4276NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
11/19/2004 Subdivision Improvement Permit — Class III
DATE: Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION TRACT 30092 PIA= SERENA
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION CLEAR (JWB AM ROUGH GRADE
PK 10 COMPLETED
DESCRIPTION OF CONSTRUCTION
SEE ROIiM GRADE PLANS D
DIMENSION OF INSTALLATION OR REMOVAL 40
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 12/01/2004
Sketch (attach construction plans if appropriate)
I 4( `, -
APPROXIMATE TIME OF COMPLETION 01/01/2006 (MST BE REI EM BY 1</X12005)
ESTIMATED CONSTRUCTION COST $ ***1.535 375 less
—k+(IJs1 ® #L tllrartllG
(Including removal of all obstruction, materials, and 16TIis, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend, and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
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—bItthis work.
Signature of Applicant or Agent (R09) 841--8077
H. HOVNANIAN FORECAST ROHBS 4240 E. SPA, STE #402 ONTA10, CALIFORNIA 91761
Name of Applicant (please print) Business Address Telephone No.
(909) 937-3270
K. RO— AMIAN FaRK04IRRT WOW4R A?Afl Ir nMITPA ATR !tAO7 a +nHT1'ART AA #-_AT Trim IQVTA al 7j ,I
Name of Contractor and Job Foreman Business Address v Telephone No.
700788 (TYPE B) & 0 1 5202
Contractor's License No.
CH DEC 2 3 2R4
Applicant's Insurance Company
FEES: Subdivision Improvement Permit — Clas`s
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee $
Permit Fee 1 > > a
Penalty,-, _, - r) C
Cash Deposi.t<Surety Bond
if required
TOTAL:
Receipt No.
$
Received by Date
City Business License No.
343666300
Policy Number
PERMIT NO.
t" 2 4276
PERMIT VALIDATION
4276
DATE APPROVED ll�/iZ4alfld► I ���
EXPIRATION DATEW"24f'&
DATE ISSUED 1 7By
I
tfi"%�Uua.y �'`y � Y Administrative Authority
Recorded by 11 Telephone: (760) 777-7075
PERMIT NO.4276 C01py
Piazza Serena / Rough Grade, PMIO, Clear & Grub / Tract No. 30092
In addition to the standard permit conditions, the following shall apply:
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. K. Hovnanian Forecast Homes, hereinafter referred to as "Permittee", shall be responsible for
providing continuous dust and erosion control.
Prior to performing any Rough Grading, the plans must be approved by the City Engineer and an
approval by the cities inspection staff.
4. This permit or copy of it shallnbe on the work site for inspection during the actual work performed.
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 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 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 set up 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 City streets or facilities as a result of work performed under this permit.
Special Conditions Page I of 5
PERMIT NO.4276
Piazza Serena / Rough Grade, PM10, Clear & Grub / Tract No. 30092
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 minimum of two (2) travel lanes of paved surface shall be
maintained at all times.
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,
irrigation 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 materials through progress testing on the stockpiles.
Special Conditions Page 2 of 5
PERMIT NO.4276
Piazza Serena / Rough Grade, PM10, Clear & Grub / Tract No. 30092
C. The first length of trench backfilled shall be backfilled in the presence of the'. City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length
of trench.
F. The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
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..
Page 3 of 5
Special Conditions
PERMIT NO.4276
Piazza Serena / Rough Grade, PM10, Clear & Grub / Tract No. 30092
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. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
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 %".max medium finish course lift for
capping. Asphalt concrete mix design shalf 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 located 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.
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.
Special Conditions Page 4 of 5
PERMIT NO.4276
Piazza Serena / Rough .Grade, PM10, Clear & Grub / Tract No. 30092
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 or void 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.
21. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
C
I
Page 5 of 5
Special Conditions
P ' City of La Quints COPY
The following General and Special Provisions are attached to and made a part of
Permit Number 4276
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 ('/A") 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 Y2") 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.
City 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 fumished 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 (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 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 an6filed 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.
State Water Resources Control Board
Terry Tamminen
Secretaryfor
Environmental
Protection
October 28, 2004
. Division of Water Quality
10011 Street • Sacramento, California 95814 • (916) 341-5536
Mailing Address: P.O. Box 1977 • Sacramento, California • 95812-1977
FAX (916) 34M543 • Internet Address: http://www.waterboards.ca.gov
Email Address: stormwater®waterboards.ca.gov
Amy Williams
Forecast Homes A K Hovnanian Co
3536 Concours Ste 100
Ontario, CA 91764-5586
RECEIPT OF YOUR NOTICE OF INTENT
Arnold Schwarzenegger
Governor
The State Water Resources Control Board (State' Water Board) has received and processed your
NOTICE OF INTENT TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO
DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY. Accordingly,
you are required to comply with the permit requirements.
The WDID identification number 7 33C330692.
Please use this number in any future communications regarding this permit. Liz
SITE DESCRIPTION
OWNER: Forecast Homes A K Hovnanian Co
DEVELOPER: Forecast Homes A K Hovnanian Co
COUNTY: Riverside
SITE ADDRESS: N Of 58th Ave & W Of Monroe St
La Quinta, CA 92253-
COMMENCEMENT DATE: 11/1/04
EST. COMPLETION DATE: 01/15/06
When construction is complete or ownership has been transferred, dischargers are required to notify the
Regional Water Board by submitting a Notice of Termination (NOT).. All State and local requirements
must be met in accordance with Special Provision No. 7 of the General Permit. If you do not notify the
State Water Board that construction activity, has been completed. you will continue to be invoiced for the
annual fee each .October: Please visit the storm water web page at
www.waterboards..ca.gov/stortnwtr/index.htmi to obtain an NOT and other storm water related
information and forms.
If you have any questions regarding permit requirements, please contact your Regional Water Board at
(760) 346-7491.
Sincerely,
Storm Water Section
Division of Water Quality
California Environmental Protection Agency
Recycled Paper
7245 Joshua Lane, Suite B 73-185 Highway 111, Suite A
VVVarner
Yucca Valley, CA 92284 Palm Desert, CA 92260
engineering
Phone: (760)365-7638 Phone: (760)341-3101
Fax: (760)365-2146 Fax (760)341-5999
.
CIM1134M PLJ1MUM / L AI SURVEYNa
W— ®lp
PRELIMINARY OPINION
IF11
OF PROBABLE COSTS
Project No.: C9662
Date: 12/22/2004
Client: FORECAST HOMES
By: DAG
Description: TRACT 30092 ROUGH GRADING
Page: 1 of 1
NO. DESCRIPTION
QTY. UNIT UNIT COST EXTENSION
1 EARTHWORK
159,480 CY $1.25 $136,338.00
2 IMPORT
24,140 CY 10.00 $241,400.00
3 CLEARING AND GRUBBING
37.7 AC 1,000.00 $37,700.00
4 PRE -WATER
37.7 AC 1,500.00 $56,650.00
5 FINISHED PADS
22 AC 3,250.00 $71,500.00
6
7
8
9
10
COPY
11
12
13
14
15
16
17
18
19
20
Prepared under the Supervision of:
TOTAL $543.488.00
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SENT BY:
City of La Quinta
Debra Gray
ATTENTION:
DATE
Tony Colarossi
December 22, 2004 - Revised
FAX NUMBER
OFFICE LOCATION
777-7155
Palm Desert
YOUR REFERENCE NO.
OUR PROJECT NO..
PHONE NUMBER
FAX NUMBER
C9662
(760) 341-3101
(760) 341-5999
❑Urgent! ❑Reply ASAP ❑Please Comment ❑Please Review ❑For Your Information ❑As requested
THESE TRANSMITTED DOCUMENTS MAY CONTAIN PRIVILEGED OR CONFIDENTIAL INFORMATION TOTAL NUMBER OF
INTENDED ONLY FOR THE EYES OF THE ADDRESSEE. IF THE RECIPIENT IS NOT THE NAMED
ADDRESSEE, HE/SHE IS ADVISED TO FORWARD THESE TRANSMITTED DOCUMENTS IMMEDIATELY TO PAGES (INCLUDING
THE ABOVE NAMED PERSON AND TO DISREGARD AND/OR HOLD IN CONFIDENCE ALL INFORMATION OBTAINED FROM THESE DOCUMENTS. COVER):
PROJECT:
Tract 30092
DESCRIPTION OF ACCOMPANYING PAGES:
Revised Preliminary Opinion of Probable Costs for Rough Grading
REMARKS:
We have revised the estimate such that no factor is being used for overexcavation in accordance
with the example earthwork calcs that Paul Goble provided to us.
The earthwork quantity of 159,480 C.Y. shown on the estimate is the sum of the raw cut, raw fill,
stripping, shrinkage of 1,870 C.Y. subsidence of 18,300 C.Y. and import of 24,140 C.Y. Where there
is a range such as 20% to 25% shrinkage, we have used the most conservative number. We have
attached an 8 1/2 x 11 of the earthwork quantities as now shown on the grading plan.
Please let me know if there are any comments regarding the attached prior to our submitting the
original signed and stamped estimate to you later today. Thank you.
7245 JOSHUA LANE, SUITE B, YUCCA VALLEY, CALIFORNIA 92284 PH (760) 365-7638 FAX (760) 365-2146
73-185 HIGHWAY 111, SUITE A, PALM DESERT, CALIFORNIA 92260 PH (760) 341-3101 FAX (760) 341-5999
22013 WREN STREET, APPLE VALLEY, CALIFORNIA 92308 PH (760) 247-9879 FAX - CALL FIRST
PLEASE VISIT OUR WEBS/TE @ WWW.WARNERENG.COM OR SEND E-MAIL TO INFO@WARNERENG.COM
Please call Warner Engineering /f you do not receive all pages sent
or if any part of this transmission is not legible or needs clarification.
I
/ND/CA TES PROPOSED BLOCK WALL
2%
I
/ND%CA TES PROPOSED RETAINING WALL
(BY SEPARA TE PERRI T)
_
THIS POINT (IMAGINARY -- �
lND/CA TES L/Ml TS OF PAD O VEREXCA VA TION
CROWN LINE) SHOWN AS
SST A.•C.;
GRACE ON PROFILE
SHEET INDEX
PAVEMENT
IL SEC770N
SHT. NO.
DESCRIP77ON
V UE 58
1
Tl7LE SHEET
ON O —1
(INDEX MAP)
2
ROUGH GRADI NG PLAN
SCALE) i
LOTS 1-5, 58, 59, 90-92, 97
3
ROUGH GRADING PLAN
LOTS 6-9, 60-70, 93-96
4
ROUGH GRADING PLAN
lGAT/ON D/STRI&
80
LOTS 10-15, 24-36
'A 92253
5
ROUGH GRADING PLAN
811
LOTS 16-23, 37-45, 71-74
i
6
ROUGH GRADING PLAN
'/SE WAY
LOTS 46-50, 75-78, 81-88
s, CA 92262
sot
7
ROUGH GRADING PLAN
fP
LOTS 51-57, 79, 80, 89 & 90
MRTHWORK QUANTITIES
NIA AVENUE
RAW CUT = 55,600 C. Y.:t
1 92374
RAW FILL = 53,470 C Y..i
716
STRIPPING = 6,100 C. Y.f (0,1)
R
LLEY
SHRINKAGE = 1,500 C.Y. Tip 1,870 C. Y & (20X Tiff 25X)
SUBSIDENCE = 12,200 C.Y. TO 18,300 C. Y & (0.2' TO
WATER DISTRICT
0,3 ), AND VARIES
DEPENDENT UPON THE EQUIPMENT USED.
g
I 9223s
IMPORT = 17,670 C.Y. * 70
24,140 C.Y.*
51
NO FACTOR lS BEING USED
FOR OVERMAW4770N.
SABLE NOTES REGARDING EARTHWORK QUAN77TIES
STREET EARTHWORK QUAN7777ES SHOWN ON THIS PLAN ARE APPROXIMATE ES77MA7ES SHOWN FOR
CA 92211 AGENCY FEE PURPOSES ONLY AND ARE BASED UPON THE PLAN ELEYA170NS SHOWN AND
12 ON THE GROUND ELEVA77ONS WHICH EXISTED AT THE 77ME OF THE TOPOGRAPHIC
SURVEY 77-IE LOCA77ON AND ELEVA77ON OF 7HE EX/S77NG GROUND CONTOURS WFRF
OBTAINED FRnry eni. ec-oi.,
,.----PUBL-1� WORKS-DEPARTMIENT----'---.
APPLICATION FOR PERMIT
• Date: ( I ..I $ • pL/
Location of Construction:
Purpose of Construction: K-L E�rZ- --� &I a t,t (6 (261 CA I l- Ct i2ADE
Description of Construction: 26141G► k4- C, CAOF- P(AlA)S
Dimension of Installation or Removal:
Approximate Construction Start Date: 2 - - O
Approximate Construction Completion Date: O f RcNw p t
Estimated Construction Cost: $ ► 5_ 3 s ?� ps, �,I 3 � = 1, q 3D, &
Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name: &J ,w Ff-r4- 10. *014SLw/ Phone Number: 904 •gW /. g3v77
Name of Applicant: -6<. } W r`trkiv I A_AJ FDA A_;FT tin?
Applicant Address: �2�fo E. �U�t.( PA. c Sri✓402i C�q- �!7(Q
Applicant Telephone Number: q. Oci • q 3 7 - 2 70'
Name of Contractor:
Contractor Address: i-ago � �, PA �'C7�4U2. prQ-by?4o, 6
Contractor Telephone Number: Q3 • el 37- 3270
Contractor State License .Number:_ -M PE- $ -7 C j7 ga
Contractor City Business License Number: UZ G2 C72_
► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4
Applicant or Contractor General Liability Insurance Company:
- UaCkf
Applicant -or Contractor General Liability Insurance Policy Number:
� �! 3lP(vlo30C�
Office Use Only:
Inspection Fee: .
Permit Fee:
As -Built
Deposit:
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE:
Office Use Only:
Assigned Permit Number. ► J
Approval Date:
Expiration
Date:
Issue
Date-
Administrative Authority-
-?(o /
• i
n `
51 Q. L `�
r
0.'6t-- `Z0 - 0 4 ` 0 2': 3 6 p....._ W:fi R PI E R ,�E N`G' I N E'E R%I f`I G ` 7 G 0 ... 3 4.1.:`: 5.9'9 9 ..,�.„,. :.. p
-GfWftrner�245 Joshua Lane, Suite B 73-185 Highway 111, Suite A
Yucca Valley, CA 92284 Palm Desert, CA 92260
���' ���� �� Phone: (760)3214638 Phone: 0)341 5999 1
Fax (760)365-2146 Fax: (760)341-5999
CIVL EMM P1. ANKM / II.MD SUtVEY G
PRELIMINARY OPINION OF PROBABLE COSTS
Project No.: C9662 Date: 10/20/2004
Client: FORECAST HOMES ®�y By: DAG
Description: TRACT 30092 ROUGH GRADING fr�% Page: 1 of 1
NO. DESCRIPTION OTY. UNIT UNIT COST EXTENSION
1 EARTHWORK
2 _IMPORT _
3 CLEARING AND GRUBBING
4 PRE -WATER
5 FINISHED PADS
6
r�
u
10
�11
12
13
14
15
16
17
18
19
20
315,700 CY
$1.25
$394,625
97,500 CY
10.00
$975,000
37.7 AC
1,000.00
_
$37,700 /
37.7 AC
1,500.00
$56,550
22 AC 3,250.00 $71,500
Prepared under the Supervision f: QPpFESSION4 TOTAL $1,535,375
r
J 0 6 0 an D. Hoy, R.C.E. 63526 2�
Exp. 9-30-2006 D to
`s'T CIVI% �- \ . t
OF CA11F . W A50'� rc"�
�a 5- 31,E -- S 6
f
10:55AM FROII-Foreoast Homes
T-690 P.002/002 F-606
August 10, 2004
Proformenor Gradln®, Inc.
PrMmml #0934
SQ P„rw Forthe constrvctlon ofate
7 w� LA QUINTA 87 - TRACT 34492
Rough Grading
ftt M,% iA11,1,LA.Ln ne.l�w,...►..w .- ..su,
K. Hovnonlan Forecast Homes; Ino,
Bid Date; 10/27/2004
amatea
Item No.
Description
Quantity
unit
unit Price
Total Amaunt
Standard/
a ecificatlon
1
MOBILIZATION
1_00
LS
16933.00
$ 15,933.0a
2
CONSTRUCTION WATER &
po.ti_
INCLUDES WATER
RREWATERING
1.00
LS
10S
FOR DUST
CLEAR & GRUB MISC
113.82
S 105113,42
ONTROI.
3
DEBRis
1.00
L6
17 983. 00
17,983,2D
4
IMM2 EXCAVATION
as 26i.00
CY
0.90
54 234.90
5
JOVER EXCAVATION
140,328.00
CY
0,610
$ 13a 3e52o.
B
FINISH LOT PADS
07.00
EA
450.00
48 6SO,a0
7
STREET UTILITY oVER.EX
0•00
CY
0.00
N/A
8'
STREET FINISH
731 173.OQ
SF
aloe
$ 58 493.84
9
RETENTION BASIN FINISH.
g7103.00
SF.
0.30
S 29130.90
10
V-GUTTER
0.00
LF
0.00
$
N/A
II'r
one to Bnianae by
11
IMPORT 84 PLACE SOIL,
$, 8�o
SG�
lowedlig Streets 2 to
3 t0aft or an
R=
CY
9 1
$ 608 9.82
m vifed.
12
SAND BAGS IN PLACE.
ERQSION CONTRbL
0.00
EA
O,at?
S
N/A
13
SILT FENCE
0.00
LF
o.ao
-
NIA
14
STOCKPILE
18 000.00
CY
0.90
$ 13 600,00
15
16
TOTAL BASE BID AMOUNT IN NUMBERS: $ 1,001 r636.43
TOTAL BASE BID AMOUNT IN WORDS:
One Million Eighty One Thousand Six Hundred Thirty Six Dollars and Foarty Elght Cents
LA QUINTA 87 - TR. 30002
General Provisions ROUGH GRADING
2ejert ditte� ince
September 7, 2004
Mr. Jim Perry
North Area President
K. Hovnanian Forecast Homes, Inc.
4240 East Jurupa St., Suite 402
Ontario, CA 91764
Re: Interim Permission to Grade Letter for Tract 30092
Mr. Perry:
PO6C COO PV
We are the owners of Tract 31910, APN Nos. 764-010-008,009 located in the City of La Quinta,
CA. This property is adjacent to the north side of your property, Tract 30092.
Pursuant your request, Desert Elite, Inc. & 4 Land Group, LLC hereby grants K. Hovnanian
Forecast Homes, Inc. permission to grade on the above -mentioned property for the purpose of
providing a means of drainage for the storm water runoff which drains from the northwest side of
our property to a southwest direction to the northern boundary of Tract 30092. Desert Elite, Inc.
and 4 Land Group, LLC understands that this is an interim permission to grade as the method of
drainage has yet been to be determined (i.e. temporary swale or v-ditch, detention basin, etc.)
Once the solution has been resolved, Desert Elite, Inc. and 4 Land Group, LLC will issue a Final
Permission to Grade Letter to Hovnanian Forecast Homes, Inc., that will include, but not be
limited to, scope of work, access period, insurance requirements, and hold harmless and
indemnification conditions.
K. Hovnanian Forecast Homes further agrees to execute any and all documentation on behalf of
Desert Elite; Inc. and 4 Land Group LLC, as submitted to Coachella galley Water District and to
the Bureau of Reclamation with regards to the "Abandonment of Easement' application(s) for
the irrigation lateral running along the westerly property line of Tract 31910 and the northwest
corner of Tract 30092.
This Permission to Grade Letter will be with the understanding that K. Hovnanian Forecast
Homes, Inc. will be responsible for the cost and construction of the grading required to satisfy
the off -site drainage concerns and any associated insurance requirements.
Desert Elite, Inc.
Date
President, K Hovnanian Forecast Homes Date
evt elite)
ince
December 20, 2004
Mr. Jim Perry, North. Area President
K. Hovnanian. Forecast Homes, Inc.
4240 East Jurupa St., Suite 402
Ontario, CA 91764
Re: Permission to Grade .Letter for Tract 30092
Mr. Perry:
IFILI Copy
We, Desert Elite Inc. and 4 Land Group, LLC ("OWNER'), are the owners of Tract 31910, Assessors
Parcel. Numbers 764-010-008 and 764-010-009 (".PROPERTY") .located in the City of La Quinta,
California. This PROPERTY is adjacent to the north side of your property, Tract 30092.
Per your request, this letter hereby grants K. Hovnanian. Forecast Homes, Inc. ("FORECAST")
permission to access limited areas of property adjacent to Tract 30092 ("PROJECT') owned by
Desert Elite, Inc. & 4 Land Group, LLC. The permission is subject to the following terms and
conditions, which. should be executed by you and returned to us.
General Conditions IFILI C®py
1. Temporary Nature. Access to the property is temporary and for. a term expiring One
Hundred Eighty (180) days from the execution of this letter unless extended at the sole
discretion of OWNER. In no event shall. access be constructed as a permanent right of entry
or use.
2. Limits of Work. Access to FORECAST is limited to the following; a 60' strip inside of and
parallel. to the common boundary of the north property line of the PROJECT and the south
property line of the PROPERTY from Lots 5 through 16 of the PROPERTY, as shown on
Exhibit A attached hereto, for the purposes of constructing a drainage swale, and a 130' strip
inside of and parallel to the common boundary of the north property line of the PROJECT and
the south property Iine of the PROPERTY east of Lot 5 of the PROPERTY to the eastern
property line of the PROPERTY, as shown on Exhibit B attached hereto, for the purposes of
constructing a retention basin. FORECAST agrees to fence around retention basin until such
time that the retention. basin is no longer required:, or until rough grading activities are
initiated on the PROPERTY, whichever is sooner. Under no circumstance shall any
employee, contractor or agent utilize the PROPERTY for access to other. areas outside the
boundaries as described. All dirt removed from the access areas shall remain on the
PROPERTY.
3. Perimeter. Wall. FORECAST agrees to construct a perimeter wall on the north property line
of the PROJECT by March. 1., 2005. This perimeter wall. shall. be a minimum of 7' high from
the pad grades of the PROJECT's lots along the north property line and a minimum. of 6' from
the pad grades of the lots along the south property line of the PROPERTY.
4. Dust Control. FORECAST shall be responsible for soil stabilization and dust control and
shall comply with all applicable PM-10 regulations and any other requirements of the
Coachella Valley Association of Governments, City of La Quinta and South Coast Air
Quality Management District.
5. Activities. The activities ou the PROPERTY shall be solely limited to access necessary to
conduct grading operations on the PROJECT. No portion of the PROPERTY may be altered
or graded. In addition., stockpiling or storage of materials, parking or staging of equipment
and personnel, servicing of equipment or any other activity strictly unrelated to the foregoing
is prohibited.
6. Restoration. FORECAST agrees to restore any and all disturbances of the Property and
stabilize disturbed areas with acceptable permanent methods, including the application of
polymer soil binders. .
7. Hold Harmless and Indemnification. FORECAST agrees to hold OWNER, its agents and
assigns harmless from any and all liability arising from activities conducted under this
agreement and indemnify' OWNER, its agents and assigns from same, In addition,
FORECAST shall supply an insurance certificate naming Desert Elite, Inc. and 4 Land Group,
LLC as additional insured with Commercial General Liability policy having minimum limits
of an aggregate of Slmillion.
8. Assignment. This letter agreement may not be assigned without the express prior written
consent of OWNER.
K. Hovnanian Forecast Homes further agrees to execute any and all documentation on behalf of.
Desert Elite, Inc. and 4 Land Group L.LC, as submitted to Coachella Valley Water District and to the
Bureau of Reclamation, with regards to the "Abandonment of Easement" application(s) for the
irrigation lateral running along the westerly property line of Tract 31910 and the. northwest comer of.
Tract 30092.
By signing below, you are agreeing to and accepting all of the aforementioned terms to this
Permission to Grade Letter.
Sincerely,
John R. Pedalin.' Desert Elite, Inc. Date
Agreed to and A.ccep ed 's day of December by:
Jim P�
crry, K. H is .. orecast Homes Date
!1_ T _ ,ram+-V_
- .. :.r jam'' �• - --- - ___ _ _-- _
AW
•Iw�I��•'-'�,-.mow �•."�.-,.".•u�y`. �7a'J .w�.'J' I:l s. '°��r mom- _.�w'1 ' 1
Q.
•'':gym=:'- //� - -- - _ - - - -�,��
mr -�wr
MMMM�
.p:=
- -
oarn�w am.
W \� Cf�7 DM LA ETA
GGIMT op iO�BllilC6, BtA�H ov u�ronraA
7EN7A71VE TAACT
MAP NO. 31910
EXHIBIT
ff- 1....=— o==
MM—-mr
-� a
sum A'A
w �� s CUaIaLmY L
I
OCT- !d.
N 1 l OP L OINIA
COI.►!}1/ OP 1-MM WAOr GALpOIM.
TENUATNE TRACT
MAP IVO. M910
EXHIBM
As
1st /�Y�4./IN�Jo
IrA �. �.y W YYav
_��
td ISO S ES
DEC-23-04 12:17PM FROM-FORCAST
November 16, 2004
9099410029 T-525 P-00/45 F-315
K. Hovnanian Forecast Homes, Inc.
For the Construction of the
FILE COPY
LA QUINTA 97 - TRACT
30092
ROUGH GRADING (ADDENDUM NO.
1)
Consist ng of the following estimatedquantities:
Item
Estimated
Unit Price
Total
Standard/
No.
Description Quantity
. Amount
Specification
MOBILIZATION 1 LS
$16.933-00
$16,933.00
1
PREWATER (INCLUDING 1 LS
$105,113.62
$105,113.62
2
WATER FOR DUST CONTROL)
CLEAR & GRUB MISC. DEBRIS 1 LS
.$17,983.20
$17,983.20
3
MASS EXCAVATION 60261 CY
$0.90
$54,234.90
4
OVER EXCAVATION 149328 CY
$0.90
$134,395.20
S
FINISH LOT PADS 97 EA
$450.00
$43,650.00
6
STREET FINISH 731173 SF
$0.08
$58,493.84
7
8
RETENTION BASIN FINISH 97.103 SF
$0.03
$29,130.90
FILM COW f
IMPORT AND PLACE SOIL 66762 CY
$8.86
$591,511.32
9
STOCKPILE 15000 CY
$0.90
$13,500.00
10
11
12
13
14
15
16
TOTAL ROUGH GRADING
TOTAL
BASE BID AMOUNT IN NUMBERS:
$ 1,064,945.9$
TOTAL BASE BID AMOUNT IN WORDS: ONE MILLION SIXTY-FOUR THOUSAND NINE
HUNDRED AND FORTY-FIVE DOLLARS AND NINETY-EIGHT CENTS..
General Provlslons v _ LA QUINTA 97 — TRACT 30092
Rougri Grading
G
DEC-23-04 121:23PM FROM-FORCAST
IFc
9099410029
K= iYoy:�aragva �O��dny
F' O R A N E W syG E N E
EXHIBIT "B"
T-525 P.25/45 F-315
[701LE C OP
THE FOLLOWING PRICES AND PAY POINTS SHALL BE VALID FOR ALL WORK PERFORMED BY
THE SUBCONTRACTOR WHOSE SIGNATURE APPEARS BELOW, AS TO THE PROJECT HEREIN
REFERENCED. F-NHMIT "B" IS NOT AN AUTHORIZATION TO PERFORM ANY WORK OR TO
PROCEED IN ANY MEANS WHATSOEVER, NOR SHALL 1T BE CONSTRUED TO BE THE
ISSUANCE OF A LOT CONTRACT. THE PRICES BELOW REPRESENT THE FULL AND COMPLETE
PRICE THAT FORECAST SHALL BE OBLIGATED TO PAY TO THE SUBCONTRACTOR UNDER THE
CONTRACT AND THIS ADDENDUM. THE MAXIMUM ALLOWABLE MARK UP ON TIME AND
MATERIAL TICKETS IS 10%.
Vendor #:; 21268 PROFORMANCE GRADING, INC. LA QUINTA 97 CONTRACT 168718
The following prices are applicable for that project entitled LA QUINTA 97, which is located in the
City/County of LA QUINTAIMWRSIDE, State of California, Tract 30092. Should Subcontractor„ at Some
subsequent date, be authorized to proceed With the work outlined in the Contract and/or Addendum, it is
hereby agreed by the Subcontractor that all such work shall be performed at a price noted be low:
C QM_ 7
.. ..-- �•
IT
101,43.9000 3510 1 MOBILIZATION 1 LS
-- ,
$1B 933.00 $16 933.00
101.43.9000
101.43.9000
3510
3510
PREWATER (INCLUDING WATER FOR
DUST CONTROL) _
CLEAR & GRUB MISC. DEBRIS
1
1
LS
LS
$106,113.62
$17 983.20
$105,113.62
$17,983.20
101.43,9000
MASS EXCAVATION
OVER EXCAVATION
•FINISH LOT PADS -
STREET FINISH T
RETENTION BASIN FINISH
60261
CY
$0.90
$54,234.90
_
101.43.9000 _
101.43.9000
101.43.9000
101.43.9000
_3510
3510
3510
3510
3510
149328
97
731173
97103
CY
r=A
SF
SF
$0.90
50.00
$0.08
$0.03
$134,395,20
$43 650.00
$581493.84
29 130.90
101.43.9000
3510
IMPORT AND PLACE SOIL
66762
CY
8.86
$591 511.32
101,43.9000
3510
STOCKPILE
15000
CY
$0.90
$13 500.00
"-_
-
- —
-
TOTAL
$1,064,945.98
Contractor Initials
Subcontractor Initials
f,/winwoid/cemplatd/fotofor2.tW Pagc 8
K. Hovnanian Forecast Homes, Inc.
North Area Office - Land Department
Transmittal Form
Date: December 22, 2004
To: City of La Quinta
Public Works
Tony Colarossi
78-495 Calle Tampico
La Quinta, CA 92247
Project: Tr# 30092
Re: Permission to grade letter
Transmitted by:
[ ] Hand Delivery
US Mail
Attached Please find
[ ] Interoffice Mail
[ ] Facsimile
From: Angela Wils n
Land Planni pecialist
909-841-8077 (cell)
[ X] Overnight
[ ] Courier
0 lea. -Permission to grade letter for Tr. 30092
Transmitted for your:
[ X] Approval [X ] Review [ ] Per your request
[ ] Information/Use [ ] Signature [ ] File
REMARKS:
Hi Tony:
Please find the signed original letter of permission to grade for Tr. 30092. Please
fax a signed and dated copy of this to 909-390-5686.
Thanks!
Received by: Date.
4240 E. Jurupa Street, Suite 402, Ontario, Ca 91761
(909) 937-3270 fax (909) 390-5686
Julie-
P�
i
e�evt ��cte inc.
December 20, 2004
Mr. Jim Perry, North Area President FILE COPY
K. Hovnanian Forecast Homes, Inc.
4240 East Jurupa St., Suite 402
Ontario, CA 91764
Re: Permission to Grade Letter for Tract 30092
Mr. Perry:
We, Desert Elite Inc. and 4 Land Group, LLC ("OWNER"), are the owners of Tract 31910, Assessors
Parcel Numbers 764-010-008 and 764-010-009 ("PROPERTY") located in the City of La Quinta,
California. This PROPERTY is adjacent to the north side of your property, Tract 30092.
Per your request, this letter hereby grants K. Hovnanian Forecast Homes, Inc. ("FORECAST")
permission to access limited areas of property adjacent to Tract 30092 ("PROJECT") owned by
Desert Elite, Inc. & 4 Land Group, LLC. The permission is subject to the following terms and
conditions, which should be executed by you and returned to us.
General Conditions
FIVE COPY
1. Temporary Nature. Access to the property is temporary and for a term expiring One
Hundred Eighty (180) days from the execution of this letter unless extended at the sole
discretion of OWNER. In no event shall access be constructed as a permanent right of entry
or use.
2. Limits of Work. Access to FORECAST is limited to the following; a 60' strip inside of and
parallel to the common boundary of the north property line of the PROJECT and the south
property line of the PROPERTY from Lots 5 through 16 of the PROPERTY, as shown on
Exhibit A attached hereto, for the purposes of constructing a drainage swale, and a 130' strip
inside of and parallel to the common boundary of the north property line of the PROJECT and
the south property line of the PROPERTY east of Lot 5 of the PROPERTY to the eastern
property line of the PROPERTY, as shown on Exhibit B attached hereto, for the purposes of
constructing a retention basin. FORECAST agrees to fence around retention basin until such
time that the retention basin is no longer required, or until rough grading activities are
initiated on the PROPERTY, whichever is sooner. Under no circumstance shall any
employee, contractor or agent utilize the PROPERTY for access to other areas outside the
boundaries as described. All dirt removed from the access areas shall remain on the
PROPERTY.
3. Perimeter Wall. FORECAST agrees to construct a perimeter wall on the north property line
of the PROJECT by March 1, 2005. This perimeter wall shall be a minimum of 7' high from
the pad grades of the PROJECT's lots along the north property line and a minimum of 6' from
the pad grades of the lots along the south property line of the PROPERTY.
4. Dust Control. FORECAST shall be responsible for soil stabilization and dust control and
shall comply with all applicable PM-10 regulations and any other requirements of the
Coachella Valley Association of Governments, City of La Quinta and South Coast Air
Quality Management District. U?Dd[R (K:@pV
5. Activities. The activities on the PROPERTY shall be solely limited to access necessary to
conduct grading operations on the PROJECT. No portion of the PROPERTY may be altered
or graded. In addition, stockpiling or storage of materials, parking or staging of equipment
and personnel, servicing of equipment or any other activity strictly unrelated to the foregoing
is prohibited.
6. Restoration. FORECAST agrees to restore any and all disturbances of the Property and
stabilize disturbed areas with acceptable permanent methods, including the application of
polymer soil binders.
7. Hold Harmless and Indemnification. FORECAST agrees to hold OWNER, its agents and
assigns harmless from any and all liability arising from activities conducted under this
agreement and indemnify OWNER, its agents and assigns from same. In addition,
FORECAST shall supply an insurance certificate naming Desert Elite, Inc. and 4 Land Group,
LLC as additional insured with Commercial General Liability policy having minimum limits
of an aggregate of $1million.
8. Assignment. This letter agreement may not be assigned without the express _riot tten
consent of OWNER.
K. Hovnanian Forecast Homes further agrees to execute any and all documentation on behalf of
Desert Elite, Inc. and 4 Land Group LLC, as submitted to Coachella Valley Water District and to the
Bureau of Reclamation, with regards to the "Abandonment of Easement" application(s) for the
irrigation lateral running along the westerly property line of Tract 31910 and the northwest corner of
Tract 30092. 1'
By signing below, you are agreeing to and accepting all of the aforementioned terms to this
Permission to Grade Letter.
Sincerely;
John R. Pedallnlp, Desert Elite, Inc.
Agreed to and Accepted 91is day of December by:
Jim Perry, K.
Homes
Date
Date
OCT A 20
IN TiE CRY OP LA OU
COUNTY OP RNER8IOE 3fATE OP CALIPORNLI
TENTATIVE TRACT
MAP NO. 31910
EXHIBIT
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OCTOBL•R 200�
M FUVE CITY OP LA OUMTA
COUNTY OF PoVER9IOE, HTATC OP CAIJrOfiNA
TENTATIVE TRACT
MAP NO. 31910
EXHIBIT
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