitewater Channel.
This contract has been awarded to ARB, Inc., 72400 Vista Chino Dr., Thousand Palms,
CA 92276, for the amount of $399,000.00.`
Our work order for this project is GWO 74381, with your City Permit N6631 sued to
the Gas Company. /
Sincerely, e
Hobert Guengerich
Planning Associate
J v t , e .. ' .P , I D e1 • ..., t• l D , t A :a i ".: �^ <. : l : J : • . : ;'. t r> } . S I vJ
jaded palaAng uo pawed
SENT BY:THE GAS COMPANY 7-11-97 ;'9:18AM ; 'TECHNICA12,SERVICES- 6197777155;# 1/ 2
./° a
Fit t16 f
The Gas Company-
zCp 3
t
THE GAS COMPANY T '
1981 W. L"dasa Ave.
Rodtands. CA 92373
Fax Cove' Sheet
DATE:
TIME:
To: ux., C.c 4PHONE: 7640 "7 7
707
cJ ire.) " � ` FAX: �o . 777-7i5�-
FROM: 4d PHONE: '(so9) 335 778 i .. f.
The Gas Company PAX:. (909) 335-7327
IMhnicai. Services, Dept
1a LAND FMpigjL
RE: �v�As� r �.,t�J�—(,c�R-stw,�p-%moi.► �.i/zs�� - .
CC: '
Number of pages including cover shoot:
• Message:
e�e
r I v c b
C--&;I S .#A a
..
1
L I ,
BY :THE GAS COMPANY 7-11-97 9:19AM TECHNICAL SERVICES -
6197777155;# 2/ 2
JaN EMS17NG A.C. PAVE COLD PLANE (.16'-)
MIM SMOOTH BUTT "NT OVERLAY ENTIRE LANE
(NO FEATHERING) TRENCH W0TH+2'AflN.
I' MIN. A' TRENCH V40TH MIN. sAw cur
VAffl§ rxsnNO A. C PAn
A.0
a I
as
(D
SLOPES VARY
Ll 0 1
coNsmucT A.C. PAyr. To CONFORM TO EXISTING CROW CONTOUR AS FOLLOWS:
6" A.C. OVER 6" A.B.
or FULL LANE GRIND (.i0')
1" GREATER THAN EXISTING, OVERLAY
(use the greater)
(D COMPACTED EARTH. -FILL
RaAl7W COMPACTION 95X
COMPACTED EARTH FILL
RELATIW COMPACTION 90%
REWSIONS-- U -TI Ll TY TR Elul C
z 'M :PLACE' MT -