4245NOTE'r`,o
Withproper validation
this form constitutes an
encroachment permit
CITY OF
APPLICATION
LA QUINTA
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
9/a4/04 Subdivision Improvement Permit — Class III
DATE: Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION The Estates at Point Happy TM31348
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Rough Grading Only Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION .See Plan Set No. &'At13
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 9/30/04
rC1TjY0FLAQ9UL1NTA
APPROXIMATE TIME OF COMPLETION 10/8/04 EP 2 9 2004
ESTIMATED CONSTRUCTION COST $ 413,914.00
(Including removal of all obstruction, materials, and debris, backfilling, com
ANCE E.
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.
Signature of Applicant or Agent
P.H. Ranch LLC 78370 Hwv 111 #200 La Ouinta 92253 (760) 771-1755
Name of Applicant (please print) Business Address Telephone No.
Demo Unlimited 81750 Ave 50 Indio. CA. 92201 (860) 337-5884
Name of Contractor and Job Foreman Business Address Telephone No.
4733288C21 "' 01546
Contractor's License No. City Business License No.
a<.�a✓:.,-rS130388195502
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 $ 12,420.00
Permit Fee 100.00
Penalty.
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No
1,000.00
$-.13,520.00
Received by Date
Recorded by
.7
i�,
rdl r y
PERMIT VALIDATION
PERMIT NO. 9 Z• L! S
DATE APPROVED 1 ` 9 ` 2i'l
EXPIRATION DATE cl 05
DATE- ISSUED
Administrative Authority
r
Telephone: (760) 777-7075'
City of La Quinta •
` The following General and Special Provisions are attached to and made a part of
Permit Number 4245
The following.shall always apply:
ENCROACHMENT ON.PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's 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.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with.smoother-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 operation 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"j of A.C. surfacing plus appropriate seal coat 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 City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure'to include 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 OPERTATIONS: 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.
® R1 NOTIFICATION: Permittee shall be notified the City at (760) -777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE:. (Substructures) Prior to making any excavations 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.
® II 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 ( N/A " ) inches of A.C. paving placed on.( " N/A" ) inches of ( " N/A " ) aggregate sub -base course having an
"R" value of not less than (" N/A") and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth 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 (" N/A ") 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 two and a half inches (2 Y:")'of A.C. paving'on ("N/A") of class ("N/A" )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions. shall be assured and maintained at all
times.
❑ • R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
Citv of La QUinta
® R11 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 or 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 included shall be completely tied out so they may be readily and correctly, .
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 clearance.
❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut 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 or 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 one -thousand feet (1000') 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 and adequately consolidated backfijl. Ant 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 on lifts not greater than
three feet (T) and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) 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 not be less than ninety percent (90%) 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 continuos:
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at test intshaervals
forwarded tot the City
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy
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.
® 11119 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 CityEngineer for approval and filed prior to making permanent repairs,.
Compaction tests shall be made as outlined in Sections 6.3.001 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 two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or 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 ('" N/A *') inches of A.0 surfacing placed on
a (" N/A") inch (" N/A " ) aggregate base shall be placed no later than (" N/A'*) 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 street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
❑ R24 TREE RELOCATION OR REMOVAL: Tree relocafion 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 permitte 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 it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
removal shall be backfilled and compacted to not less than ninety percent (90%) or
Large holes resulting from tree
the greater compaction as determined by the impact or field method.
equivalent tot the surrounding ground, whichever is
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
PERMIT NO.4245
The Estates at Point Happy / Rough Grading / Tract No. 31348
In addition to the standard permit conditions, the following. shall apply:
1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard'Specifications For Public
Works Construction (SSPWC) and as directed by and to.the satisfaction of the City Engineer.
2. P.H. Ranch, LLC, hereinafter referred to as "Permittee", shall be responsible for providing continuous
dust and erosion control, see Plan Set.No.04024.
3. Prior to performing construction work or closing any lanes, the permittee shall call the City at (760)
777-7089 and request an appointment for a preconstruction meeting with the City Inspection staff.
4. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee
shall inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site.
5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, -if required.
6. Pursuant to Section 6.08.050.of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the
work site, the Pennittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. .
Saturday 8:00 a.m. to' 5:00 p.m.
May 1st to September 30: Monday -Friday 6 00 a:m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
7. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m.-3
p.m. Traffic control shall be setup after, 9 a.m'. and removed before 3 p.m. The Permittee shall contact
the. Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at
the intersection is to be altered in any way.
•8. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private street
and for any damage to other Citystreets or facilities, as a result of work performed under this permit.
l
Special Conditions ,
Page 1 of 5
i.I
PERMIT NO.4245
The Estates at Point Happy / Rough Grading / Tract No. 31348
-9. Pursuant to Section 14.16.250 of the La Quinta Municipal Code. (Ordinance 10 § 1 (part), 1982);
advance warning signs'and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan shall be prepared in accordance.with the WATCH Manual and submitted to the City for
review and °approval one (1). week prior to starting any construction. It shall be the Permittee's
responsibility to appropriately detour and barricade all construction sites.
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street"
Closures shall not be permitted: A minimumpf two (2) travel lanes of paved surface shall be
maintained at all times.
f 10. Prior to,excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of, anticipated
excavation which impact City facilities,. including but not limited to traffic•signal conduits and loops,
imgation lines, electrical conduits, and storm drain facilities.
11. 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.
,12. \ Pursuant to 'Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982);
backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition
of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner, prescribed herein, is achieved.- Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to'provide appropriate•geotechnical supervision, testing, and inspection, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the. City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. , Backfill materials shall be. brought to or maintained at 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 in through progress testing on the stockpiles.
Page 2 of 5
Special Conditions
PERMIT NO.4245 L
The Estates.at Point'Happy / Rough Grading / Tract No. 31348
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 +
depth of the lift is compacted.- taken within the lifts; to ensure that the full acted.- Upon satisfactory p P
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.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
13. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of the' City -Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that
which can not be backfilled in the same day. -Excavated trenches'shall not be allowed open overnight,
however, Permittee may leave a -length of excavated trench, not to exceed twenty (20) feet in length,
open overnight at a point where construction will begin the next day, provided that this length of trench
is completely covered by steel plating. '
14. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
15. -Access and egress to all local properties shall be maintained at all. times.
16. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
` A. , i Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and
Page 3 of 5
Special Conditions _
PERMIT NO.4245
The Estates at Point Happy/ Rough Grading /Tract No. 31348
B. Permanent pavement replacement.structural section, within all trenches, shall be 1" thicker than
existing'of asphalt concrete over the same existing thickness of crushed aggregate base or crushed'
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior.to installation. .
C. Permanent pavement replacement. shall be installed using a City approved 3 4" max medium
asphalt concrete as the base course lift and a City approved'/2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation 1'ocated adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
`and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt. concrete mix. The width of the cold milling area shall be as follows:
• For longitudinal, trenches located in a parking lane: three .(3) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane. line striping, whichever is greater.
• For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. " If grinding and capping operations are not performed in the same day as base paving operations,.
the base course lift of 3/4" max�medium asphalt concrete shall be installed from saw -cut edge to
saw- cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be .
replaced in kind .by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic ' signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth; consistent,' and shall conform to the surrounding grades.
Page 4 of 5
Special Conditions �"
PERMIT NO. 4245
'`The Estates at Point Happy / Rough Grading / Tract No. 31348
17. Permittee shall permanently, stabilize: any and all soil that was disturbed as a result, of work performed
under this permit with an approved dust control, treatment. Soil stabilization shall be done immediately
after completing the operation.
'18. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1(part), 1982) the City
has designated certain city streets as Truck Routes:. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants
permission to use the street to deliver street construction materials and/or equipment.
19. The City of La Quinta reserves the right to revoke, suspend onvoid this permit at any time.-
20. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
delay' "costs, costs or expenses in law or equity that may arise out of work under this permit.
I
i
Page 5 of 5
Special Conditions
ti .
09/24/2004 FRI 16:10 FAX 760 7777155 City of La Quinta Pub.Wk 2002/003
K.
PUBLIC WORKS DEPARTMENT .
_ -- APPLICATION FOR PERMT
Date: CtZL( —OLA
Purpose of Construction:. IR40 ", �
Dimension of Installation or Removal -
Approximate Construction Start Date:
Approximate Construction Completion Date: •
Estimated Construction Cost: $. y 1 ?� 1 y ,� J
P.stitnated co-tuction Cost sball inctudc tiro romovat of dU obenuctigns, PM=d8L% and dobris, back -tilling, compaction and
Plug Pert =Md resurfacing and or replacing improvements
• • . Contact Name: _ •- .
Phone Number. Z6 77/ /%SJcS
Name of Applican
Applicant Address:
Applicant Telephone Number:
Name of Contractor: 0 /-&VL,
Contractor Address: (� �j D
Contractor Telephone Number: 00 ,
Contractor State License Number: 7
Contractor City Business License Number:
► A CO Y O CURRENT INSURANCE CERTIFICATE MUST RE PROVMF.D-4
Applicant or.Contractor General iability Insurance Company:
0 v l�
,A.pplicant.or Contractor General Liability Insurance policy Number:
Office Use Only.
Inspection Pee: .
Z. ZO.. J
Permit Fee;
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As-Bwit 7
Dcposie
I (7 L) 0,
Dust control
Deposit:
Credit
Anwunt:
11MAI,FEE DUE:
13 2
Office use,Only
Assigned permit Number:
Approval Daw;
Expiration
Date:
bs ue
Date
Administrative Authority:
-1
ar•I1. 2004 10.54AM DEMO UNLIMITED No•5561 P. 4
Emenw: Z4UUJ ZDEMOUNL
ACORD- CERTIFICATE OF LIABILITY INSURANCE.
01129104°"Y"'
PRODUCER
THIS. CERTIFICATE IS ISSUED -AS A MATTER OF INFORMATION
HRH Insurance Services of
ONLY AND CONFERS NO RiGHTS.UPON THE CERTIFICATE
Southern Calif LIC#0684503
77-564 Country Club Dr., #401
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Palm Desert, CA 92211
INSURERS AFFORDING COVERAGE
NAIC #
INSURED
Demo Unlimited Inc Et Al
81750 Avenue 50
Indio, CA 92201
INSURER& Steadfast
S&C
INSURER B:. State Fund
INSURER L- Travelers •'
INSURER D:
INSURER E: '
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO 7HE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR '
MAY PERTAIN, THE INSURANCE AFFOROED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS,
L7R
NSR
TYPEOFINSURANC5
POLICYNUMBER
POLICY. FF C
LICE N
LIMITS
A
GENERAL LIABILITY
SC0388195502
12/16M
12/16/04
EACH OCCURRENCE
$1 000 000
X COMMERCIALGENERALUABILITY
0 GE TO RENTED
s50000
CLAIMS MADE N OCCUR
MED EXP (Any one person)
$0
PER80NAL4,ADV IWURY
S1,000,060
t
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OCP
GENERAL AGGREGATE '
s2,000,000
-
GENT AGGREGATE LIMIT APPLIES PER:
PRODUCTS.- COMPIOP AGG
s2.000.000
POLICY Irgr LOC
AUTOMOBILE
LIABILITY
'
COMBINED SINGLE LIMIT
$
ANY AUTO
(Ea accident)
BODILY INJURY
$
ALL OWNED AUTOS
SOHEOULED AVT08
(Per person)
BODILY INJURY
• '
$ - - +
HIRED AUTOS
NON-0wNEDAlfT0.5'
(Per accident)
'PROPERTY DAMAGE
S
'
(Per accidentl
MRAOE LIABILITY
AUTO ONLY - EA ACCIDENT
S
OTHERT'HAN' EAACC
$
ANY AUTO
8
AUTO ONLY: AGG
EXCESS1UMBRELLA LABILITY -
EACH OCCURRENCE
$
OCCUR a CLAIMS MADE
AGGREGATE
S
S.
$
DEDUCTIBLE
S
RETENTION S
B
WORKERS COMPENSATION AND
0466942103
01/01/04,
O1/O1/O5
TH-
HlCSLIMITS TATU+ rR
EMPLOYERS' LL"IUTY
E.L. EACH ACCIDENT
E1 OOO 000
ANY PROPFJBTOPJPARYNERiEUECVTIVE
E.L.PIZIWE - EA EMPLOYEE
$1 000000
OFFICERIMEMBERE(CLUDED
rcyyea deecnbe under
SPECIALPR VI^I N8 Ow
EL.OISEASE-POLICY LIMIT
-
S1 OOO OOO
C
OTHER Equipment
QT66031SE2136
12/16/03
12/16/04
Leased/Rented $275,000
Scheduled $1,722,017
DESCRIPTION OF OPERATIONS I LOCATIONS /.VEHICLE$/ E71;CLU5ION0ADDEQ BY ENOORBENIENT1 SPECIAL PROVISIONS ,
Certificate holder is named-a's additional insured and loss payee as
pertains to leased equipment by our insured.
10 days notice of cancellation for nonpayment of premium.
I:tK11rIl,.AIt HULDtK UANGELLATIUN
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
• DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MA 1. 30 DAYS WRITTEN '
e
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE To OO SO SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER; ITS AGENTS OR
+ REPRESENTATIVES.
t. AUTHORIZED REPRESENTATIVE - .
CORD 28 (2001108) 1 of 1 #5103474/M96968 2KCOL 0 ACORP CORPORATION 1988
LICENSE #0684503
s
09/24/2004 FRI 16:10 FAX 760 777-7155 City of La Quinta Pub,Wk
— `� v■�, VVG7
Tract No. M48
The Estates at Point Happy,
2003/003
16y2�.2y
red: 5e0.16, 2004
2004
n�pYB�N
GRADING SMTAAM
41l IANTITY UNIT UI
EXCAVATION
IMPORT
115,555
1 CY
$
' 1,50
CONST. 1/4 TONx12° DEEP RIP -RAP ENERGY DISSIPATOR
3 ,
Cy
$
.
5.75
CONST. 3"-A.C. OVER 3" A.B.'
03
SF
$
15.00
CONST. 6"A.C. BERM
-5.105
SP
$
1.20
CONST. 5' WIDE x 6" THK. CONC. SWALE'W% 6x6-10x10
335
LF
$
6.7.5
W.W.M_
INSTALL 6" PVC (SCH 40) DRAINPIPE
1,575
LF
$
10.00.•
'INSTALLS" NDS ATRIUM GRATE MODEL NDS-90 OR EQ,
7280
LF
$
14.00
ESA
$
250.00
TOTAL, ESTIMATE
GRADING
ONSITE STORM DRAIN
QuAWTITY
COST
17.3,334
100,112
14,250
6,126
2,261
15,750
10,080
2,000
413,914
'
UNIT
UNIT PRICE
COST
CONSTRUCT 18" RCP STORM DRAIN: '
CONSTRUCT 24- RCP STORM DRAIN"
188
LF
$
40.00
7,520
CdNSTRUC:T 30" RCP STORM DRAIN,
454.
LF
$
60.0.0
22,700 .
,
CONSTRUCT 42" RCP STORM DRAIN.
.355
LF
$
75.00
26,850
CONSTRUCT 48" RCP STORM DRAIN.
272
LF. '
$
105.00
28,560
CONSTRUCT 54" RCP STORM .DRAIN.
302
LF
$'
125.00
.37,750
37,750
CONSTRUCT MANHOLE PER CITY OF LA QUINTA STD, 340
1,154
LF
$
145.00
CONSTRUCT TRAN. STRUCTURE PER CITY OF LA QUINTA
4
$
4,500.00 :•
18,000
STD. '354
CONST. CURB INLET CATCH BASIN PER CITY OF LA QUINTA
5
EA
$
3,000.00
15.000
STD. 300 (W=4')
CONST, CURB INLET CATCH BASIN PER CITY OF
5
EA
$
4,600.00
22,500
LA QUINTA
STD.1,300 (W=7')
'—CONST. CURB INLET CATCH BASIN PER CITY OF LA QUINTA
1
EA
$
5,500.00
5,500.
STD. 300 (W=10')
CONST. CURB INLET CATCH BASIN PER CITY OF LA QUINTA
- 1
EA
$
6,500.00
6,500
STD. 300 (W=21')
CONST. 48". CMP RISER
2
'EA
$
8,600.00
17,000
CONST. 36" CMP INLET TYPE'X PER RCFC STD'CB108
2
EA
$
2,000.00
4,000
CONST. •CONC. WING HEADWALL
2
EA
$
1,500.00
3,000.
CONSTRUCT MANHOLE PER CITY. OF LA QUINTA STD. 342
1
EA
$
3,500.00
3,500
1
EA
$
5,500.00
5,500
TOTAL ESTIMATE ONSITE STORM DRAIN FACILITIES
391,210
Stanley C. Marne
Gary W. bokieh
78-900 Av■nve 47
VOICE.
760-f71.401�
l.R: ^Sk; "
p Sehulfx...
sou. Zoe
TAX:
760.7)1-4073
8:\516U210ES1180Np EST 7R31348.x1s
., •..::
•, �" Q�i"ro, CA 92280. IMAM
md■laqul"lo@iedlcun■vlllno."el
"'
O: ED ALDERSON POINT HAPPY,RANCI�, LLC
FAX: 760-771-0202
ITEM: ROUGH GRADING PERMIT TOTAL COST
ROM: DATE: FRIDAY,
AnthonyGolamssi,, SEPTEMSER 24, 2004
Assistant Engineer I
' CONSTRUCTION DEFICIENCY FORM.
This foam -documents deficient construction and the requirements to bring deficient items of construction into
conformance with the requirements of the City of La Quinta.` Copies of this form will be delivered to the
project owrier; � developer, subdivider, or designee. Failure to `correct construction deficiencies will prevent -City
acceptance of the work, release'of any or all improvement securities, and may require the City to assume
responsibility, for completion of -all -required improvements -as authorized by the improvement agreement
,governing the work. ,
The contractor and the developer/owner assume all responsibility and costs associated with the removal and
' rr replacement of improvements not meeting the requirements of the City of La Quints.
` . Development Name: C' ES� ' D.I.N.(Tract No.):74-4-3/3 �$
Contractor: 4K:?Z)A1'6 �� Foreman: ' /2Z 710 - 5/5-7-ja331 Permit No.: '964�S
7774 - 3/ 3 AS
DEFICIENT WORK
11 GRADING „ E STORM DRAINAGE IMPROVEMENTS
ON SITE STREET IMPROVEMENTS GENERAL SITE IMPROVEMENTS
DOFF -SITE STREET IMPROVEMENTS .0OTHER
/ -, �1-
SceX�Jt. cL7oe -�. 7�Gl,e�?o b ,o-rijolL7�se1- lam'sec- w/6'eG'c-.J cSe •.�,
All construction activity shall cease until deficiencies as noted hereinabove are corrected as•directed by the
City of La Quinta. Contractor and developer/owner acknowledge that all work completed after receipt of this
construction, deficiency form'is considered "at risk" and subject to removal upon demand by the Public Works
Department if found to be unacceptable.' Construction deficiencies will not be considered corrected until Page
2 of this form"i's'attached hereto and has received the Inspector's approval and the Public Works Department's
certification. ,
Contractor:
Contractor's Signature Date Ti le(i.e. Superint dent, foreman, etc.)
Public Works Inspector:
Public Works Inspector Date
CONSTRUCTION DEFICIENCY FORM' C:\WP\FORMS\F044.WP 12/98 REV-O Page 1 of 2
WHITE COPY - OWNER YELLOW COPY - CONTRACTOR . PINK COPY - INSPECTOR GOLD COPY - PERMIT FILE
t,
" r CONSTRUCTION DEFICIENCY FORM.
This form documents deficient construction and the requirements to bring deficient items of construction into
conformance with the requirements of the City of La Quinta. Copies of this form will be delivered to the
project owner; developer, subdivider, or designee. Failure to correct construction deficiencies will prevent -City
acceptance of the work, release of any or all improvement securities, and may require the City to assume
responsibility for completion of all required improvements as authorized by the improvement agreement
' governing the work.
�I
The contractor and the developer/owner assume all responsibility and costs associated with the removal and
replacement of improvements not meeting the requirements of the City of La Quinta.
Development Name: �q/nl /Z6P_. D.I.N.ITract No.):-74-4-913'/Pi
� f -
Contractor:Foreman: 21AAP71fo-'Vi 7-,b&51 Permit No.:
DEFICIENT WORK
GRADING STORM DRAINAGE IMPROVEMENTS
11ON 'SITE STREET IMPROVEMENTS 4GENERAL SITE IMPROVEMENTS
❑ OFF -SITE STREET IMPROVEMENTS
❑ OTHER
DESCRIPTION _
6",2 (.Se4Xe_ 1 / 1.1G' 4 ri fe '. ) r c_,� -•
Cr M l� .Jli /24.) G - <- - rara� // ; -L/-S J,•r`I /x lo_AL ..)
.*30 AW .- e-),d-y
si4 /�l.�L' �r iAL /�� E•1 / L��GPJ i Z>LC`�.. Ears )" �a �r7,r�a? / C �.' Lr .;) ��.,eCc'"L. t!{�.! /L�Y,1�._ �!C"�at �
All construction activity shall cease until deficiencies as noted hereinabove are corrected as directed by the
City of La Quinta. Contractor and developer/owner acknowledge that all work completed after receipt of this
construction deficiency form is considered "at risk" and subject to removal upon demand by the Public Works
Department if found to be unacceptable. Construction deficiencies will not be considered corrected until Page
2 of this form is attached hereto and has received the Inspector's approval and the Public Works Department's
certification.—
Contractor:
Contractor's Signature
Public Works Inspector:
Date Tit'le(i.e. Superintendent, foreman, etc.)
Public Works Inspector Date
CONSTRUCTION DEFICIENCY FORM C:\WP\FORMS\F044.WP 12/98 REV-0
WHITE COPY - OWNER YELLOW COPY - CONTRACTOR PINK COPY - INSPECTOR
Page 1 of 2
GOLD. COPY - PERMIT FILE
1 ,
DAILY CONSTRUCTION
0 REPORT
7. DATE
cF�t OF' S M T W TH F S
DAY
it WEATHER
Project 10/
Job No. o TEMPERATURE
Client'
Contractor WIND
Project Mgr /yf/� /
HUMIDITY
Brite
Clear
Overcast
Rain
Snow
To 32
32-5
50-70
70-85
85 up
Still
Moder
High
Report No.
Dry
Moder'
Humid
AVERAGE FIELD FORCE -
Name of Contractor
ff/o/1�.���
Non -Manual
Manual
Remarks
VISITORS
Time
Representing
Representing
Remarks
•UIPMENT AT THE SITE
Owl
All
��.
Distribution: 1. Project Manager
2. Field Office
3. File
4. Client
F:\pwdept\staff\fu Ile Ai nspections\Da ilyCon st
Page I of Pages
By: Elden Smith Title Inspector
,• / �:
WEATHER
Project
L
Job No.
"'
TEMPERATURE
Client p
-,_
Contractor
WIND
Project Mgr 41
HUMIDITY
DAILY CONSTRUCTION
REPORT
- _ DATE
cFnf of ri9.. S I M I T I W ITHI F I S
DAY
Brite
Clear
Overcast
Rain
Snow
To32
32-50
50-70
70-85
85 up
Still
Moder
High
Report No.
Dry
Moder
Humid
FORCE
FAVERAGEELD
Name of Contractor
Non -Manual
Manual
Remarks
Representing
Representing
Remarks
EQUIPMENT
AV-
uistrinunon: t. rroject manager
2. Field Office
3. File
4. Client
F:\pwdept\staff\fuller\inspections\DailyConst
By: Elden Smith
Page 1 of Pages
Title Inspector
DAILY CONSTRUCTION
REPORT
DATE
��� of •�04' . 1S1M1T1W1T1.F
S
DAY
'WEATHER
Project
/ 4
Job No..
— TEMPERATURE
Client
Contractor
-
WIND
Project Mgr_
_ Z11,11ew : -
` HUMIDITY
Brite
Clear
Overcast
Rain
Snow
To 32
32-50
50-70
70-85
85 up
Still
Moder
High
Report No.
LDry±ModerLHumid
AVERAGE FIELD FORCE
Name of Contractor
Non -Manual •
Manual
Remarks.
VISITORS
Time
Representing-
Representing
Remarks
ution: 1. Project Manager
2. Field Office Pagel of Pages
3. File
4. Client By: Elden Smith Title. Inspector
F:\pwdept\staff\fullerMnspections\DailyConst
CONSTRUCTION
° REPORT -
DATE
OF T9 I'S I M T I W TH F S
DAY i
WEATHER
Project
Job No. — TEMPERATURE
Client _ -
Contractor - WIND.
Project Mgr z i J �e�
• HUMIDITY
Brite
Clear
Overcast
Rain
Snow
To 32
32-50
50-70
70-85
85 up
Still
Moder
High
Report No.
Dry,
Moder
Humid
AVERAGE FIELD FORCE
Name of Contractor
Non -Manual
Manual
Remarks.
VISITORS
Time
Representing
Representing
Remarks '
EQUIPMENT
.290 SWIM,
. c.. Z� �!®®iiiii� I _
Distribution: 1. Project Manager
1
2. Field Office Page 1 of Pages
3. File
4. Client By: Elden Smith Title Inspector
• F:\pwdept\staff\fuller\inspections\DailyConst .
DAILY CONSTRUCTION
°� REPORT.
r DATE Q3— n:2 — OXS
OF �9� S T I W ITHI.F S
DAY
- WEATHER •
Project ;;�,,d 44nnei
Job No.
TEMPERATURE
Client
Contractor
WIND.
Project Mgr
HUMIDITY
Brite
Clear
Overcast
Rain
Snow
To 32
32-50
50-70
70-85
85 up
Still
Moder
High
Report No.
Dry
Moder
Humid
AVERAGE FIELD FORCE
Name of Contractor
Non -Manual
Manual
Remarks.
VISITORS
Time
Representing
Representing
Remarks
EQUIPMENT AT THE SITE
'CONSTRUCTION
MAP
_4i/
1bution: t., Yroject Manager
2. Field Office
3. File
4. Client
F:\pwdeptlstaff\fulleNnspections\DailyConst
By: Elden Smith
Page 1 of Pages
Title Inspector
DAILY CONSTRUCTION,
0� REPORT '
DATE
DAYS M . T W THI. F S
tl
WEATHER
Project
Job No.
TEMPERATURE
Client
Contractor
WIND
Project Mgr
HUMIDITY
Brite
Clear
Overcast
Rain
Snow
To 32
32-50
50-70
70-85
85 up
4
Still
Moder
High
Report No.'
Dry
fer
Humid
AVERAGE FIELD FORCE ,
Name of Contractor
Non -Manual
Manual
A/l7 A
Remarks.
r
VISITORS
Time
Representing
Representing '
Remarks
upon: t. Froject Manager
2. Field Office Page I of Pages.
3. File
4. Client, By: Elden Smith Title Inspector
F:lpwdept\staff\fulleNnspections\DailyConst
DAILY CONSTRUCTION
' REPORT
I DATE 0,2-- !%
1 S M I T W I T17JF7 S1
DAY
WEATHER
Project
Job No.TEMPERATURE
Meat IG /..._ii_-•
Contractor s - - - - WIND
Project Mgr E,,
HUMIDITY
name or Lzntractor - Non -Manual Manuel Remarks
VISITORS
Time Representing Representing Remarks
L - - - I
DiwibWiw; 1.8rojocthLwbor
1. Field office
3. File
4
F.lpvrc f%'ut w4wr nsp•cGons\DailyConst.xls
Puge t of Pages
By Tiile
CONSTRUCTION DEFICIENCY FORM.
This form documents deficient construction and the requirements to bring deficient items of construction into
conformance with the requirements of the City of La Quinta. Copies of this form will be delivered to the
project owner, developer, subdivider, or designee. Failure to correct construction deficiencies will prevent, City
acceptance of the work, release of any or all improvement securities, and may require the City to assume
responsibility for completion of all required improvements as authorized by the improvement agreement
governing the work.
The contractor and the developer/owner assume all responsibility and costs associated with the removal and
replacement of improvements not meeting the requirements of the City of La Quinta.
GRADING
ON -SITE STREET IMPROVEMENTS
❑ OFF -SITE STREET IMPROVEMENTS
D.I.N.(Tract No.): , )3 1 8
Foreman: 11//llll � Permit No.:
DEFICIENT WORK
STORM DRAINAGE IMPROVEMENTS
GENERAL SITE IMPROVEMENTS
❑ OTHER
DESCRIPTION
R_f ,G�v .�` .'i� Ai".
�.1 ��A�.fi� 0�
.N �/ I �L. ,�F/'..��'%A JI�'�d9,f�� F�.C':% ��i/7 A♦
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�► � �'PI' Ir,t"�
I
All construction activity shall cease until deficiencies as noted hereinabove are corrected as directed by the
City of La Quinta. Contractor and developer/owner acknowledge that all work completed after receipt of this
construction deficiency form is considered "at risk" and subject to removal upon demand by the Public Works
Department if found to be unacceptable. Construction deficiencies will not be considered corrected until Page
2 of this form is attached hereto and has received the Inspector's approval and the Public Works Department's
certification.
Contractor:
Contractor's Signature
Public Works Inspector:
Date
Title(i.e. Superintendent, foreman, etc.)
w r
Public Works4lnspector Date
CONSTRUCTION DEFICIENCY FORM C:\WP\FORMS\F044.WP" 12/98 REV-0 Page 1 of 2
WHITE COPY - OWNER YELLOW COPY - CONTRACTOR PINK COPY - INSPECTOR GOLD COPY - PERMIT FILE
I DAILY CONSTRUCTION
REPORT
I DATE
p I M T W TH S
DAY
Project -WEATHER
Job No. TEMPERATURE
Meat _
Contractor WIND
Project Mgt Zf `°A/
HUMIDITY
Non -Manual Manual
Representing
Brite
Clear
Overcast
Rain
Snow
To 32
31-50
50-70
70.85
85 up
Still
Moder
High
Report NO.
Dry
Moder
Humid
Remarks
Remarks
1. Field Office
3. File Page l of Pages,
4 C�tor�t
F:�rciept18ta0Nullarlinspec6orls\DailyConst.xls By: - Title'
DAILY CONSTRUCTION
REPORT
v DATES
cF oa9 S M T. I W I TH F S
DAY
/ WEATHER
Project / t L ,O
Job No. TEMPERATURE
Client
Contractor WIND
Project Mgr 7M`
HUMIDITY
Brite
Clear
Overcast
Rain
Snow
To 32
32-50
50-70
70-85
85 up
Still
Moder
High
Report No.
Dry
Moder
Humid
AVERAGE FIELD FORCE
Name of Contractor
Non -Manual
Manual
Remarks
VISITORS
Time
Representing
a Representing
Remarks
EQUIPMENT
• �j ,
CONSTRUCTION ACTIVITIESRWAF� IT
/ A EW
r.�./ems I A"
Distribution: 1. Project Manager
2. Field Office Page 1 of Pages
3. File
4.. Client By: Elden Smith Title Inspector
F:\pwdept\staff\fu Ile r\inspectio ns\Da i lyConst
DAILY CONSTRUCTION
REPORT
DATE
1 WEATHER
Project
Job No. TEMPERATURE
Client
Contractor WIND
Project Mgr_ i "
HUMIDITY
S I M IT I W TH F S
DAY
Brite
Clear
Overcast
Rain
Snow
To 32
32-50
50-70
70 5
85 up
Still
Moder
High
Report No.
LDryModer
Humid
AVERAGE FIELD FORCE
Name of Contractor
Non -Manual
Manual
Remarks
VISITORS
Time
Representing
Representing
Remarks
EQUIPMENTI SITE
i
CONSTRUCTION
Distribution% 1. Project Manager
2. Field Office
3. File
4. Client
F:\pwdept\staff\fuller\inspections\DailyConst
By: Elden Smith
Page 1 of Pages
Title Inspector
' DAILY CONSTRUCTION
REPORT
DATE /,J.'1-ajS `hS
Cam,
DAY
• WEATHER
• Project /
Job No. TEMPERATURE
Client
Contractor WIND
Project Mgr
HUMIDITY
S
M
T
W
TH
F
S
Brite
Clear
Overcast Rai q
Snow
To 32
32-50
50-70 70-85
85 up
Still ,
Moder
High Report No.
Humid
Dry
Moder
4
AVERAGE FIELD FORCE
Name of Contractor
Non -Manual
Manual
Remarks
VISITORS
Time
Representing
Representing
Remarks
EQUIPMENT -AT
CONSTRUCTION-
Distribution: 1. Project Manager
2. Field Office
3. File
4. Client By: Elden Smith
F:\pwdept\staff\ful le r\inspections\Da i lyConst
Page I of Pages
Title Inspector
•DAILY CONSTRUCTION
REPORT
DATE
cFht of �9 DAYMINEWHE
WEATHER-.
Project
Job No. TEMPERATURE
Client
Contractor . WIND
Project Mgr
HUMIDITY
Brite
Clear
Overcast
Rain
Snow
To 32
32-50
50-70
AStill
70-85
85 up
Moder
High
Report No.
L[Mode,
Humid
AVERAGE FIELD FORCE
Name of Contractor .
Non -Manual
Manual
Remarks.
VISITORS
Time
Representing
Representing
Remarks
button: L. Project Manager
2. Field Office Page I of Pages
3. File
4. Client 'By: _ _ Title Inspector
F:\pwdept\staff\fullerVnspections\DailyConst