3003'MOTE:
With pripper validation
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, 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: 9a����9 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION C1-00 N'0M3`1ATN VY11t,i
1A QUINTA, CA 92253
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION 21�122
DESCRIPTION OF CONSTRUCTION 71110CATZ STR AS
OI,l uz' tsl xk,�,G pyt"q I;X I'I C: ICI^�i;T.II
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
Sketch (attach construction plans if appropriate)
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
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.
i Signature of Applicant or Agent
Name of Applicant (please print) Business Address Telephone No.
a TA"7; C00S—LtUCTION' CO. SA' ;;
Name of Contractor and Job Foreman Business Address Telephone No.
577776 3,r)G5
Contractor's License No. City Business License No.
Applicant's Insurance Company (;E2 7VV_ LIA1111X5KY 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 $ RGIJ.GC
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
$
Received by Date
d (�
JUL 1 91999
44 PERMIT VALIDAT ON ��� Y•
PERMIT NO.�9 3
DATE APPROVED
EXPIRATION DATE
DATE ISSUED`
By
Administrative Authority
Recorded by Telephone: (619) 777-7075
f CjF,11 .
NOTE:
With proper validation gt
this form constitutes an
CITY OF LA QUINTA
encroachment permit ����.' •-
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) oE�
OF TBa��s
For the construction' of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other,like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class II I
DATE: 6 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION o 7- �90 C�O���� ���^�
/-A QLU / r✓9r4 / L� �% fi �i 7
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION
DESCRIPTION OF CONSTRUCTION I Et.v c.M•T. P
Aft SffjJAjF 604 _rtM
'DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
Sketch (attach construction plans if appropriate)
g rf,& ',t- ACAF o co�orTi +� s
APPROXIMATE TIME OF COMPLETION '
ESTIMATED CONSTRUCTION COST $
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
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 rid all applicable rules and regulations of the City of
La Ouinte and to pay for any additional replacement necessary as the result of s rk.
Sig al of Appli or Agent
&j4,r1l 62W7-a X 97//
Name of Applicant (please print) Business Address Telephone No.
Go 106
Name of Contractor and and Job Foreman Business Address Telephone No.
Contractor's License No. Ity Busln e-No—
Applicant's Insurance Company��9� Cfh 8 L �� olicy Numbe
ica
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
�O0
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ BUD
Receipt No.
Received by Date
. 2774
PERMIT VALIDATION
PERMIT NO. O 03
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
Administrative Authority
Recorded by 11 Telephone: (619) 777-7075
The following General and Special Provisions are attached to and made a part of Permit No. 39
. GENERAL PROVISIONS
The following shall always apply:
ENROACHIIIIENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La-Quinta right of
way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to
secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACKLAYING' CONSTRUCTION EQUIPMENT: Cleated tiacklaying construction equipment shall not be permitted to"operate on
any paved surface unless fitted with smooth -faced street"pads. All mechanical outriggers shall be fitted with rubber street shoes to
protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing
pavement is scarred, 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 cost as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the
City Engineer or La Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and
concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes
necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work.
Drainage structures and open drains shall be kept free of debris at all times for proper drainage.
RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right
of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction.
Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed
prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used
immediately after backfill.
DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall
be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary..
CLOSING 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:
NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
UTILITY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quinta right of way
authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing
substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole
responsibility of the permittee.
UTH. I'Y CLEARANCE: (Surface Structures) No work shall be done under this.permit until all utilities are clear of the
L/ proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
R4 , PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ' inches of A.C. paving placed on inches of class ' ' • aggregate subbase course having an "R"
value of not less than and in conformance with City of La.Quinta Road Improvement Standards and
Specifications, Ordinance #461.
PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
1/4 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.
CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (_feet) shall be
removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
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 2 1/2 inches of A.C. paving placed on of class aggregate base.
Driveway construction shall conform to attached drawing.
SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
R10 SOEL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications.
RlI 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 of City of La Quinta projects.
R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when involved shall b'e completely tied out so they may readily and correctly be
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to
these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified
upon completion or replacement of all survey monuments for proper project clearance.
R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method
of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating
equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best
facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
R14 LBUT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the
traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No
excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction
material is actually on the work site.
( Rl BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any material which the City of La 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 in lifts of not greater than
three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
17 BACKFILL PLACEMENT: Backfill shall be applied. in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (5') lifts where trenches are of excessive depths. Care is to be exercised that the
backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting
compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction.
Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where
jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous.
R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road. One (1) copy of each test shall be forwarded to the City Engineer for
approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the
Standard Specifications, Division of Highways, State of California, dated January 1973.
R19 COMPACTION TEST'S: If so required by the inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of
California, dated January 1973.
TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a
maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the
placement of the temporary pavement exceed a five (5) day limit.
R21 PERMANENT. PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a
inch class base shall be placed no later than days after completion of temporary road repair.
( RZZj 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.
STREET RESTRWING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be
accomplished by a licensed,. bonded and insured tree service, and bandied safely without interference or hazard to the traveling
public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump
hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or
barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the
surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall
comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
SPECIAL CONDITIONS --PERMIT NO.3003
--- STARK CONSTRUCTION CO. --=
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. Stark Construction Co., hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control. All areas shall be kept watered down daily including weekends.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and
more frequently if required.
4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance _18 § 1, 1982), throughout
the work site, the Permittee shall comply with City regulated work hours. Operation and
maintenance of equipment within one-half mile of human occupancy shall be performed only during
the following time periods:
October°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 1 st 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.
5. Work performed within 500 feet of a signalized intersection is restricted 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.
6. 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.
7. 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, if required, 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.
Special Conditions - Permit No. 3003 Page 1 of 4
SPECIAL CONDITIONS --PERMIT NO. 3003
--- STARK CONSTRUCTION CO. ---
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 one travel lane of paved surface shall, be
maintained with flagmen at all times.
9. 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.
10. 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.
11. 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 Geoiechnical 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 an 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.
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.
Special Conditions - Permit No. 3003 Page 2 of 4
SPECIAL CONDITIONS--PERNIIT NO.3003
--- STARK CONSTRUCTION CO. ---
F. 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.
G. 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.
H. 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.
I. 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.
12. All excavations within City of La Quints 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.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced'to
its original condition.
14. Access and egress to all local properties shall be maintained at all times.
1.5. 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 feetof trench. Verify exact structural replacement section thicknesses with the City.
'. prior to installation.
Page 3 of 4
Special Conditions - Permit No. 3003
SPECIAL CONDITIONS --PERMIT NO.3003
--- STARK CONSTRUCTION CO. ---
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 'h" max medium finish course lift
for capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. For transverse trenches across improved streets, the existing pavement surface, three (3) feet
on either side of the excavated trench, shall be cold -milled to a depth of 0.10', with a "butt"
joint created along each edge of the.cold-milled area, and a new 0.10' lift of %" max medium
asphalt concrete pavement overlay applied throughout the cold -milled area. ,
E. For longitudinal trenches within improved streets, the existing pavement surface, through the
lane width (within lane line striping); shall be cold -milled to a depth of 0.10', with a "butt"
joint created along each edge of the cold -milled area, and a new 0.10' lift of/z" max medium
asphalt concrete pavement overlay applied throughout the cold -milled area.
F. 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 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.
16. Pern ittee shall notify the City of La Quinta Public Works Department a minimum of 48 hours prior
to commencement of any construction at (760) 777-7075.
17. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work
performed under this permit with an approved dust control treatment. Soil stabilization shall be done
immediately after completing the operation.
18. 'Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated certain city, streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use. a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically
grants permission to use the street to deliver street construction materials and/or equipment.
19. This permit allows for the relocation of the sump (per grading plan tract no. 26769 prepared by Fitch.
Engineering) at 81-990 Mountain View.
20. The City of La Quinta reserves the right to revoke, suspend or void this permit at anytime.
Special Conditions Permit No. 3003 Page 4 of 4
.. . . ............
GNMEBAL. NOTRS -CR"ING NOTRS
1. OLL WORK NOLL K DOME TO ACCOADAHM WM THE STANDARD PLANS OF THE 1. IF THE CIVIL ENGINEER OR soms ENGINEER ARE CHANGED DURING THE
CM OF LA WINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC Wows COURSE OF WORK. ALL WORK SHALL BE STOPPED UNTIL A REPLACEMENT HAS
CONSTRUCTION. LATEST EDITION, AND RIVERSIDE COUNTY STANDARDS AND AGREED TO ACCEPT THE RESPONSIBILITY FOR CERTIFICATION UPON
SPECIFICATIONS OROrMANCENO. 461. LATEST EDITION. COMPLETION OF THE WORK.
dw m 0�� L____L --- 4, 2-4 -T 2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF 2. ALL BRUSH. VEGETATION AND OTHER DELETERIOUS MATERIAL. SUCH AS RUBBISH
_W30726TE-169. LA QUINTA OR OTHER GOVERNING AGENCIES. SHALL BE COLLECTED. PILED AND REMOVED FROM THE SITE PRIOR TO PLACING
4" FILL, LEAVING THE SITE FREE AND CLEAR FROM OBLECTIONABLEMATERIAL.
*A 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
k4e577 APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT 3..: MY UNDERGROUND STRUCTURES SUCH AS CESSPOOLS. SEPTIC TAWS. WELLS
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. -HE AGREES OR PIPES NOT LOCATED PRIOR TO GRADING ARE TO BE REMOVED OR TREATED
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE INA-14ANNERPRESCRISED BY THE SOILS ENGINEER.
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY A14D ALL
UNDERGROUND UTILITIES. 4. SOIL. ALLUVIUM. OR ROCK 14ATERIALS DETERMINED BY THE SOILS ENGINEER
7M& iiia-r.47AME-5
&V /A 424/ AS BEING U14SUITABLE FOR PLACEMENT INLCOMPACTED FILLS SHALL BE
A/7
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL. REPLACEMENT OR REMOVED FROM THE SITE. THE SURFACE SHALL THEN BE PLOWED OR
RELOCATION OF ALL REGULATORY. WARNING AND WIDE SIGNS. SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES UNTIL THE SURFACE IS FREE
FROM UNEVEN FEATURES THAT WOULD TEND TO PREVENT UNIFORM COMPACTION
5. STREET NA14E SIGNS AND TRAFFIC CONTROL SIGNS. TYPE AND LOCATION SHALL BY THE EQUIPMENT USED.
F�o el BE APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING. LEGENDS AND
464
PAVEMENT MARKERS. TYPE AND LOCATIONS SHALL BE APPROVED BY THE CITY 5. BUILDING AREAS SHOULD BE OVEREXCAVATED TO A DEPTH OF AT LEAST
ENGINEER. F VE FEET BELOW THE BOTTOM OF THE,FOOTINGS. THE EXPOSED SURFACE
6. THE CONTRACTOR SHALL NOT Drawn EXISTING SURVEY 140NUMENTS OR BENCH- SHOULD BE SCARWIED. 14DISTURE CONDITIONED AND RECOMPACTED TO AT
75 MARKS NOTED ON THE PLANS. OF FOUND DURING CONSTRUCTION. REMOVAL AND LEAST NINETY (90) PERCENT OF MAXIMUM DENSITY. THE PREVIOUSLY REMOVED
THEER WITH SOILS SHOULD BE REPLACED IN THIN LIFTS AT NEAR OPTIMUM MOISTURE
REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENS AN CONTENT AND COMPACTED TO AT LEAST NINETY (90) PERCENT OF MAXI
R.C.E. NUMBER BELOW 3%966. OR A LICENCED LAW SURVEYOR ONLY. DENSITY. OVEREXCAVATION AND COMPACTION SHOULD BE VERIFIED By TESTING
THIS APPLIES TO THE BUILDING AREAS AND AT LEAST FIVE (5) FEET BEYOND
7. GRAOrNG SHALL BE IN ACCORDANCE IM THE ENGINEERED GRADING REQUIREMENTS FOOTING LIMITS EXCEPT ADJACENT TO THE EXISTING EQUIPMENT BUILDING
OF UILDING CODE. LAT 10N. AND SOILS REPORT WHICH WILL BE LIMITED BY THE PRESENCE OF THE SHORING A UNDE INNING
NO. ARED BY NO RP
SYSTEM.
T ?5w- L I
8. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC INSPECTOR 40 HOURS PAT S. MATERIALS FOR COMPACTED FILL SHALL CONSIST OF 14ATERIALS APPROVED
on By THE SOILS ENGINEER. FILL SOILS SHALL BE FREE FROM ORGANIC VEGETATION
TO ANY GRADING. BRUSH1146 OR CLEARING AND EACH PHASE OF CONSTRUCTION
AT (619) 777-7075. AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. 14ATTER AND OTHER UNSUITABLE SUBSTANCES.
/Oo. 7. THE MATERIAL USED IN THE COMPACTING PROCESS SHALL BE EVENLY SPREAD.
9. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT WATERED. PROCESSED AND C014PACTED IN THE LIFTS NOT TO EXCEED 6 INCHES
WCINITYK" DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED IN THICKNESS To OBTAIN A UNIFORMLY DENSE LAYER.
TO PREVENT PONDIMS WATER AND DAMAGE TO ADJACENT PROPERTY.
10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF�1' WHEN THE MOISTURE CONTENT IS BELOW THAT SPECIFIED BY THE SOILS
.0.9 MILE OF HU14AN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIOD$ ENGINEER. WATER SHALL BE ADDED BY THE CONTRACTOR UNTIL THE MOISTURE
N. T. S. CONTENT IS NEAR OPTIMUM AS SPECIFIED.
AS FOLLOWS:
OCTOBER IST TO APRIL 307W. MONDAY-FRTDAY 7. 00 AN TO 6- 30 PM 9. WHEN THE MOISTURE CONTENT Is ABOVE THAT sPEcIFIEDsy THE sorLs
20* 43* ENGINEER THE 14ATERIAL SHALL BE AERATED BY SLADrNS. MIXING. OR
SATURDAY 8*00 AN TO &00 PH OTHER METHODS SATISFACTORY TO THE SOILD ENGINEER UNTIL THE MOISTURE
14AY IST TO SEPTEMBER 30TW M'NDAY-f"'AY G* 00 AN TO 7* 00 PM CONTENT IS NEAR OPTIMUM AS SPECIFIED.
SATURDAY 8:00 AN TO 5:00 PM
10. WHERE FILLS AREL MADE ON HILLSIDES OR EXPOSED SLOPE AREAS, GREATER
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY. THEN TEN (LO) PERCENT. HORIZONTAL BENCHES SHAM BE CUT INTO FIRM
Lit AFTER CLEARING EXISTING GROUND SHALL BE SCARIFIED TO A MINI" OF UNDISTURBED NATURAL GROUND TO PROVIDE A HORIZONTAL BASE SO THAT
60 ON THE ENTvE.srTE OR As RECOMMENDED By SOIL$ REPORT. EACH LAYER Is PLACED AND COMPACTED ON A HORIZONTAL PLANE. THE
INITIAL BENCH AT THE TOE OF THE FILL SHALL BE AT LEAST TEN (LO) FEET
IN WIDTH ON Frft UNDISTURBED NATURAL GROUND AT THE ELEVATION OF THE
12. MAXIMUM CUT AND FILL SLOPES - 2f 1. TOE STAKE PLACED AT THE NATURAL MOLE OF REPOSE OR DESIGNSLOPE AND
WIDTH AND FREQUENCY OF SUCCEEDING BENCHES WILL VARY WITH THE SOIL
f3. PADS SHAM BE COMPACTED TO A MINIMUM OF SOX RELATIVE DENSITY PER CONDITIONS AND THE STEEPNESS OF SLOPE.
A.S.T.M. SPECIFICATIONS AND ABOVE MENTIONED Sol S REPORT.
IF SURrED REMAINS AM ENCOUNTERED DURING DEVELOPMENT. A QUALIFIED
14-' MINI" BUILDING PAD DRAINAGE SHALL BE 2X. DRAINAGE GWALES SHALL BE ARCHAEOLOGIST SHALL BE CONTACTED IMMEDIATELY AND APPROPRIATE
A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP MITIGATION MEASURES CAN BE TAKEN.
OF CUT OR FILL SLOPES. MINI" SLOPE OF SWALES SHALL BE O.5OX.
-MOVING AND WORKING OPERATIONS SHALL BE CONTROLLED TO PREVENT
12. EARTH
15. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF. WATER FROM RUNNING INTO EXCAVATED AREAS. EXCESS WATER SHALL BE
MAXIMUM DENSITY AS DETERMINED BY UNIFORM BUILDING CODE SEC. 7010 PROMPTLY REMOVED AND THE SITE KEPT DRY. FILL MATERIAL SHALL 140T
OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY -
SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDIN CODE BE PLACED. SPREAD OR ROLLED DURING UNFAVORABLE WEATHER CONDITIONS.
06 , - .. I % . . �i I A �t a WHEN THE WORK IS INTERRUPTED BY HEAVY RAIN. FILL OPERATIONS SHALL
SEC. 7002. OR EQUIVALENT- AS DETERTMINED BY THE CITY ENGINEER.
NOT BE RESUMED UNTIL FIELD TESTS BY THE SOIL ENGINEER INDICATE
THAT THE MOISTURE CONTENT AND DENSITY OF THE FILL ARE AS PREVIOUSLY
A,' is. ALL STREET SECTIONS AM TENTATM THE MINIMUM SECTION IS 3' A.C./4.5' A.S. SPECIFIED.
CLASS II- ADDITIONAL SOIL TEST MAY BE REQUIRED AFTER ROUGH GRADING
TO DETERMINE EXACT SECTION, REQUIREMENTS. CITY ENGINEER TO APPROVE 0. COMPACTION SHALL BE BY SHEEPSFOOT ROLLERS, VIBRATING SHEEPS)FOOT
FINAL STREET SECTION. ROLLERS- MULTIPLE -WHEEL PNEUMATrC-TIRED ROLLERS OR OTHER TYPES OF
LAPP&END 76, 17. ACCEPTABLE C014PACTING ROLLERS. ROLLERS SHALL BE OF SUCH DESIGN
LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL THAT THEY WILL BE ABLE TO COMPACT THE FILL TO THE SPECIFIED DENSITY.
ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE SUFFICIENT IN BOTH
ROLLING SHALL BE ACCOMPLISHED WHILE THE FILL MATERIAL IS WITHIN
HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING THE SPECIFIED MOISTURE CONTENT RANGE. ROLLINS OF EACH LAYER SHALL
OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPE A
CI L BE CONTINUOUS OVER ITS ENTIRE AREA AND THE ROMER SHAM MAKE
TOP�OF CURB -BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. SUFFICIENT TRIPS TO INSURE THAT THE REQUIRED DENSITY HAS SEEN
T-C. EMPHASIS SHALL
LOT IS OBTAINED.
'F.S. FINISHED'SURFACE so. ALL UNDERGROUND FACILITIES, WITH LATERALS. SHALL BE IN PLACE AND
F.G. FINISHED GRADE 4 INSPECTED PRIOR TO PAVING. INCLUDING, BUT NOT LIMITED To THE L4. FILL AND SACKFILL SHOULD BE COMPACTED TO THE MINIMUM OF NINEIY (90)
FOLLOWING: SEWM NAM ELECTRZC. SAO AND DRAINAGE. PERCENT OF MAXIMUM 13RY DENSITY OBTAD40 BY THE ASTH 0 1557 TEST
19. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENSINEEA METHOD.
F.L. FLOW LINE
.6. B. GRADE BREAK SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL 19 SUITABLE 15. AUXILIARY STRUCTURES INCLUDING FREESTANDING OR RETAINING WALLS SHOULD
FOR THE INTENDED USE.
let12
1* __� _�_ �'o mz HAVE THE EXISTING SOILS 3' BENEATH THE BOTTOM OF THE FOOTING OF THE
H.P. HIGH POINT .12 1 TRUCTURE COMPACTED TO 90%. THE GRADING REQUIREMENTS APPLY 70
SCALE: 0. THE FINAL COMPACTION REPORT AND APPROVAL FRON'THE SOILS ENGINEER 9HALL SHREE (3) FEET MOND THE FACE OF WALLS.
P. L.� PROPERTY LINE 1* 20' 2
CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE
(465.0) EXISTING ELEVATION 4&S& - IDENTIFIED WITH TIE METHOD OF OBTAINING THE IN -PLACE DENSITY. WHETHER 16. FIELD DENSITY TESTS WrLL BE PERFORMED BY THE SOIL ENGINEER DURING
465.0. PROPOSED ELEVATION SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. GRADING OPERATIONS. AT LEAST ONE (i) TEST SHALL BE MADE FOR EACH
17 SUFFICIENT NUT" DENSITY DETERMINATION SHALL SEPERFORMED TO VERIFY FIVE HUNDRED (500) CUBIC YARDS OR FRACTION THEREOF PLACED WITH A
_4&.5- EXISTING CONTOUR m C* THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. MINIMUM OF TWO (2) TESTS PER LAYER IN ISOLATED AREAS. WHERE
z 0 21. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DTAT. MUD AND DEBRIS SHEEPSFOOT ROLLERS ARE USED. THE SOIL MAY BE DISTURBED TO A DEPTH OF
SEVERAL INCHES. DENSITY TESTS SHALL BE TAKEN IN COMPACTED 14ATERIAL
5PA' DEPOSITED ON THEN AS A RESULT OF THE GRADING OPERATION. CLEANING BELOW THE DISTURBED SURFACE. WHEN THESE TESTS INDICATE THAT THE
TO TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER.
DENSITY OF ANY LAYER OF FILL OR PORTION THEREOF IS BELOW THE
REQUIRED DENSITY. THEPARTICULARLAYER OR PORTION SHALL BE REWORKED
22. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE UNTIL THE REQUIRED DENSITY HAS BM OBTAINED.
BUILDING PERMIT.
17. THE METHODS FOR REMOVAL OF SUBSURFACE IRRIGATION AND UTILITY LINES
23. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN WILL DEPEND ON THE DEPTH AND LOCATION OF THE LINE. ONE OF THE
CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS. LIGHTS AND DEVICES FOLLOWING METHODS MAY BE USED* 1) REMOVE THE PIPE AN
2 D COMPACT THE
FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS. IN ORDER To SOIL IN THE TRENCH ACCORDING TO THE APPLICABLE PORTIONS OF THESE
ELIMINATE ANY HAZARDS. GRADING RECOMMENDATIONS, 2) THE PIPE SHALL BE CRUSHED IN THE TRENCH.
THE TRENCH SHALL THEN BE FILLED AND COMPACTED ACCORDING TO THE
24. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL EXERCISE SUFOICTENT APPLICABLE PORTIONS OF THESE GRADING SPECIFICATIONS. 3) CAP THE
SUPERVISORY CONTROL DURING GRADING To INSURE COMPL
TANCE
PLA"St SPECIFICATIONS. AND CODE WITHIN HIS PURVIEW. WITH THE ENDS OF THE LINE WITH CONCRETE TO MITIGATE ENTRANCE OF WATER.,
THE LEMIGHT OF THE CAP SHALL NOT BE LESS THAN FIVE (5) FEET. THE
25. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING CONCRETE MIX SHALL HAVE A MINIMUM SHRINKAGE.
GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS. Is. ABAN13ONED WATER
WELLS ON THE SITE SHALL BE CAPPED ACCORDING TO
SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW.
THE REQUIREMENTS OF THE APPROPRIATE REGULATORY AGENCY. THE STRENGTH
OF THE CAP SHALL BE AT LEAST EQUAL TO THE ADJACENT SOILS. THE
26. THE CITY ENGINEER SHALL RESPOND WITHIN THREE (3) RK
No INS DAYS WITH FINAL ELEVATION OF THE TOP OF THE WELL CASING MUST BE A MINIMUM
CONSTJ 1E ?UCTION NOT -ES & .0 FINAL STREET SECTIONS AFTER SUBMITTAL OF 'no VALUE TESTS FOR ROADWAY OF THrATY-SIX (36) INCHES BELOW ADJACENT GRADE PRIOR TO GRADING
SUBBASE.
OR FILL OPERATIONS. STRUCTURE FOUNDATIONS SHOULD NOT BE PLACED
QUAAW77 z1CITIA"arzo 27. THE CONTRACTOR 18 RESPONS OVER THE CAPPED WELL.
TOLE TO PREVENT SILT CONTAMINATION OF
STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SU13SEQUENT
IMPROVEMENTS By THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL
ACCEPTANCE OF STORM DRAINAGE
PaISN TRA
CONTRACTOR SHALL CONDUCT. IN '7OF TtZION FACILITIES. THE
RE 4 IL CITY INSPECTOP, A
EN
PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNC71ONAL
CONSTRUCT DRIVEWAY APPROACH PER RIV. CO. STD. 207-1066r ADEQUACY OF THE FACILITIES.
-CONSTRUCT P.C.C. DRIVEWAY PER ARCHITECTS PLAN %,;.46 6,--
28. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES
AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT.
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4� LA QUINTA. CALIFORNIA 92253
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EXISTING GALDESCRIPTION
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Underground Service 'Alert ;0 LE
Call: TOLL FREE - - - - - - - - - - - - - EXISTING 60 CUM LOT 14 OF TRACT NO. 26769-AS RECORDED IN BOOK 235 OF MAPS
-41. RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
AT PAGES 40
- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -
1-800 ------------------ --
422-4133 ASSESSOR PARCEL
S NO.
769-480-014
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE PR1EPNM UNDER, THE DIFECTM OP.
IN THE CITY OF LA GurNTA. STATEOF CALIFORNIA
ALL UNDERGROUND UTILITIES OR STRUCTLMS REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
08, EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE
OTHERS AND THOSE SHOWN ON THE RECOR
THEIR APPROXIMATE LOCATIONAND EXTENT. THE OWNER. BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE e?" PRECISE GRADING PLAN
r
-THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO. ACREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, E N 0 1 N E E R V N 0
To ASSUME LIABILITY AND TO HOLD UNDMISNE.D HARMLESS FOR ANy'0AMAGES INCLUDING SAFETY OF'ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- N0.50083 Kufrm A. STIANSEN SHT.
RESULTING FRO14 EXISTENCE OF UMEAGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AM NOT SEE LIMITED TO R.C.E. 93 0/30/0 P'.0. BOX 622 TBACT NO. 26769
REPORTED TO T LMXMrGNFA MOT INDICATED OR SHOWN ON THE RECORDS z �P. PATE
EXAMINED. THE CONTRACTOR IS,REGUjMD TO TAKE DUE #RECAUTI NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FUTHER AGREES w Exp 06-30-97 LA QUINTA. CALIFORNIA 92253
OK4Ry TO DEFEND, INDEMNIFY AND moLp DESIGN PROFESSIONAL HARMLESS FAOM APPROM Or. .. $
MEASURES To PROTECT THE UTILITIES OR STRUCTURES A DATe
SHOWN ND.ANy OTHER ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE LOT 14
UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL be THE CONTRACT�_ PERFORMANCE*OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING Pit (919) 771-2736 FAX, .(819) 564-7719 LOT 14 OF TRACT No. 26769 AS RECORDED IN BOOK 235 OF MAPS OF__L SHTS
SR'S RESPONSIBILITY TO NOTto-Y tME OWNERS OF THE UTILITIES OR cn I %il -
TOUCTURES C FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 0 AT PAGES 40 - 41. RECORDS OF RIVERSIDE COUNTY. CALIFORNIA.
.01,1100jim 111110001i_ WORK.
STARTIM MARK APPR. WJLe 20 BeRCHPAW PD-109-70 LOCATED IN THE BE 1/4 OF THE HE 1/4 OF
DAVID X. COSPER CMISLED SQUARE ON S.E. WING WALL OF CANAL. LOCATED SECTION A T.6 S.. R.? E.* S.B.M.
DESI$NED Or DRAWN 11r. CHECKED BY' Cm ENSTNEM R.C.E. 39022 EXP. DATE 3/31/97 DATe JULY 19 45. 0 FEET WEST OF MADISON, ST.. IS. 0
96 AVENUE 50. FOR: V. 0. NO: