2379• NOTE'S}
With proper validation
this 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
Subdivision Improvement Permit — Class II I
DATE: 9-7-95 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Tract 28034 — South Valley Estates
Ave 58 & Madison
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Install off-site water & Sketch (attach construction plans if appropriate)
Sewer for tract 28034
DESCRIPTION OF CONSTRUCTION Excavate, install lines
& backfill
DIMENSION OF INSTALLATION OR REMOVAL +- 4000 L.F. of
water & +— 900 L.F. of sewer
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ N/A
(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:
See attached conditions
See Water & Sewer plans for
Tract 28034
Indemnify, -defend and save the City, its authorized agents, officers, representatives and employees, harmless from and agais nd all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to perso s or p
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this applicationk
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 qpd all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the resultt_o isd k�
Signs re of Wicant or Agent
South Valley Estates 49-910 Boardwalk A-10 Palm Desert, CA 776-4843
Naa�t` MApplicant (please print) Business Address Telephone No.
Sonray Unlimited Box 1135 La Quiuta, CA 92253 564-3535
Name of Contractor and Job Foreman Business Address Telephone No.
184099
654
Contractor's License No. City Business License No.
CNA A1030110392
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 765.60 II
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by
10.00
$ 775.60
Date
2379
R PERMIT VALIDATION
t
'/ PERMIT NO. 2379
DATE APPROVED
9-7-95
EXPIRATION DATE
DATE ISSUED /
By
Administrative Authority
Recorded by 11 TELEPHONE: (619) 564-2246
The following General and Special Provisions are attached to and made a part of Permit No.
GENERAL PROVISIONS
The following shall always apply:
ENROACHM[ENT 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, 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 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. Ile 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 Quinta 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
The following shall apply when indicated:
r1Rft,1NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
UTH.TTY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quinta 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
responsibility of the permittee.
UTILITY CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are 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.
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 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 aggregate base.
Driveway construction shall conform to attached drawing.
SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
RIO SOIL STERH.IZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications.
Rl 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.
R12 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.
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 tojtglinear 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.
R15 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.
R18 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 1•e forwarded to the City Engineer for
approval and filed prior to making permanent repairs. Compaction tests shall be trade 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.
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 -800 temporary paving shall be placed after 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.
l� J 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 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. 2379
--- THE KLEIN COMPANY/SONRAY UNLIMITED ---
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 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 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30p. m.
Saturday 8:00 a.m. to 5:00p. m.
May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00p.m.
Saturday 8:00 a.m. to 5:00p.m.
Work shall be prohibited on legal holidays including Sundays.
5. Permittee shall assume responsibility for repair of any pavement breakdown at the haul road
access to any public or private street and for any damage to other City streets or facilities.
6: Advance warning signs and traffic control shall be installed and maintained in accordance with
CalTrans Standards or. the Work Area Traffic Control Handbook (WATCH). It shall be the
permittee's responsibility to detour and barricade this site. Permittee shall submit a traffic
control plan to the City for review for the crossing of Madison St.
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.
10. All work shall be coordinated with the City, the City's contractor and/or others working within
the area as directed by and to the satisfaction of the City Engineer.
Special Conditions - Permit No. 2379 Page 1 of 2
SPECIAL CONDITIONS --PERMIT NO. 2379
continued
11. When the work is within 500' of 'a signalized intersection, the permittee shall notify Riverside
County Signal Dept: at (909).275-6894 or Caltrans Signal Dept. at (619) 688-6845 as
appropriate a minimum of 48 hrs prior to starting work.
12. 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.
13. Work authorized by this permit shall be as shown on the plan labeled "TRACT 28034 OFF-SITE
WATER IMPROVEMENT PLANS" & TRACT 28034 OFF-SITE SEWER IMPROVEMENT
PLANS.
14. All excavations at or near the travel way shall be backfilled and paved if necessary at the end
of each .work day for the protection of the traveling public.
15. Permanent pavement replacement and trench backfill requirements in the street section shall be
3" of A. C. over controlled density fill (CDF). Class H base shall not be used for backfill.
16. Permittee/contractor shall replace the asphalt width at the edge of pavement a minimum of 2'
greater than existing or a width greater than 2' as determined by field review per the
requirements of condition #15 above, the entire length of the water line installation.
17. All areas disturbed by the permittee/contractor shall be permanently stabilized at the completion
of the water and sewer line installation to prevent soil erosion and airborne dust.
Special Conditions - Permit No. 2379 Page 2 of 2
ceity� 4 a
78-495 CALLE TAMPICO - LA QUINTA, CALIFORNIA 92253 - (619) 777-7000
FAX (619).777-7101
FACSIMILE TRANSMITTAL
To: f 4"L E-1 &/6
Attn:l�lAlf-
From:�il
Date: q1.1 1q,5.
Comments: /U vl L -315, wo
Fax No. % 7�
Fax No. (619) 777-7155
Page 1 _of
If all pages of this document has not been received, please call (619) 777- OSS
OFFel
//5-0620 � 3�0 — .3 y 5
jo. �o
—
MAILING ADDRESS - P.O. BOX 1504 - LA OUINTA, CALIFORNIA 92253 { a
CITY OF LA QUINTA
NOTE:
With proper validation AUG 3 0 1995
this form constinites an
incroadhmem permit CITY OF LA QUINTA
APPLICATION FOR PERMIT �U�L$� ��
-PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways;, pavements, sidewalks, parking lots, sewers, water mins
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE: A Subdivision Improvement Permit — Clan 111
Minor Improvement Permit Class IV
LOCATION OF C NSTRUCTION 1 "—"*"T . Z g e) 3-4
�oL-4-
(Sua•t addnu or OtunOtlon of Location)
PURPOSE OF CONSTRUCTION �Al'ST f 1_ dFFSITE
Vt/W T' E� -q Sr h,�I rt 2
GDC7,CRIPTION OF CONSTRUCTION Ii1�ISTiFLi�
1r�1 JCR At:.ICFLt.
DIMENSION OF INSTALLATION OR REMOVAL ��� L• F.
A L 14/1 'I•rc>Z. +- 9 0.
SIZE OF EXCAVATION, IF NEEDED kI/-eta ^ yr'Io 0 t • ;<. �'
-f - 5.5', StvJE� -i- �if)O C ,t C, lI S' Dr�.f -'`-
APPROXIMATE TIME WHEN WORK WILL BEGIN
�7 Tt� s
S ItW (attach construction plans if appropria
V r a—
f¢T-rric+vt-�a �y�.1 p I) j?x 1S
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST S
(Including removal of all obstruction, materials, and debris, backfilling, com.
rAcdo:h and placing permanent nrur:acing and/or replacing improvernentsl
In consideration of the granting of this permit, the applicant hereby ►grecs to:
Indemnity, dMand and taye try CIN. iu eulrorirad apens, onion. rtprssannuve% and ampioyaas, hannlen from ww'age.iryt 4.M end ail
pcnaiuM, ),abilities or los remitinp Ir•+am dsimr or coup WUW and ariairp crit of *" Kcidant, loa & dameye to penoiu or prop"
ea
happenup oe• ounry p me
• Oretita Warn of any wort un0at
ertan under the pem+n pnnfed ourmant to d1b appiimuoe.
Horny Ml Adm,nutmuve Authority at least twenty-four (24) how% M advanco at the tiny then VV, B ill be rartad,
Comity vAtn W apolicabia CIN Ordinances, the urm% and corditiona of the perm:f I �D011able ruler end requittror;% of the C)N OI
L s Ouinta and to pay for env addhlontl repieeer mh, i n$On=W, as the naris o
r
7-1nAtIlre of Applicant o
AY6 'F(b, 776W7_>
Name of Appi�(Ple.n, prie',,. In Ar / _ BusssAddrsine_ Telephone No.
NameRor�and Job�Foremut
X Contra-or's Licen N" s( o.
A
6
Business Address Telephone No
K Y
City Business License No.
Applicant's InsuranceCompany r-FICU. L1 g81L_t'Ty Polity Number
FEES: Subaiwsion Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Prfvate improvements: 3% of estimated construction coca
Minor Imorovement Permit — Class IV: See attached schedule
Inspection Fee 17q + w 11e .r - r I &pO
Permit Fee
Penalty
Cash Oeposit•Sursty Bond
if required
TOTAL: S -775 . &o
Receipt No.
Received by Date_
Recorded by
13#x6
PERMIT.. VALIDATION
PERMIT NO. �37
DATE APPROVED _, ; .7 eS
EXPIRATION DATE
DATE ISSUED
By I
Administrative Authority
77
TELEPHONE: 1619)5oodgM.
at:tt1:Ite
HRH Insurance Services
of the Coachella Valley
77.584 Country Club Dr. #150
Palm Desert CA 92211
INSURED
,111111E
SONRAY UNLIMITED, A PARTNERSHP
AND RAY -TER, INC.
P. 0. BOX 1135
LA QUINTA CA 92253-
CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE
DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE
POLICIES BELOW.
COMPANY A
LETTER
COMPANY B
LETTER
COMPANY C
LETTER V
COMPANY D
LETTER
COMPANY E
LETTER
COMPANIES AFFORDING COVERAGE
Golden Eagle
CNA
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS
DATE (MWDDIYY) DATE (MWDWM
1 GENERAL LuelLm A 1030110392 09/01/94 09/01/95 GENERAL AGGREGATE— — is 2000000
B I-_--,
X I COMMERCIAL GENERAL LIABILITY
CLAIMS MADE r..— OCCUR.
StiyN�.i ! ( X�
�X ! OWNER'S 8 CONTRACTOR'S PROT.
_ j
_.--_-...-_.__
- rAUTOMOBILE LIA9ILm - A 1 03011040e 09/01/94
j( i ANY AUTO i
ALL OWNED AUTOS !
( SCHEDULED AUTOS
X I HIRED AUTOS
X I NON -OWNED AUTOS
i GARAGE LIABILITY
i EXCESS LIABILITY�—
j UMBRELLA FORM
— I OTHER THAN UMBRELLA FORM
WORKERS COMPENSATION— �--`----
Aallo j PWC 208704-02 ' 09/01/94
EMPLOYERS' LIABILITY Il
I OTHER
8E OF OPP TI�NSA.�CATKl�IS -1A- FSI,PECWL
er cats o er n a so name as am
tional insured for all operations
I STATUTORY LIMITS
09/01/95EACH ACCIDENT _ —_L_._ -___-- 1000000
DISEASE • POLICY UM!T Is 1000000
DISEASE • EACH EMPLOYEE !S~ 1000000
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
Nell Cline & John Grogan LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
41910 Boardwalk #A10
LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
Palm Desert CA 92211 1--
PRODUCTSLOMPAOP AGG.
~ Is --_
1000000
PERSONAL d ADV. INJURY
I s—
1000000 -
EACH OCCURRENCE
+
1000000
FIRE DAMAGE (Any one fire)
_IE —
50000
MED. EXPENSE (Any are person)
09/01/95
COMBINED SINGLE
1DD D00�
uMlr
SE
BODILY INJURY
(Per person)
IE
BODILY INJURY
i$
(Per acddem)
.. _T..—.....--.---
----°----
PROPERTY DAMAGE
EACH OCCURRENCE
is
is
-- _
i AGGREGATE
---'-----•-
I STATUTORY LIMITS
09/01/95EACH ACCIDENT _ —_L_._ -___-- 1000000
DISEASE • POLICY UM!T Is 1000000
DISEASE • EACH EMPLOYEE !S~ 1000000
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
Nell Cline & John Grogan LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
41910 Boardwalk #A10
LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
Palm Desert CA 92211 1--
w
so 4 NRAV or VNLIMITED
Engineering Contractors
Lic. # 184099 Cly OF LA 4UINTA
AUG 3 0 9995
July 7, 1995
PUBLIC WORKS
John Gogian
41910 Boardwalk, A-10
Palm Desert, CA 92211
SOUTH VALLEY ESTATES
,tet 1 $ 191,797.5072,032.50
On si 55,125.00
. 7, 200.00
14, 667.50
Total Contract $ 340,822.50
1. All permits and bonds to be taken out and paid by owner.
2. All inspection and compaction fees to be paid by owner.
3. Underground Utilities have nt been verified.
4. Unless otherwise stated, all import materials and install-
ation is not included.
5. Removal and replacement of Black Top not included.
6. Surving paid by owner.
Ray artlett/ Owner
Sonray Unlimited
l
ohn Gogian/,Owner
o. Valley Estates
P.O. BoX 1135 / 52275Ave Vaffejo, La Quinta, CA 92253 / Phone 619-564-3535
�� r � ..N
� �, ..'
JONRAY
Engineering Contractors
Lic. # 184099
July 7, 1995
"LIMITED
John Gogian
41910 Boardwalk, A-10
Palm Desert, CA 92211
Re: South Valley Estates
TRACT # 28034 ON SITE SEWER
2310'
- 8"
V.C.P.
@ $
15.00
25
- 4"
Sewer Lat.
@
300.00
3
- 6"
C.O.
@
225.00
9
- 48"
M.H.
@
1,200.00
Air
test, ball
& Video
Total
* M.H: set to temp grade only.
M. H. set to final grade @ $ 250.00 each.
2_ _A . _�Bartlett
$ 34,650.00
7,500.00
675.00
10,800.00
1,500.00
$ 55,125.00
P.O. BoX 1135 / 52275 Ave Vaffejo, La Quinta, CA 92253 / Phone 619-564-3535
'�00N
RAY VNUMITED
Engineering Contractors
Lit. # 184099 �
g 7
D� �
July 7, 1995
John Gogian
41910 Boardwalk, A-10
Palm Desert, CA 92211
Re: South Valley Estates
ice.
�I s �5Zj
/=
P.O. BoX1135 / 52275Ave Vatlejo, La Quinta, CA 92253 / Phone 619-564-3535
OFF
SITE WATER
4040' -
18" D.I.
@ $
33.50
$ 135,040.00
3, 500.00
1 -
24x18 Red. fig.
@
3 •,500.00
12,500.00
18 -
M.J. x fig. adpt
@
@
700.00
1,300.00
2,600.00
2 -
8 -
18" - 450-M.J.
18" B.F.V.
@.
2,500.00
*
20,000.00
2 -
18x8 Tee fig.
@
1,850.00
3,700.00
2 -
8" G.V.flg.x M.J.
@
800.00
*
1,600.00
1,732.50
110 -
1 -
8" D.I.
8x4 Red. M.J.flg.
@
@
•15.75
275.00
275.00
1 -
4" G.V. fig.
@
400.00
*
400.00
4".-
B.O. assembly
@
400.00
*
1,600.00
1,000.00
1 -
2" Air valve
@
1,000.00
2,250.00
30' -
12" Steel sleeve
@
75.00
4 -
8" Lock tight
@
75.00
300.00
1 -
rubbers
8x6 Red M.J x fig
@
300.00
300.00
2 -
6" G.V. fig.
@
600.00
*
1,200.00
1 _
18x6 Red. fig.
1,200.00
1,200.00
2
- 6" B.O. assembly
@
600.00
*
1,200.00
1,000.00
Pressure test & chlorinate
Total
$ 191,797.50
* M.H.
set to temp grade
only.
M.H. set to final grade
@ $ 250.00
each.
ice.
�I s �5Zj
/=
P.O. BoX1135 / 52275Ave Vatlejo, La Quinta, CA 92253 / Phone 619-564-3535
ONRAY
VN LIMI
TED
Engineering Contractors
Lic. # 184099
July 7, 1995
John Gogian
41910 Boardwalk, A-10
Palm Desert, CA 92211
Re: South Valley Estates
ON SITE WATER
2510'
- 8" D.I.
@ $
1
- 8" Tee
@
3
- 8" G.V.
@
6
- 8" 450 Ells M.J.
@
2
- 8" 22 1/2 ° Ellis
M.J.
@
7
- 8x6 Tees
@
7
- 6" G.V.
@
7
- 6" F.H. dry barrel
@
1
- 1 1/2 " Service
@
25
- 1" Service
@
Pressure
test & Chlorinate
-15.75 $ 39,532.50
300.00 300.00
800.00 * 2,400.00
200.00 1,200.00
200.00
300.00
600.00
1,900.00
450.00
300.00
650.00
Total
* Valve boxes set to temp grade only.
* Valve boxes set to final grade @ 150.00 each.
400.00
2,100.00
4,200.00
13,300.00
450.00
7,500.00
650.00
$ 72,032.50
P.O. BoX1135 / 52275Ave Naffejo, La Quinta, CA 92253 / Phone 619-564-3535
0NRAY VNLIMITED
Engineering Contractors
Lic. # 184099 Cd
t/.75� S�
DAyS
July 7, 1995
John Gogian
41910 Boardwalk, A-10
Palm Desert, CA 92211
Re: South Valley Estates
LIFT STATION
5'X20' Wet well @ $ 200.00 $ 4,000.00
Base pad @ 500.00 500.00
10x'10' Lid @ 700.00 700.00
24" C.I. fuame & cover 300.00
6" Suctiion & discharge 1,200.00
Coating 500.00
Total $ 7,200.00
Total lift station & main 21,867.50
Ray0bartlett
P.O. Box 1135 / 52275Ave Vallejo, La Quinta, CA 92253 / Phone 619-564-3535
6"
FORCE MAIN
830'
- 6" P.V.C.
C-900
@
12.25.
$ 10,167.00
2
- 6" D.I. -
450 Ells
@
150.00
300.00
1
- 18x12 Wye
flg.
@
2,000.00
2,000.00
1
- 18" B.F.
250.00
1
- 12x6 Red.
flg.
@
400.00
400.00
1
- 6" - 900
Ell D.I.
@
150.00
.150.00
1
- 6" G.V.
@
.600.00
600.00
2
- 6" M.J.x
flg. adpt
@
150.00
300.00
Pressure test &
video
500.00
Total
$ 14,667.50
Total lift station & main 21,867.50
Ray0bartlett
P.O. Box 1135 / 52275Ave Vallejo, La Quinta, CA 92253 / Phone 619-564-3535
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OCT 2 01995
PUBLIC WORKS
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