4040NOTE:
With proper validation ;
this form constitutes an CITY OF LA QUINTA
encroachment permit
V APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
L
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 III
DATE: Daaamber 5. 2003 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION DWV• 111 Cross Street Dune Palma — La Quinta Valley Plata
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Re —,grade
DESCRIPTION OF CONSTRUCTION Comercial Center
DIMENSION OF INSTALLATION OR REMOVAL6 Acres
SIZE OF EXCAVATION, IF NEEDED Am Imax Ixx a Tf],An
APPROXIMATE TIME WHEN WORK WILL BEG N A
Sketch (attach construction plans if appropriate)
*See attached special conditions*
PC No. 0.3200
No grading allowed on abutting properties
/Qaw6itailnp8z.1ission from the owners
Precise Grade Excluded
APPROXIMATE TIME OF COMPLETION44*st
ESTIMATED CONSTRUCTION COST $ 00
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction E '"i �('�' paction and placing permanent resurfacing and/or replacing improvements) j
In consideration of the granting of this,permit, the Ppplicant hereby agrees to:
Indemnify, defend, and�save-,thesCiiy, its:authorized.gagerit's',^officers*jepreseritatives-and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or couit 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 res�this-work.
Signature of Applicdr or Agent
Kleine Blda. & Development Inc„ 41910 Boardwalk #A-10, Palm Desert, CA 92211 (760) 776-4840
Name of Applicant (please print) Business Address Telephone No.
Same (Bob Finch)
Name of Contractor and Job Foreman Business Address Telephone No.
390365
Contractor's License No.
City Business Li
On File jCffY0FjLAQWUINTA
--�
Applicant's Insurance Company Policy Number 11191
FEES: Subdivision Improvement Permit — Class I I I 003
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction.costs. --~" C— EPT
Minor, Improvement Permit -,,Class IV: See attached schedulei,Ct 4040
Inspection Fee $ 1,330.00 PERMIT VALIDATION
Permit Fee 100.00 4040
PERMIT N0.
Penalty 0.00 DATE APPROVED 12/15/03 '
Cash Deposit -Surety Bond
if required EXPIRATION DATE 12/31/04
TOTAL: $ 1,450.00
DATE ISSUED
Receipt No. '
BY —
Received by Date Administrative Authority
Recorded by 11 Telephone: (760) 777-7075
C)
CASH DEPOSIT STATUS SHEET*
Budget Account -No. 101-000-261-
DIN:31172 Project Location:100 WEST OF'HIGHWAY.111 AND DUNE PALMS
Developer, KLEINE BUILDING AND DEVELOPMENT INC 41910 BOARDWALK A-10 PALM DESERT CA 92211
760 776 4840 -
❑CASH SECURITY - DESCRIPTION OF OBLIGATION PROMPTING DEPOSIT
LJD❑
ust control; ®As -built plans; Removal of temporary improvements
.Other .
®CASH PAYMENT - DESCRIPTION OF OBLIGATION PROMPTING DEPOSIT • r
SEVEN THOUSAND AND 00/100` DOLLARS CHECK NUMBER (4353)
DATE
DEPOSIT ,
DEBIT
BALANCE
Amount
Receipt #
12/22/03
$1,000.00
11,000.00
12/22/03
~;.$6,000.00
16,000.00
COMMENTS AS BUILT DEPOSIT- $1600.00 // PM 10 (DUST CONTROL) DEPOSIT = $6000 00
Cash deposits placed in City administered trust accounts are.typically received for two basic reasons: 1) CASH SECURITY- to provide a source of funds for the
City to draw upon if the City incurs costs satisfying obligations of the developer, or 2) CASH PAYMENT- to provide a source.of funding for improvements, property,
i or services to be acquired, or administered, by the City at the developers expense. The City will release the fund balance when the developers obligations that
prompted the cash deposit are fully satisfied. The release function is initiated via the Request/Demand for Release of Cash Deposit (Form F058)
n
CASH DEPOSIT STATUS SHEET*
Budget Account No. 101-000-261-
DIN:31172 Project Location: 100ft W of NW Cm of Hwy 111 and Dune Palms; La.Quinta, CA
{
Developer: KLEINE BUILDING AND_DEVELOPMENT, INC; 41910 BOARDWALK #A-10, PALM DESERT, CA.
92211; Phonei776-4840
❑CASH SECURITY - DESCRIPTION OF OBLIGATION PROMPTING DEPOSIT
Dust control; ®As -built plans; ❑Removal of temporary improvements.
`Other `
®CASH PAYMENT:- DESCRIPTION OF OBLIGATION PROMPTING DEPOSIT
o
DEPOSIT
DATE Amount Receipt # DEBIT. BALANCE
Jp ,000, 0 0
iPt`
$1,000 GO
�o Dqo5j'r = (0000.E 3 -
COMMENTS nd land 1000 = As -Built De osit'
* Cash deposits placed in City administered trust accounts are typically received for two basic reasons: 1) CASH SECURITY -to provide a source of funds for the City
to draw upon if the City incurs costs satisfying obligations of the developer, or 2) CASH PAYMENT- to provide a source of funding for improvements, property, or
services to be acquired, or administered, by the City at the developer's expense: The City will release the fund balance when the developer's obligations that
prompted.the cash deposit are fully satisfied. The release function is initiated via the Request/Demand for Release of Cash Deposit (Form F058)
F059
n
8/00
D
FDEC, 2 2 2003
CITY OF LA QUINTA
FINANCE DEPT.
�i
PERMIT NO.4040
La Quinta Valley Plaza/On-Site Mass Grading/Tract No. 31172
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 LO § 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. Kleine Building and Development, Inc, hereinafter referred to as "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. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the
work site; the Permittee 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 lst to April 30
c
May 1st to September 30:
Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:0.0 a.m. to 5:00 p.m.
Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:06 P.M.
Work shall be prohibited on legal holidays and Sundays.
5. Prior to excavating, if required, the Permitfee shall contact Underground Service Alert at 1-800-422-
413.1 It shall be the Permittee's responsibility to notify the Public Works Department of anticipated.
excayation.which impact City, facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
6. '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.
7. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original -,condition.
8. Access and egress to all local properties shall be maintained at all times.
9. 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.
Page I ,of 2
Special Conditions
PERMIT NO.4040
La Quinta Valley Plaza/On-Site Mass Grading/Tract No. 31172
10. .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.
11. The City of La Quinta reserves the right to "revoke, suspend or void this permit at any time.
12. The y, hold harmless and assume the defense of the City from all damages,
permittee shall indemnif
delay costs, costs or expenses in law or equity that may arise out of work under this permit.
13. An archeologist will be required on site during any disturbance of encroached. neighboring lands.
i
14. The permitte shall furnish 'proof of easements, or written permission, as appropriate; from those
owners of -all abutting properties on which grading; retaining wall construction, permanent slopes, or
other encroachments will occur.
L
Special Conditions Page 2 of 2
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4040
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") 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.
® R3 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 (Y<") 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 XV) 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 backfill. 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 (3') 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 intervals of not more than one -
thousand (1000'') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot 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 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 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 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.
Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or
equivalent tot 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.
NOTE: .
Nth proper vefidatipri
this form. constitutei en CITY OF LA QUINTA
encroachment Permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION. (ENCROACHMENT} ,g
• �eJ+Tft89Y ..
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
Subdivi:Ion Improvement Permit — Class 111
DATE: • ,Z ' T Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION ��v Pic '
(Stroh oddreu of Deserlptidn of Locitlon)
PURPOSE OF CONSTRUCTION a Sketch (attach construction plans If appropriate)
DE RIPTIO O STRUCTION �PC�o,. D 2-0
DIMENSION OF INSTALLATION OR REMOVAL
�rec c,e e .Exj��e
SIZP OF EXCA A i N; IF N D D
APPROXIMATE TIME WHEN WORK•WJLL BEGIN ATS
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION -COSTS �.
(ineluding removal'bf all obstruction, materials, and debris,•backfilling, Com•
paction and placing' permanent resurfacing end/or replacing Improveme
In consideration of the granting of this permit, the'applicbnt he ree to
Indemnity,.deYend•and save'the City, its. authorized agents f rs, tail ployesr, harriers from and against any and all
penalties, Ilabllltler or loss resulting from claims or Ct ,en np ny accident, loss or damage to persons or property '
happening or. occurring as a proximate result cf n r ken nder permit granted pursuant tq thls. spplkatlon.
Notify the Administrative Authority at lea on •1 r ( ou nce 9111110 time when work will be started. ..
Comply•wf0i all applicable City Ordinance th arm . d itions: of.the permit II applicable, rules and n requlMloni or the City�•o
La. Quiand to pay for any additional re a nt ry as the result of \ .
Wh)pErrerApplicantorAgent
No f Applicant (please print) Business Address Telephone No%a jlS[Lo
rluak
Name of Contrraactor and Job Foreman Business Address -Telephone
2 .0 >�� Phone No.
Contractor's License No. City Business License No.
Applicant's Insurance. Company . Policy Number
FEES: Subdivision Improvement Permit —Class lit
Publle'improvementt: 3% of'estimated consVuction cote
Private Improvements: 3% of.eetlmated construction cost:
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee S .SQ .PERMIT VALIDATION
Permit Fee oo ., 0 o
^_ PERMIT NO,
,
Cash DepositSurety Bond DATE APPROVED
if required
EXPIRATION DATE
TOTAL: S_._.��4, 0.0,7
CIA I$ D
Receipt No.
Received by By
Administrative Authority
Recorded by Telephone: (760) 777-7075
`'
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-
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e
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�.'js f��? • '
Neil Kleine
La Quinta Valley Plaza S .
Parcel Map No. 31172
Mass Grading F `
For Permit Purposes Only r
December 9,2003. ,
ITEM
QUANTITY UNIT
UNIT PRICE
AMOUNT
Clearing & Grubbing
6 AC
575
3,450
Site Grading
_ 10,000 CYD
2
20,000.00
Dust Control/Pre-Watering
6
$2,900.00
17,400
1
Subtotal - $40,850
` Contingency 10% 4.085
Estimated Construction Cost of Improvements Total 44,935
Total Improvements: 44,935
Mainiero, Smith and Associates, Inc. makes no representation concerning the estimated quantities
on these plans other than all such figures, including all earthwork numbers are preliminary
estimates only. The Engineer shall not be responsible for any deviations between estimated
quantities and the actual quantities at the time of construction.
Quantities are based on Mass Grading Plans dated December 5, 2003.
4
•
WEEKLY INSPECTION REPq&
PROJECT NAME k'rY&y 'DIN.
PERMIT NO. 4`yam PLAN SET NO. INSPECTOR,Ao,ogrC_o72rA2%0
DATE JOURNAL OF NOTABLE ACTIVITY & ACTION
Ir/e�yi o� Star1 w;/ a 7eYm, t
cf
17
E ISSUED IN THIS SECTION)
Page 1 of 2
CONSTR TION ACTIVITY SUMMA
YR MO DATES: thru WORK BY SPECIAL
PERMISSION
MON I TUE I WED I THU I FRI I SAT I SUN I NITE
(CONTROL
Onsite Measures
Track -out Cleanup
Conforming implement:
Non -conforming implen
DING
Clearing & Grubbing .
Earth Moving: Cut & Fill
STREET IMPROVEMENTS
C8G
SUBGRADE
AGGREGATE BASE .
AC - BASE LIFT
AC -'.CAP
STRIPING & SIGNS
TRAFFIC SIGNAL
Compaction Testing/F
Material Certifications
AC Design Mb(
WATER IMPROVEMENTS
MAINS
SERVICES
Compaction Testing/F
Material Certifications
SEWERIMPROVEMENTS
MAINS,
LATERALS
Material Certifications
tM DRAINS
MAINS
SANDFILTERS
Compaction Testing/F
Material Certifications
UTILTIES
CONDUITS
Material Certifications
PERIMETER I I I
F130 04102 0- ) ..f o
WEEKLY INSPECTION REP
PROJECT NAME ofw� r1�a i�8���5/ /���.Z�. DIN
PERMIT NO.- 'mod O PLAN SET NO. INSPECTOR a_r?l ri >
CO . ISISTROtION ACTIVITY -SUMM.4
YR MO DATES:_ thru WORK BY SPECIAL
PERMISSION
MON I TUE I WED THU FRI SAT SUN NITr]E
TEMPORARY TRAFFIC CONTROL
DUST CONTROL
Onsite Measures
Conforming implernentaton
Non -conforming implementation
Track -out Cleanup -
Conforming implementaton
Non -conforming implementation
GRADINGt.
X ..........
Clearing & Grubbing
Earth Moving: Cut &Fill
Fine Grading
Compaction Testing/Reports
STREET IMPROVEMENTS
. . . . . . . . . .
C&G
SUBGRADE
AGGREGATE BASE
AC - BASE LIFT
AC -'CAP
STRIPING & SIGNS
TRAFFIC SIGNAL
Compaction Testing/Reports
Material Certifications
AC Design Mb(
WATER IMPROVEMENTS
. . . . . . . . . . . . .
MAINS
SERVICES
Compaction Testing/Reports
Material Certifications
SEWER IMPROVEMENTS
........ .................
X
. .•. . . . . .
MAINS,
LATERALS
STRUCTURES
Compaction Testing/Reports
Material Certifications
STORM DRAINS
..............
. . . . . . . . . . . . .
MAINS
STRUCTURES
SANDFILTERS;
Compaction Testing/Reports
Material Certifications
DRY UTILTIES
CONDUITS
STRUCTURES
Compaction Testing/Reports
Material Certifications
LANDSCAPING
..... % .
..... ..
----------
Xx
MEDIAN
J
j
PERIMETER
I
I
F130 04/02
0 ... 1) M -')
.,WEEKLY INSPECTION .REP
- PROJECT NAME 'd , �J f YI /�. y.�/l�V ���2,� DIN hh
7?
PFRMIT NO 1 D�U ' PLAN SET NO: INSPECTOR �h''//.W aY� �C»T1 rJ/!�.
CONSTR TION ACTIVITY SUMMA
YR MO DATES: thN
WORK BY SPECIAL
PERMISSION
MON
TUE
WED
THU
FRI
SAT SUN
NITE
CONTROL
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