2411NOTE:
With.proper validation
,.`this form constitutes an
encroachment permit
• 4 -
CITY OF IfL•A• QUINTA
APPLICATION FOR -'PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
Yr • . _ -�7 p�F
�►
-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- 1-02-96 Minor Improvement Permit Class IV '
LOCATION OF CONSTRUCTION Tract 23913 - Quinterra Milago Dr., Canterra Dr.
W a Circle, Lati go Dr., Nuevo Dr. -
(Street address or Description of Location) t
` 11 • Construpct street Improvements
PURPOSE OF CONSTRUCTION Sketch (attach construction plans if appropriate)
DESCRIPTIO OFC NST RUCTION Rupndr , crash, curb �' t.er
4S sflown _ on tie, approves p �Ir�s v OF a •its See attached conditions
• 'f= DIMENSION OF INSTALLATION OR REMOVAL
7`SIZE OF'EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL.BEGIN�l—n2«96
..,APPROXIMATE•TIME OF COMPLETION Z:, 1.5 A0i_.
ESTIMATED CONSTRUCTION COST $���
(Including removal'df, 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:
Inxdemnify,•defenYd and save the City, its authorizes' agents, officers, representatives and employees, harmless from and against any and all
1. 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. .y{
.. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. e •�-+.
Comply with°all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of ,the City of
Quinta and to pay for 'any additional replacement necessary as the result .o this work.
IL
Signature of Applicant or Agent �'
Roger Snellenberger b Assoc. .411-865 Boardwalk #212 Palm Desert, Ca i.iy'?766
`Name of Applicant (please print) Business Address- Telephone No.
Simon `Construction 347-5399
Name of Contractor and Job Foreman Business Address Telephone No:
'
B 488234 1858 -
?
Contractor's License No. �`~ a City Business License No. {
2131634
Greenwich Ins. Co. �.
ti *Applicant's Insurance Company Policy Number Illi I
f FEES: SubdiJisiondmprovement Permit --Class 1111
Public`improvements: 3% of estimated construction costs•
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See Ettached schedule
1
Inspection Fee $ • 5816.72
Permit.Fee 10•00
t
Penalty
•
t Cash Deposit -Surety Bond
if required 7
TOTAL: $ 5826.72
Receipt No.
Received by Date
ecorded by
— l
ul
JAN 0 2 1996
PERMIT VALIDATION
PERMIT NO. 24-11
DATE APPROVED 1-2-96 -
EXPIRATION DATE 3-15-96
DATE IS UE -2-96
By
Administrative Authority
TELEPHONE: (619) 564-2246
The following General and Special Provisions are attached to and made a part of Permit No. O� y
GENERAL PROVISIONS
The following shall always apply:
ENROACHMENT 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, spailed, 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 Quinta roads, it shall
be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING S'T'REETS: 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:
NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 49 hours in advance of starting construction.
UIUM' 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.
l�
LTI'II.ITY 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 fine and top of the proposed concrete curb shall be graded to a slope of
1/4 inch to one foot (1').
SGRADE 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.
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 attached drawing.
SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
RIO SOIL S'TERH IZEEL The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications.
W COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of
La Quints. may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quints. 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.
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.
&4/ LIIN1T 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.
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 Quints. 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 ,l 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.
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 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.
S'T'REET 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. 2411
--- SNELLENBERGER & ASSOC./SIMON CONST. ---
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. Any disturbed
areas, shoulders etc. shall be permanently stabilized at the completion of the work.
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 1st 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. Work is allowed on Saturday only
if special arrangements including payment of overtime inspection fee, have been made two (2)
working days prior to the desired Saturday.
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 Cal
Trans Standards. 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 requited 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. 2411 Page 1 of 2
i
SPECIAL CONDITIONS --PERMIT NO. 2411
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.
j 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 approved plan labeled "TRACT 23913
STREET PLAN & PROFILE".
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.
Special conditions.- Permit No. 2411
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r� DEC -14-1995 11:24 ROGER SNELLENBERGER & ASS
P. 02
SC�iiEDULE A
/to
SIMONc0: will furnish a completed turn key project with respect
all remaining off-site improvements, including but not limited to,
all equipment, materials and labor necessary for the completion of
sewer, water, curb and -gutter, asphalt and base for Tract 23913, at
Quinterra, La Quinta CA. per the plans prepared by the following J.F:
Davidson and Associates.
Sewer: $56,754.12
v� water
Streets: $74,472.42
$215,835.80
Total cost $347,062.37
Possible deducts exist for the following:
Sidewalks $1.30 SgFt..
Driveway $1.45 SgFt.
ACceSS•RaMps $250.00 Each
NOTES:
1. EXCLUDES: testing,, p
permits inspection and surveying.
2. All construction water to be furnished by owner.
3. Sewer and water work•does not include any outstanding items
required to "fins:" the existing systems. These items can be
4.
completed on a time and material basis if desired or necessary.
Proposal does not include grading of lots, this can be done on a
time and material basis if desired.
5.. Sub grade to be approved by governing agency for base installation
prior to James E Simon Co. installing -base.
6. Fire hydrants shall meet all requirements and have approval, of all
city and county officials.
7. Progress billings will be made by the first of the month for all.
work performed during that month.
8. Subcontractor may bill up to 95% of water and sewer improvements
until "Final" by CVWD, at which time the remaining 5W will be
invoiced.
9. Subcontractor may bill up to 95% of street.improvements until City
of La Quinta has approved Subcontractor's scope of work. Upon
approval remaining 5% will be invoiced.
10. All -signage, street lights, and stripingby others.'
il. Dry utilities, surveying and all other necessary appurtances to be
done by others is not included.or shown in tenative scheduledated
.,November 20, 1995. These items will directly impact the completion
date and are -the responsibility of the owner/Contractor.
12. ALL MATERIAL IS GUARANTEED TO BE AS SPECIFIED AND MANUFACTURING IN
ACCORDANCE TO GOVERNMENT REGULATIONS
ALL•INVOICES MUST BE APPROVED BY THE CONTRACTOR BEFORE SUBMITTAL TO
OWNER FOR PAYMENT. LABOR AND MATERIAL CONDITIONAL RELEASES 'MUST
ACCOMPANY ALL INVOICES. -ALL INVOICES MUST INCLUDE THE LOT/BLOCK NO.
ALL INVOICES NEED TO BE NUMBERED ORIGINALS, -NO PAYMENTS WILL BE MADE
FROM FAXES OR COPIES.
PLEASE SUBMIT ALL INVOICES TO: ROGER SNELLENBERGER & ASSOC.
41-865 BOARDWALK SUITE 212
PALM DESERT,. CA 92211
Initial
DEC -14-1995 11:25
C nN
T RA
CRS
PROPOSAL _SUBMITTED To ,
ROGER SNELLENBERGER & ASSOCIA
ROGER SNELLENBERGER & RSS
.r...rill-4420,44
JAMES E. SIM®N C®.
,Generai Contractors
Fost Office Box 10990 Indio, California 92202 .
Phone 619/347-5399
INC.
41.885 BOARDWALK, SUITE 212
Cm. SrA1E ANo ZIP co"
PALM DESERT, CA 92211
ARC=ED)AVIDSON
DATE OF PLANS
J. ASSOCIATES, INC. 6-13-89
We hereby submit specifications and estimates for:
PNONf
(619) 777-7766
Fl. 03
CA. LIC, NOS, 518926. 521795 .
QUINTERRA, TRACT NO. 23913
109 LOCATION
LAQUINTA, CA
ADAMS STREET & MILES STREET
11116/95
ITEM # STREETS:
22: 3" A.C. OVER 4" CLASS 11 BASE 58,705 SF
23. 1" A.C. OVERLAY 190,979 SF
24. 6" CURB.& GUTTER 3,710 LF
25. 5' SIDEWALK 37,245 SFS �i) t!!0jS(r
26. CROSS GUTTER/SPANDREL 1,352 SFjq�a
27. ACCESS RAMP 19 EA —qa evk
28. 18' DRIVEWAY 7,452 SF _, TOTAL STREETS:.
$215,835,80
NOTES. 4S/SF
A. ALL ENGINEERING, TESTING, PERMITS, AND SURVEYING BY OTHERS.
B. ALL_ CONSTRUCTION WATER TO BE FURNISHED BY OWNER.
C. ABOVE WORK INCLUDES (1) MOBILIZATION PER CREW, ADDITIONAL MOBILIZATIONS WILL BE,S750.00 EAC
D. FINAL PAY QUANTITY WILL BE BASED ON IN PLACE FIELD MEASUREMENTS.
E. SEWER AND WATER WORK DOES NOT INCLUDE ANY OUTSTANDING ITEMS -REQUIRED t0. "FINAL" THE
EXISTING SYSTEMS. THESE ITEMS CAN BE COMPLETED ON A TIME AND MATERIAL BASIS IF DESIRED.
F. PROPOSAL DOES NOT INCLUDE ANY GRADING OF LOTS, THIS WORK CAN BE
G. ALL INVOICES NOT PAID WITHfN 30 DAY'S OF INVOICE DATE WILL BEAR INM BASIS.
TEREST DONE O
ON A T F
THE RATE OF 1896 PER ANNUM,
H. ALL LEGAL FEES AND EXPENSES INCURRED IN THE COLLECTION OF MONIES OWED WILL BE THE
RESPONSIBLITY OF THE OWNER, .
Contractors are required by taw to be licensed and regulated by the Contractors' State License Board. Any questions
concerning a contractor may be referred to the registrar of the board whose address is: Contractors' State License
Board.— 3132 Bradshaw Rd., Sacramento, CA 95827.
op11rapasP hereby to furnish material and labor — complete in accordance with above specificatiolig;.1-1 h . of:
or
ayment to a ma a as ollows: - do r
PA
DING SEN TIV ECEI
Q INtrrllr`F Ry tNF 2STW of Tu Ponrlr,
All material is auarantcgo to be as Specified. All 'aork td oa cOlMpleted in a %orkmantrko ' "•
manner according to standard praetieea. Any alteration or deviation from above svecifica• Authorized
tions involving extra Costa Will be executed only upon written ordprs. and will btcome an Signature
ektro charge over and above the estimate. All agreements contingent upon Strikes, accidents
or delay beyono our control. Owner to carry fire, toinedo and other necesaery insurance. 3 JON M. ROESSLER
Note: Thi propose! may be
Our wofkera arc fyity covered by Workman's Compensation insurance. withdrawn by us if not acCepted w'thm 1 5
_ days.
Arrepianre of Proposal- The Above prices, specifications
and conditions are satisfactory and are hereby accepted. You are authonZed Signature
to do the work as specified. Payment will be made w outlined above.
Oat* of Acceptance: Signature
DEC -14-1995 11:26 ROGER SNELLENBEE(RF7 �GER & ASS
b F? Lzt[tbI
JAMES E. SIIMON OO -
CONTRACT RS General Contractors
Post Office Box 10990 Indio, California 92202
a Phone 519/347-5399
PR0Dog,11, sUBMITTED TO
& ASSOCIATES,
PHONE
(819) 777-7766
108 NAME
P. 04
of L
CA. LIC. NOS, 518926. 521795.
DATE
k4:17_825"0
1-865 80ARDIIIALK, SUITE 212 QUINTERRA, TRACT NO. 23913
CITY, 171CAPI, ZIP COOE ,
!OB LOCATION
PALM DESERT, CA 92211 LAQUINTA, CA
ARCHITECT
OATS O PPkANs
J. F. DAVIDSON ASSOCIATES, iNC, 6-13 89 ADAMS STREET &MILES STREET
we hereby submit
sDecil'rcations and estimates for:
FURNISHING ALL LABOR, MATERIAL, AND EQUIPMENT TO COMPLETE THE FOLLOWING ITEMS:
ITEM # SEWER:
1. 8" V,C.P, MAIN
2. 4" V.C.P. LATERAL
3. 6" V-C.P, CLEANOUT
-4. MANHOLE
S. ADJUST CLEANOUT TO GRAVE
6, ADJUST MANHOLE TO GRADE
1,705 • LF
43 EA
3 EA
4 EA
9 EA
19 EA TOTAL SEWER: +
$56,754,15
W7 Propo8P hereby to furnish material and labor —Complete in accordance with above, specifications, for the sum of:
?ayment to be ma,1e as follows: dollars ($
All material is lJvaranteed to be as specified. All w0rk to be 40Mpleted in a-Orkmanhko
mahhlr according to standard practices. Any alteraiicn or deveatlon from aDOv! apecifica,
11011S involving extra .osts w,ll be executed only vPon wl. Item orders, and will become an
extra charge over and above the estimate. All agfeemer(6'i"Ptinjent upon strikes, accidents
or delays beyond our control. owner to carry tire, tornade and other necessary insurance,
Our workers arc fully covered by Wortmem's Compen6etlon*Insurance.
Arapunn, of f roposAl —The above prices, specitications.
and conditions are satisfactory and are hereby accepted.. You are authorised
to do the worts as specified. Payment will be made as outlined above.
Date of Acceptance:
Aut honied
Signature
Note: This proposal may be .
withdrawn by us if not acce0ted within days.
Signature -
Signature
TOTAL P.a4
WATER;worry
?�I y72.'tZ
7.•
8.
12 " D.I.P. MAIN
8" D.I.P. MAIN
170
LF'CaTra
L 1312210. 57
9.
12" X 8" CROSS
1,580
1
LF
EA
10.
11.
12" GATE VALVE
12" X 6" REDUCER
3
1
EA
EA'(ryAG�
�' OfvZ ,�1
�o�a� 3 1
12.
13.
14.
8" 45 BEND
8" 22 1/2 BEND
8" 1 1 1/4 BEND
3
1
EA
EA
_ l 51 2L� 5%
INgT��/yv I
1
EA
1
15.
16,
8" X 6" REDUCER
8"
3
EA
8 0
TEE
1
EA
S7ry75 ¢fZ15,83$':
17. .8"
18.
GATE VALVE
6'` BLOWOFF ASSEMBLY
5
1
EA
EA
3o/G I5o1� _ �/Sp0
19.
1 " WATER SERVICE
43
EA
72
20.
6" FIRE HYDRANT ASSEMBLY
5
EA
paQ 2 S 4- 11Isb
21.
Contractors
ADJUST WATER VALVE TO GRAPE
are required bylaw to be licensed
60
and
EA
TOTAL WATER:$ZC�.Z 2
W56--b-1
regulated by the Contractors' Stale License B,222.42
oard An uestions
a contractor may be re=erred to the registrar of the board whose address
Board — 3132 Bradshaw Rd., Sacramento, CA 95827.
is: Contractors' State License
W7 Propo8P hereby to furnish material and labor —Complete in accordance with above, specifications, for the sum of:
?ayment to be ma,1e as follows: dollars ($
All material is lJvaranteed to be as specified. All w0rk to be 40Mpleted in a-Orkmanhko
mahhlr according to standard practices. Any alteraiicn or deveatlon from aDOv! apecifica,
11011S involving extra .osts w,ll be executed only vPon wl. Item orders, and will become an
extra charge over and above the estimate. All agfeemer(6'i"Ptinjent upon strikes, accidents
or delays beyond our control. owner to carry tire, tornade and other necessary insurance,
Our workers arc fully covered by Wortmem's Compen6etlon*Insurance.
Arapunn, of f roposAl —The above prices, specitications.
and conditions are satisfactory and are hereby accepted.. You are authorised
to do the worts as specified. Payment will be made as outlined above.
Date of Acceptance:
Aut honied
Signature
Note: This proposal may be .
withdrawn by us if not acce0ted within days.
Signature -
Signature
TOTAL P.a4