4368NOTE: - •
With proper validation
Z 'this form constitutes an
encroachment permit
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks 4 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: 03-29-05 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION 50-175 AVM 52 OP1002197APARTMENTS -
, /_t 1 C> l .►
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION SUKKETLR AV-PROT_ ARM YARDSketch (attach construction plans if appropriate) .
1QV InTRT '1O Rii TIRR" AR WTI-T.-
DESCRIPTION OF CONSTRUCTION TO OCCM A ` ,,5ry)C(1.
75' S 3901, VM STOCKPILED . DIRT � t
DIMENSION OF INSTALLATION OR REMOVAL 75' z 390°
nr
SIZE OF -EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN DA—Ol'-Q5 r�APR
APPROXIMATE TIME OF COMPLETION Ins►—OS—� 8 200 .
ESTIMATED CONSTRUCTION COST $ 21.010.50
(Including removal of all obstruction, materials, and debris, backfilling, com- IT1fOFaQUINTA
paction and placing permanent resurfacing and/or replacing improvements) FINANCE DEPT.
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
STAKE MULTI —FAMILY (BRIM RIICKRIDGE) 341 RAYSTUR DR. #7 WT RIRAC.R, CA
Name of Applicant (please print) 61 od1 Business Address Telephone No.
A. FLORES EXCAVATING 62@P.O. BOX 1036, LA. QUIRTA, CA *2253
Name of Contractor and Job Foreman Business Address Telephone No.
61005 nnAQ7
Contractor's License No. City Business License iNo. "��
%rAn Soi7t�c �Ce l l °Wk LAC -V- r' C �r.:...n �c.., vl c(-I L ,19 { 33 /
Applicant's Insurance Company } Policy Number
FEES: Subdivision Improvement Permit —Class III
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 100.00
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:, $ 730.00
Receipt No.
Received by Date
4368
PERMIT VALIDATION
PERMIT NO. 4368
DATE APPROVED H A
EXPIRATION DATE �) �'•���
DATE ISSUE.D��t\�\%
Administrative Authority
Recorded by
r
Telephone: (760) 777-7075
i°
FINANCE
Revenue Code_
CASH DEPOSIT STATUS SHEET*
DIN: Project Location: SDP 2002-730; Clubhouse Apts; Ave 52 and Jefferson
Developer: GREYSTONE MULTI -FAMILY BUILDERS, INC.; 341 BAYSIDE DR., SUITE 7; NEWPORT BEACH,
CA 92660
®CASH SECURITY - DESCRIPTION OF OBLIGATION PROMPTING DEPOSIT
®Dust control; ❑As -built plans; ❑Removal of temporary improvements
Other
❑CASH PAYMENT - DESCRIPTION OF OBLIGATION PROMPTING DEPOSIT
DATE
DEPOSIT
DEBIT
BALANCE
Amount
Receipt #
4/15/05
$5,275.00
$5,275.00
COMMENTS THIS IS A 25% CASH DEPOSIT FOR PM10 SECURITY DEPOSIT FOR SDP 2002-730 WHICH IS
CLU.BHOU.S _ _ UP _ _ ..
II'000 1 2 L411' 1: 10 20009661: 21 23 1967112
PERMIT NO.4368
Clubhouse Apartments / Stockpile / SDP 2002-730
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. Greystone Multi -Family Builder, Inc. or/and A. Flores Excavating and Grading, hereinafter
referred to as "Permittee", shall be responsible for providing continuous dust and erosion control.
The following Fugitive Dust Control rules, in addition to the rules set forth in the City approved PM 10
plan, shall apply during soil import/export activities:
a. A'valid grading permit shall be active at both the import and export site
b. The'import/export material during hauling shall be near 70% optimum moisture content.
c: Street cleaning shall occur, as necessary, at import and export location.
d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped.
e. The haul route shall be attached to -this permit or a City approved plan.
3. • Streets shall be kept clean. They shall be completely cleaned at the end of each working day, and more
frequently, if required.
4. The issuance of this permit and the City approval of the related construction improvement plans do not
provide a vested entitlement for all design parameters that may have. been utilized for the plans. As.
such, plans approved for this permit may be "at risk",for further modifications as it relates to any follow
up improvement plan requirements as required by the city:or existing errors & omissions by the
architect or engineer of record.
5. The permittee shall be responsible for notifying the inspection staff and the Geotechnical Engineer of
Record of import material used for Stockpiling, import fill, or overexcavated areas on a daily base's. If
the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone
at 777-7075 or the Assistant Engineer I at 777-7089 to determine the city inspector's phone number.
If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based
on the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform Building
Code, the Public Works inspector may halt grading operations until the inadequate soil has either been
removed or the Public Works Directorauthorizes grading to continue.
The above testing or observations does not relieve the permittee's responsibility for future repairs due to
settlement at and near the locations of the work area.
Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit
a certified letter indicating that the grading has been completed per the approved plan. A compaction
report on all fill is required following pad certification and prior to building permit issuance.
special Conditions Page 1 of 4
1 PERMIT NO.4368
Clubhouse Apartments / Stockpile / SDP 2002-730
6. Pursuant to Section 6.08.056 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. Apri130: 1 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: j 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 kiverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at
the intersection•is to be altered in any way.
i
8. If public.traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction
or parking on the paved R/W.
9. Pursuant to Section 14.16.1110 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.
10. 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 kith 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.
It. 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
act Cit facilities includingbut not limited to traffic signal conduits and loops,
excavation which imp ly
irrigation lines, electrical conduits, and storm drain facilities.
SpeciaLCondition"s Page 2 of 4
• r.
PERMIT NO.4368
Clubhouse Apartments / Stockpile / SDP 2002-730 '
12. 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..
13. `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. j
Native material maybe 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.
Stockpiling of engineered'fill is only allowed within this permit.
14. 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 rin 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.
15. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition. { 1
,r
16. Access and egress to all local properties shall be maintained at all times.-
t
17. 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:
No asphalt work is, required 4ithin. the scope of work nor allowed within this permit.
18. 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 3 of 4
PERMIT NO.4368
Clubhouse Apartments / Stockpile / SDP 2002-730
19. Pursuant to Chapter 1.2.56 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. ,
20. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
21. 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
j
F
{ •
' City of La Quinta.
The following General and Special Provisions are attached to and made a part of
Permit Number 4368
The Mowing 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 providelimited 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: (Sub' structures) 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 ('/") 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 '/V) 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.
f
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 furnished to the City Engineer_ prior to the removal of any monuments. This office shall be
notified upon completior� 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
to cutting or Excavation material shall be placed in such a position as to best facilitate the
used to excavate prior pavement.)
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 approvedtransit-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.
❑ RI
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.
in Sections 6.3.001 of the Standard Specifications; Division of Highways, State
Compaction tests shall be made as outlined
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
i
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.
O
m
m
0
m
9
c
=n
d
3
a
m
in
Monthly
Subcontractor
Payment Schedule
Page 1 of 1
Greystone Multi -Family Builders
Project:
E B AP M N S
Contractor:
A FLORES EXCAVATING & GRADING
'
Address:
P.O. BOX 1036
LA QUINTA, CA 92253
Telephone No.:
(760) 360-0255
Fax No.: 1
(760) 771-9695
B C D
Approved-
Description Original App
E
Revised
H
* . Prior
I J
Billing Total
This Completed
K
Balance
to
L
Prior
Retention
Scheduled
CO's
Scheduled
srx,5
Gross
to Date
period
to Date
Complete
Deducted
Value. of Work
to Date
Value of Work
._,
H+I
E-J
-
$
$ -
$ _
$ _
$
-
_ __ .....,
x _
is
$ 6 600 00
$
-
D
0
m
07
x
D
G)
Q°
z
0
CHANGE
01
02
03
04
05
06
07
08
09
10
11
12
13-
14
15
)RK 1 $ 306,000.Oy I b - I ip
cost code Enter CO $ Here
- -
306.000.
$ _
$
$ 169,163.00
$ 30,187.00
$ -
$ -
$ _
$ 100,050.00
$ -
$ _
$ -
$
_ 306,000.00 -
$ _
$
$ _
$ -
$
$ _
$ -
$
SEE --N mAp
JJJV P, :A
AV U
y 52
1
H
ALL AWRICAA
I
92201
jc�
co c
W,
53M
7
AV
aim
8
9
10
LA QUI
NTA
54TH
--,kv--
om
AV
----------
-------
W53
LU ui
-----
L'
CY-1 or
18
VDJMAIN CAn
AV
13
SSiN
AY
RosA AV
15
sm
:,171
16
"mAY
I i
14
G"
&V
'N
LA
IL
----- ----- -------
"'44GE
ND-
%
ik t,11
's
onw
9227A
24
--- ------
I p -1 -- -, "i i
22 :—:14
- 23
I
21
,
It.
T
ME-fi
- -------------
cs
o C4ffjlLLA
AV
5m
TIONSHTH
AV
0. LN
ic
26
25
------
2
28
27
,troy
coon
RE \,,••�•, f MMAP
Ve-
--PUBM1C�W0RKS`DEhWrMMVT.
..E APPLICATION FOR. PERMIT
• Date:
Location [tion
OcatiOn of f Construction:
<Az)
AW rAl
Purpose of Construction: ylqx-R3
T3 66 LA5" 45
Description Of Construction:
FF--r -Z
3 -7 0 (Q
V11
Dimension of Installation or Removal: '75
e nsi on C�6
Approximate
. Approximate Construction Start Date: —0
rox
Approximate co nstruction Completion Date:
Estimated Construction . , LIT'
on Cost: $ 0 CO. .5-0
rF_�P:
Estimated con�,u
Cow&wfim Cost " include the MDV9 of all
per.=, ark materials, and debris,
ptacing Permanent resurfacing w back killing, compaction and
or replacing improyanents.
Contact Name: (M
Phone Number:
Name of Applicant:
Applicant Address:'. Sy, -07 K/
CFI 'C} uko
'Applicant Telephone Number:
Name Of Contractor:
PA14 KAA iDIAJ6
Contractor Address:
C4 zLS
Contractor Telephone umber:
Contractor Stat6, License Number:
f, fin"" "s
Contractor City Business License Number: OOV9 7
'10--ACOPY OF THE CURRENT INSURM4CE CERTIFICATE MUST MPROVIDED A
Applicant or Contractor General Liability Insurance Company:
Applicantor Contractor General Liability Insurance Policy
Number:
Office Use 00
Inspection Fee!
6 3 0.
Permit Fcv.
As -Built
Deposit
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE litig.'
Office Use Only:
Assigned Permit Mur�_
q3C`6
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority-.
i
k /U
U� USA
i
�01UIG�H�G�RA�ING PLAN
VICINITY MAP (N.T.S.)
CM
CL=u � D=411 0 J 031
LJ
SECTION 9, TOWNSHIP 6 SOUTH, RANGE 7 EAST J
GEI�ERAIs_ I�OT'ES GRAC7ING NOTES
i COUM alas M
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING DES6E
THE CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS
WORKS CONSTRUCTION, LATEST EDITION, AND THE CITY OF LA QUINTA REPORT, NO. 544-1293-01-11-595 --- - - - - -- - - - --= `., - -- -- -- 42nd AVE
STANDARD PLANS, DATE AUGUST 21, 2001, OR LATEST EDITION. DATED: 8-2-04 ----- -=--_-=-----
-------------LEI 3---------------
PREPARED BY: SLADDEN ENGINEERING. ---------------------------------------------- #-------------------------------- -
==2.0 .--------------;----------------------------------- -----
I FDEVELOPER/OWNER OR - - _3,____*________
_ _ - ._ _- _ - - -
2. IT SHALL BE THE RESPONSIBILITY 0 THE TELEPHONE NO. (760) 772 3893. - 400 ------------------------------------------------------------_--_________________
CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE - ---------- --'
--------------------- <
II� i ----- �_---------------------_- = ---- -s _I ---- ,--'_y-- �_==---------------------------- -------___
DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR I _ _; - - ==----------------------- --------------------------------- -----------_-__ _ _ _ 3 MM WAMG DR.
SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE SAND FILTERS --- 2.7
SATISFACTORY COMPLIANCE WITH ALL CURRENT ENVIRONMENTAL REGULATIONS WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. ---- EACH -- ---p' ---#- -- -- -- - ----4- --------'----__----"---__------'--__--'-----
--.. l- F- -� o �-
DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL ----- ----- - - - ---------------------- - ---------------------------------------- ------ ,-------------------------- -----
STUDIES AND/OR PERMITS MAY BE REQUIRED. DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE
PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. - - _ - WELL
3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF - -
- R N !
APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL B IN IR
#1 ram'' f
AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT-----------�- -----•
BASIN OFLOW
RIGHT OF WAY. PROPERTY. / y ROU m
5.. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM CB#
4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. =1. E\D
I SAND LTERS /
LA QUINTA OR OTHER GOVERNING AGENCIES. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. q0° C 4 `j %& L A LINE '
I go 0 72x f 5.
I
7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY =26.00 10o ;P`AD-' 2 �� O O ,I ,
5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 PER PAD=25 a / ,Y
HOURS PRIOR TO ANY GRADING BRUSHING OR CLEARING AND EACH PHASE OF A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. --{ 40 _•5.. 2 .0'' v _
L w� FF-2 ^V/ .k � � .. , D 2 .5 - `,, � ,.,-" , '�, SOth AVE � AVENUE 50
CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO REQUIRING 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE { --! { AD= _ �. -rzw lhy
INSPECTIONS. A MINIMUM OF 0.3 DEEP AND BE CONSTRUCTED A MINIMUM OF 2 FROM THE / Z
. <
TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE C�pCFEi1A
I --I ,- - i / // p� a
6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 0.50%. # FF=26. O =26.00 CB#12 �� pt(�rr L� `y 3 o e�
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY. 90 - . 1 AD=25.9 0 PAD=25. �. ; / nn=1.2 �G 5 AVE$
( ) nibo ! AVENU
LOCATION OF ALL EXISTING UTILITES BEFORE COMENCING WORK. HE AGREES TO PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING 1 -26.00 -0.7 'So 0.7
BE FULLY RESPONSBILE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. =26.00 PAD=25.5 0.4 �` / L / =`
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM D=25.5 LA DUN�A 51rd AVE
fi Q►
ALL UTILITIES. BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY
C� I - 3
ENGINEER.. I � ._- F=26. 54th AW•
7. THE CONTRACTOR SHALL BE RESPONBISBLE FOR THE REMOVAL, 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" --1 V =26.0 Q�
REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE " ° _ =26.00 �%#11 /
A.C. ,OVER 4.5 CRUSHED A.B.. ADDITIONAL SOIL TEST(S) SHALL BE - U FF 26•
SIGNS. REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION ' , � CO � �4 � , PAD=2 ., PAD=25.5 .-' q�- 0.7 ffE
REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET wg B#1 ! ,`�� �' 40 0
8. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SECTION. I�; o ® -I g�3• Q� A"T AVE
C
SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND d C 40
11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET - ---
PAVEMENT MARKERS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY -`
SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADYWAY SUBBASE. G Q o --, FF=26.2
ENGINEER.', CB _
12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE oo "- =26.60 AD=25. i i 0.7
SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN PAD =26
9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE LJ Ed ' /go 0.4 SHEET
BENCH MARKS NOTED ON THE PLANS OR FOUND DURING CONSTRUCTION.
REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER TESTING OF ALL FILL PALCED. TESTING IN AREAS OF A CRITICAL NATURE OF a ;=26• ` I N E X O 1= SHEETS
SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE o�"S AD-26. ` CB#8
WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR, ONLY. Q /
SAMPLINGS. Q FF=26.60
10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE
13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS d g PAD=26. ` 0 1.3
,,,,,� 4, / ,/ -
HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE
ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH
TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE -�.;� ` �0 0.7 `
TIME PERIODS AS FOLLOWS: _i -26.60 =0.5 / CB�7
DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED I E 40 _
FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PAD=26.1 ; b.7
•'• OCTOBER 1ST TO APRIL 30TH: MONDAY -FRIDAY 7:00 AM TO 5:30 PM - � ,/ / •
SATURDAY 8:00 AM TO 5:00 PM PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES =0.4
4I �z; ,• 0.
USED BY THE FIELD TECHNICAN.
No.
DESCRIPTION
1
TLE SHEET
2
R GH GRADING PLAN 40 SCALES
3
ROUG GRADING PLAN 40 SCALE/ROUGH GRADING SECTIONS
14. ALL UNDERGROUND FACILIITES, WITH LATERALS, SHALL BE IN PLACE AND
MAY 1ST TO SEPTEMBER 30TH: MONDAY- FRIDAY 6:00 AM TO 7:00 PM - _
INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE I :�" =26,50
SATURDAY 8:00 AM TO 5:00 PM PAD=26.1
FOLLOWING: SEWER,' WATER, ELECTRIC, GAS AND DRAINAGE. � I ,.
WORK SHALL BE PROHIBITED ANY TiME ON SUNDAYS OR ON FEDERAL HOLIDAYS.
15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL y /r
ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS -
GRADII�IG ,AI�ITITIES
.. �.SUtTABLE FOR THE INTENDED USE.
- , :. _ •
!.1
11. ALL TRAVELED WAYS MUST BE CLEAND DAILY OF ALL DIRT, MUD AND
.. 16. BLOCK WALLS ARE NOT PART OF THE GRADING .PERMIT. SUBMIT FOR
' DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. - FF=27.00 --
SEPARATE BUILDING PERMITS . _
IN O D=26.5
CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER CUT FILL - �•. • 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF -
°` •° STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT I
12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN_ B / RAW VOLUMES
A ST R MWA E R INFILTRATION
THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL `
CONFORMANCE WITH THE STATE MANUAL OF .WARNING SIGNS, LIGHTS AND --- / /
I
ACCEPTANCE F I
DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN .ORDER CCE CE 0 STORM .DRAINAGE RETENTION/INFILTRATION FACILITIES, THE -- •,,-1 6`. SHRINKAGE (237.)*
TO ELIMINATE ANY HAZARDS. CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A �So
PERFORMANCE TEST DESIGNED TO . CLEARLY DEMONSTRATE THE FUNCTIONAL / / SUBSIDENCE (0.2')*
~ 13. CONTSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRES MUST ADEQUACY OF THE FACILITIES. jr
OBTAIN. A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) 18• THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL PAD OVEREXCAVATION
PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED
T �, SHEET 3
(NOI) WITH THE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A FOR THIS PROJECT.
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN � /`•�'
I
FOR THE SITE. THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM IS A �, TOTALS
NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY / / "
STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE STATE IMPORT
3,770 CY
30,870 CY
-----
100 CY
-----
3,660 CY
10,630 CY
1,0630 CY
14,400 CY
52,260 CY
-----
37,860 CY
WATER RESOURCES CONTROL BOARD.
14. THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS NECESSARY, Af,* VALUE WAS ESTABLISHED PER SOILS REPORT
SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE /
IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS � s►--
HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE
INDEX MAP VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE I
DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS
ORIGINALLY APPROVED. ALL COSTS INCLUDING BUT NOT LIMITED TO DESIGN AND 1 "=100'
IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL FEMAL FLOOD ZONE
BE BORNE BY THE IMPROVEMENT SPONSORS. ;
THE PROPERTY HEREON LIES IN FLOOD AREA ZONE C PER PANEL 060245 2270 A
15. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18)
MONTHS FROM DATE OF APPROVAL. THE IMPROVEMENT SPONSOR SHALL BEAR
ALL COSTS ASSOCIATED WITH UPDATING THE PLANS, INCLUDING BUT NOT
LIMITED TO DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH
ANY NEW CITY STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED
OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY
SUBSEQUENT TO THE PLAN APPROVAL DATE.
UTILITY AGENCY CONTACT
WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651
SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651
X'
ELECTRIC IMPERIAL IRRIGATION DISTRICT (760) 398-5854
CABLE T.V. TIME WARNER CABLE (760) 340-2225 .
TELEPHONE VERIZON (760) 323-1231
GAS THE GAS COMPANY (760) 323-1851
)
Underground Service Alert
A. P. N. N O.
772-300-002 & 772-300-003
PI OPERTV DESC1RIhT1C>M
PARCEL 1:
THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN
BERNARDINO MERIDIAN, AS SHOWN BY UNITED STATES GOVERNMENT SURVEY WHICH LIES NORTHWEST OF ALL
AMERICAN CANAL AS DESCRIBED AS PARCEL C0335 IN THE DEED RECORDED FEBRUARY 24, 1950 AS
INSTRUMENT NO. 2790.
PARCEL 2:
THAT PORTION OF THE EAST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9,
TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, AS SHOWN BY UNITED STATES GOVERNMENT
SURVEY WHICH LIES NORTHWEST OF THE ALL AMERICAN CANAL AS DESCRIBED IN DEED RECORDED SEPTEMBER
18, 1947 AS INSTRUMENT NO. 2674.
I�OTIC� TO CONTRACTOR
Contractor agrees that he shall assume sole and complete responsibility for Job site conditions during the
course of construction of this project including safety of all persons and property that these requirements
CALL BEFORE YOU DIG
SITE ADDRESS
-
,;
shall apply continuously and not be limited to normal working hours; and that the contractor shall defend,
o
pFE881
indemnify, and hold the owner and engineer harmless from any and all liability, real or alleged, in connection
with the performance of work on this excepting for liability arising from the sole negligence of the
CALL. -TOLL FREE
Q�
project,
owner or the engineer.
AVENUE
8A
p
The existence and location of any Underground utility pipes or structures shown on these plans were
' 1-800
�D
OU TA,
LA QUINTA, CA 92253
��(�
' � � � � �
obtained by a search of available records. These locations are approximate and shall be confirmed in the
field by the contractor, so that any necessary adjustment can be made in alignment. the
and/or grade of
� ZZ7-26O0
OWNER:
THE SOILS ENGINEER HAS REVIEWED THE PLANS AND
FINDS THEM TO BE IN CONFORMANCE WITH THE SOILS
_
PR �' 4276E
PREPARED',UNDER THE SUPERVISION OFF W per• s•6t•,os �
proposed improvement. The contractor is required to take due precautionary measures to protect an
p p p q p y p y
utility lines shown and any other lines not of record or not shown on .these plans.
THE GREYSTONE GROUP
341 BAYSIDE # 7
REPORT. REPORT # 544-1293-01-11-595, REPORT
DATED: 8-2-04
:r
NEWPORT BEACH, CA 92660
TWO WORKING DAYS BEFORE YOU DIG
(949) 566-9230
SOILS ENGINEER DATE
JANES HAYWARD PARDUE RC.E 42758 DATE CAL
DATE
BY
REVISION
APP'D
BENCH MARK
BASIS OF BEARNc;<s
80" ENGINEER
_ PREPARED BY-'
CITY ENGINEER
CITY OF LA QUINTA
JOB No.
.
NO. P.D.-3-3w
BASIS OF BEARINGS ARE BASED ON THE
SLADDEN ENGINEERING
PA UE.4.& RN LL 8E SOCI S. INC.
APPROVED By LA ou1NTA
342-1
HANDWELL MONUMENT AT
WASHINGTON & 42 d AVE
NORTH LINE OF THE NW/4 OF SECTION 9
39-725 GARAND LANE, SUITE G
a,
s P�silniin +► n Inesrin • Survs n Via•:
� C 9 9 eu,
ROUGH GRADING PLAN
_
n TOWNSHIP 6 SOUTH RANGE 7 EAST S.B.M. PALM DESERT, CA 92211 , .�� ,, _: ,:� �., Sht 1 d 3
1 MILE NORTH OF 44th � , �5 KALM'd DRIVE BLDG. M, S
a � TIMOTHY R. JONASSON RC 4 TENTATIVE TRACT 33220
AVE. PER P.M. 44/67-68 AS BEING N 89 46 (760) 772-3893 COS ", yIESA, CALI 92� E 5843 DATE
12 E. :. $EXP DATE 12-31-06 CLUBHOUSE APARTMENTS
.....r - ,_ (714) 2 i` 4flp *1 432 f.:AX :, SDP-2002-730
EL. 117.05 PUBLIC WORKS DIRECTOR / CITY ENGINEER
X<... 25.1 �\-J"'
,
/ X � t � ql � 8 � 2 �{ �' 22:8
8
i rL I{ D D 0 0 I
25.a s,r x J
S o o T
X -� I ,,. Q° d Q p 0 0 0
/ 24.4 25.4 / I �� , i `• }^,� J� ° °
X256 X255 X25.4 X24.7 4.8 24.8 tP, S , MTN. VIEW 0.06NTRY CL BX o >/
- - R //,W�� X RAW I _ _ R W
1
c..>--E�CISTING 18 WATER n.,�--�-.�-,_„_,/ vI •XI ING 18 WATER -
--�---
u
26.3 ��_ o _ EXISTNG 12 SEWER -- - -- 25 -- ---_ ------ _ ----� /--------
------------------------- --- --- �/ - ---- --- - _ �'_ _ �r
r-------- ----------------- --- --- --- --- - --Y� - --- ---- ------ -- ----------------------------------------------7---------- - ---- - ---------- --- ---- -- - ----------------- ------------'---- ------- --
-------------------- -----
REMOVE&-REPLACE 2s 9 -------
I 4612 E - i 2s.�-----------� 2. s 3 " "
- - - - _ --- - N89' -€ 2s.7 . N89 46 12 E
---=-- -- ��-- ---- -VRTO
-------4---- -- t'2-26' - ---- P R DRY UTILITY PLAN _ u, �_ -� - ------------------------------------------ e$
2s. b ,_ r- - 360 26 26._ 27 107 3 -..
2` 2�4-
�- M o PROPOSED CATCH BASIN PER 1+3��9 o � � �- T __
o STREET IMPROVEMENT PLANS eL-cB-#3 PROPOSED SDENING ma,_ -.._____ti P OP SED STREET^MEDIAN o �'' �EM.QVE &_REPLACE0 25.07 Tc P�ANRSTf3EET IMENT ER S EETPRC�vE1vfE1VT 'r? o PER DRY UTILITY PLAN / " REMOVE & R�E L pro �'S_�
-_�--- -__ EXISTING R W __ _ D• �f-DI An N89'46' "E: LANS_ _ EXISTING N89 4612E R DRY UTILITY PLAN
x
�41
PER D�5' CJ'iIL1T1'�LN 0 > . ti _ -, , ,., ,•, 'j.„ , --- r 0-=328 6-
�a y... .....y ry.._--'-"•-`_'°'.^:r-y--+`"-++-"y"--.^-^7-v^ -[-� Yl -r -.•__-."-.,,,. r /�/� y /
K
--- - --. -- ----- -
7 - M ---- - ---- -- _
�77EXIST SO-6' IID _.... _ -'-- ----------
\15.75.
PROI�OSED` R �///
-�.
-- - - --R W-
-- - Nl�„� s r
r.. 0+86.63 r ems,1 69,
25.6 AND F TER & OUTLET STRU RE ; _ ' . 24 , I �-� ; C 13
x 6. L AC LINE APE EA MEN 2 .44 rr LO LANDSCA
5 7r^ 23 r ` (►j - . 1 !' , ti , r `
5�
2 22 6• 4+07. 7 C EASEMENT 2 0�-._._ 2` - � / 24.4
�/ /
rrY r � 24.1 6' 20 21 �2542 E� P �� 2f 2 �(24.3 /
2 J ,
/ >» Z�s z �� �' .� F f, ,,,., lA � ��,'�TMRM
POSED r�18". `:, r , V w PROPOSED 12 �j
,� A
045 . �0 24.4 25 DRAIN w - � .P fV STO M Al /
SCREEN OUND g��c o,, ` �i / ,
`{ 2 :58 Tc ETION BA 12 p�;l zz.a ATTENU ON WALL o o RETENTION
'S• BASIN 2 / // /�
't Tw 25.78 BOT-18.5 1 76 IN
- - - - - - - 25.
2� --- , D
it LP WS'E=23.
00 �-. titi�� ° "' ,r w ,.y'5°� _ 'L`�� • �g �6 t c�1 B 1 I .. WSE= 23 4 / -
" ;yo• '► T 2 / ZS ; - 4.88 100
O OSED 1 S I 1+16.14 . N I 23. 7 SA TER
`i
0 M DRAIN cL ce 4 : ' Sp ry w w �4g 2.8 8 2 . TOP=24. E / /
26.2 `.. y
X � � n ° �� � ��o ,. ,.. ^, o Two ,2 ,� s PA - 545' 25 3�E 4. I '�24.3 ♦♦
` : n
R • ,o ;. F . 26 00 ,
25.92
f ti ti
t, ,��, t CR ., 1+44.97 I I
' b.7 O ,
�28.7L25
+ .82 F { 25.
23.76
; , OU TL T STR U CTU R �'�' � 1-.,. ••.- � L� I:. -' ;�,; 1 0.10
J l 26 .
J 5. 1 :., F UTL TRUCTURE /
23.7 2 ?� SAND FILTER _�` O FF-26.
LEACH LINE ° _ - .W { ♦ Q-\
+ h /
.9 . ,
RETAINING W
� f �, _, -Ft 26.00 s _ A y SO ? ♦ f� ,%
PER -DETAIL` INN SHT. �..�,.� .- 5
_ x\oY r__ PAD- 25.5
2
x 25. n '99
F 2 .so5 26 INDEX MAP
X A=2610 69� .. •p/S� / / s
/
25.4 24.8�j �,O s _ __j �9 7 •` \t ` iOwl
26.10 °
2 I l X LIuP 22.3 24.0 TG 24.5
9
�° ps 9S, 25.4 2g /, /
• \ 25.55 `� /
</
CVWD EASEMENT O�
2 7
1 "=200'
dr
\ 4
O..`25.5
j /
25.61
�\\FF=26.60
\ PAD= 26.1/ s6 / /
27.9 •� / /
- 08.
X24.4 X24.2 � �2 , �, \:,: ;. ;�, 7 / / �� � NOTE. CONTRACTOR TO VERIFY FINAL STRUC7YlRAL
4.C5 c / 4.79SECTION FOR BUILDING SLABS PRIOR TO
00
_ F =26660 ---_._ / /, FINAL PAD BLUE TOP
�' /
P D= 26.1
- AV / o 0 0 .2 n ` - /EAS Ei�
cn _._. / 2 7 X/
s / p / x
IRM off; 6.10 25.4 �. // /
_ _ _.. H /
po �• sA F FF-26. 0 H
a PAD= 5.60 /
,_,..._
2 7'
♦
X 25.5 °; � s+t3.2 ,.r 5.60 /� , ,/,
CL
- CB H 5
6 61. 0 � .. 1 27.5
24.2 M RM 24 � �i / /� /� ♦
2.8TtE„ X
\ 2 .52 IN N 2 X2�94 .79°♦i 27.7
74 A
rr � � , 29.5- 6.
5.60 x
Underground Service Alert
CALL BEFORE YOU DIG
o Q�pFESg�
CALL. -TOLL FREE FOR CONTINUATION SEE SHEET 3 �o a K p
,,,� GRAPHIC SCALE
1-800
�D - NM 4n�
227-2600 PREPARED UNDER THE SUPERVISION OF: 8-048
• • IN FEET )
1 Inch = 40 ft.
SEE RIGHT FOR CONTINUATION SEE SHEET 4
TWO WORKING DAYS BEFORE YOU DIG HAYWARD PARDUE R.C.E. 42758 DATE CAL
DATE BY I�EVIstoN APP'D PREPARED BY= CITY ENQINEER CITY O F L A QUINTA PCA JOB W.
APPROVED BY LA QUINTA 3421
PA VE, RN, . LIL & SOCIA S, INC.
ROUGH GRADING PLAN
Plann n 4engineering • Survey(n� Sht 2 of 3
; 1 KALmu a DRIVE BLDG. M, SLA' TENTATIVE TRACT 33220
Cos ESA, CALI . 92 ` 6 TIMOTHY R. JONASSON, RCE 45843 DATE
,.-y, .. CLUBHOUSE APARTMENTS SDP-2002-730
,,.. PUBLIC WORKS DIRECTOR I CITY ENGINEER
V..0 (714) 21 @ 1 43'2,.. X
E
0
0
N
15.2
47.1
24.3
12
4.3'
20'
I
0
a.
I IU
m
w
Y
U
a
FF PER
PLAN
°I-°
N 2%
MIN
18.5 BOTTOM OF
I MIN
2% -
77777777771
i
I
FOR SEE CONTINUATION S SHEET 2
9X4 P,/
10 19 17 24.6 4 ° 5.60 \
X 25.5 s+13.2 ,.,� / • ��
6 61. 0 00
CL CB 5 w 27 5 `� �iH
M ._ .BRM 24 9T
77 ,
X24.2 \ 2 .52 IN: N � � 2 t. YA. X28.4 ,79 ` � � 27.7
rn o
Y '^ \ s.3 •7 /
5.60 X
v ' /
/
J U J v J 1ACK FF=27.00
'
Q 0 SE p A-
_-26
°
-- b 1 4 25.70'�X
Ar
26__9 s. s 5 /
2 3 FF PER ` 27.s/
-�° T�' `LNINING WALL
G PLAN RE A \ /
SIN 1f2% P DETAIL HEREON �• S \ // ,ph �, �/
5-.t- / �, S/YAYLiGHT
RETENTION BAi c�O �� �54 ,
Q- ROUGH GRADE LINE , / // / /
_ /
- � 26.91 -
�q EXISTING GROUND 23.7T. - ` //�� �
�. G ROUGH GRADE LINE X .14 �� /\ �/ //
23
RETAINING WALL PER 0-
SEPARATE PERMIT
SEE DETAIL HEREON
? �/� ♦ �i
SEC T/ON 'B' �G- / 255
�.
96 /
NTS SHEET 2 EASEM�E T
NTS ,SHEET 2 ❑-� � Z �
ti 6 1
2
LANDSCAPE SETBACK 2
55 55 � 0 1
Q0 2 1 25.41 Q 0ell,
12' 34' 9' 9' 34' 12' I - 27.0
p 6.
32 p ►. 4124.7/ Q O
tN
ir FUTURE IMPROVEMENT w X
J �26.5
J
z w >
o 0) w
MEANDERING WALK 2 .1 TF / O •
PER SEPARATE PLAN
2% - -
---- ------
77 _ - - --- --
24.9
ROUGH GRADE LINE 0 >
//
SEC T/ON C � � / I .• � / /
NTS SHEET 2
24.8
X
23. 5
X // . 24.4 / !
10' 17' 28' 53.5' S 75'ad Mo now
.., _ � / % / + •
J 24. sz z PL
/ ti
10,
Y
JI _
a a l 2%
0-I H UI /
8" BLOCK WALL ..
MAXIMUM EXPOSED HEIGHT
18.4 BOTTOM OF
UNPAVED ROAD H' = 4.0'
T8i h� RETENTION BASIN MAXIMUM OVERALL HEIGHT
ly
i
RETAINING WALL PER EXISTING OFFSITE cRAOE ' J/
SEPARATE PERMIT Q-'�' EXISTING GROUND TOP OF Fo TING = 1.0'
SEE DETAIL HEREON - - /
3
EXISTING GROUND ROUGH GRADE LINE q� ?; �•.•. _ /
/4ETi4/N/NC WALL_ OETi4/L /NDEX MAP
SEC T/ON PAW SEC T/ON 'E' PER SEP N. T S.PERMI T 1 "=200'
NTS SHEET 3 NTS SHEET 2
19.2' 17' 26' 19' 10' 75'
� J
w
z Z �y
19.2 17 26 19 10 75 a 19.2 17 26 19 10 75 I _
OY
ly
J UNPAVED ROAD
c0 w w FF PER k r
z z Z z
c� Y z Y z PLAN 2 Zo
Z.
m a i m U Q _, U J I v 1.5% r%
I EXISTING GROUND\
�I 01
ROUGH GRADE LINE'
FF PER UNPAVED ROAD FF PER UNPAVED ROAD
PLAN
370 gj 1 PLAN
` 290
--_ 6'�
Underground Service Alert 1.5� TYP 2% H
g \ ` 11.5% �� \ NTS SHEET 2
CALL BEFORE YOU DIG EXISTING GROUND EXISTING GROUND
ROUGH GRADE LINE E 1
CALL -TOLL FREE ROUGH GRADE LINE �pFE88�
GRAPHIC SCALE
1-800 ,� o � ,� so '°°
N NTS SHEET 2 ,
tit 227-2600 NTS N0.
SHEET 2 PREPARED UNDER THE SUPERVISION OP. o Z en
42758
N
a IN FEET
�7 C/Vll► �! 1 inch = 40 fiw
TWO WORKING DAYS BEFORE YOU DIG �`� E
HAYWARD PARDUE R.C.E. 42758 DATE
DATE BY FEVOM APP'D PREPARED BY:
CITY ENGINEER CITY OF LA QUINTA PCA.,oBW. 3
APPROVEa BY LA QUMITA 342-1 o
PARIJE7,a RN LL & ` SOCI S. INC. !
N
ROUGH GRADING PLAN N
Plhnln:`°nginaering • Surva n ,;•
9ht 3 of 3
iN
k... r 7
,.,. KALN DRIVE BLDG. M, S T
k M. TENTATIVE TRACT 33220
COSH` ;MESA, CALI 92 6 ., TIMOTHY R. JONASSON, RICE 45843 DATE CLUBHOUSE ; o
AhARTMENTS N
:.e (714) 2�- „SOP-2oo2-730
�Q. 43 AX PUBLIC WORKS DIRECTOR / CITY ENGINEER
M
Gi a