0958—.:.�-zr+r.eM.si.r�rsr.•.�...•..�,...:._...s.� �.... ..�� ,�..�. ..... ... -n :lt1 .... ......... �.....,. ««....,. .,. ,..�....-.,:.. �,-. �.`.1. ..,. w........» ...-- ... �. .�.�. � .. ...—......... ..� » ,
NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE: Tr+nr 3��r 1 R. 1 �lofl
Subdivision Improvement Permit — Class II I
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION mn 91Q1 1 N'M r�carn�r TOP, - Q anfi Ii 1.pn, Aypntag
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION to provide 12ater for tract Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION install 1-12" stub out
at intersection of Milo rs and 1-8" st f1=t on
Adams arjiorox 500 ft north of proposed Ocotillo Dr sec attached district drawings nos.
DIMENSION OF INSTALLATION OR REMOVAL 16381/16384/1385
District to gp erate and maintain all
se`var and crater. lines
SIZE OF EXCAVATION, IF NEEDED 'r
APPROXIMATE TIME WHEN WORK WILL BEGIN 1/91
APPROXIMATE TIME OF COMPLETION 1/91
ESTIMATED CONSTRUCTION COST $ 30,000
(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. .
P.ob-_rt Ford
Signature of Applicant or Agent
Coachella Valley `rester District PO 2ox 1056 Coachella, CA 398-2551 x 265
Name of Applicant (please print) Business Address Telephone No.
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No.
City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class I I I
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ —0—
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
—0—
TOTAL: $
Receipt No.
Received by Date
Recorded by
PERMIT NO.
TO
PERMIT VALIDATION
0955
DATE APPROVED 12/1E/90
EXPIRATION DATE 6/30/91
DATE ISSUED 3-2118/90
By—
Administrative Authority
TELEPHONE: (619) 564-2246
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.': �.
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NOTE: 1
With proper validation
+ 'this'form constitutes an
encroachment permit`
CITY -OF LA QUINTA
APPLICATION FOR PERMIT
k
' PUBLIC WORKS 'CONSTRUCTION (ENCROACHMENT)
of TAg�
-For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sevvers,,_water mains
and other like'•public works improvements in connection with MINOR IMPROVEMENTS and APPROVEDr"SUBDIVISIONS
Subdivision Improvem nt Permit —Class III
DATE:rkarrnmVVz—r 1 A Ictgn Minor Improvement Permit Class IV •'
LOCATION OF:,C`ONSTRUCTION rrP •9ZQ1 1 NTP nnrnrar.- Arlamc.' Anel M9 Ax7p. ,tle
(Street address or Description'of Location)'
PURPOSE OF CONSTRUCTION to prWide Erc1.ter for traCt Sketch (attach construction plans if appropriate) _
DESCRIPTION OF CONSTRUCTION install= 1-12" Stub out
:=
at intersection of MileAgAdams and 1-811' st-Umut on '
Adams approx 500 ft north of proposed Ocotillo Dr see• attached. district ,drawings, nosy
'
DIMENSION OF INSTALLATION OR REMOVAL 16381/16384/16385
' District to- pperate anci' maintain all
` sewer and water lines
'SIZE OF EXCAVATION, IF NEEDED r
-APPROXIMATE TIME WHEN WORK WILL BEGIN 191
APPROXIMATET.IME OF -COMPLETION 1/91 r ' • - >
ESTIMATED CONSTRUCTION COST $' _ 30,000
(including.removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent' resurfacing and/or replacing improvements)
In cons,,deration 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 o'r*damage to persons or property
I� 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.
Robdrt Ford
` Signature of Applicant or Agent
Coachella Va]-ley Mter•DiStrict PO Box 1058 Coachella, CA 398-2551 x 2G5 r t
1.
Name of Applicant (please print) Business Address Telephone'No:
N r=e of C nfractor and Job F reman BusinessTelephoneAddress No
-
Contractor's License No. s City Business License No.-
Applicant's Insurance Company' `- F Policy Number `
FEES: Subdivision Improvement Permit � Class'I I I
Public improvements: 36/o.of estimated construction costs, r
Private improvements: 3% of estimated construction costs
Minor'Improvement Permit — Class' IV: See attached schedule
Inspection Fee $ _0_ PERMIT VALIDATION '
Permit Fee 99352X 0958 ,r
PERMIT NO.
Penalty . 12/18/90,
_ 4
Cash Deposit -Surety Bond DATE APPROVED
if required = G130/91
m0.. EXPIRATION DATE
' TOTAL: $ 12/,18/90, .
DATE ISSUED
f Receipt No. ,r 'f
By
Received by a Date !Administrative Authority
Recorded by TELEPHONE: (619) 564-2246
• a.4 .
'�
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The followingGeneral and Special Provisions are attached to and made a part of Permit No.
GENERAL. PROVISIONS
The following shall always apply: .�
'
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta rightof way
ONLY. Whenever construction extends within private property, it shall be the responsibility of the permittee (or 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 tracklaying 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 toprotect
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 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 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 Hrs. in advance of any traffic detours or delineations.
t
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 wateron 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.
„
•
' : r SPECIAL PROVISIONS
The follwing shall apply ONLY when indicated:r.gr ,
R1 OTIFICATION: Permittee
shall notify the City at 564-2246 at least 48 hours in advance of starting construction.
` R2 CASH DEPOSITS OR BONDS: A cash bond or an approved surety bond in an amount of not less than $ ,
shall be furnished in the name of City of La Quinta tocoverall work involved in the restoration of the various La Quinta
-
roads and survey monuments. This bond shall be continuous until cancelled by the City Engineer. This bond must be.
posted prior to commencement of any work on this project .
TILITYCLEARANCE:(Substructures) Prior to making any excavation within the City of La Quinta right of way authorized
�R3
y 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
+
f the permittee. r ' ,L `'
DR4TILITYCLEARANCE: (Surface structures)•No work shall be done under this permit until all utilities are clear of the
roposed work site. The, permittee shall notify all concerned utility companies of the proposed work.
R5 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be
t. surfaced with inches of A.C. paving placetl on` ' inches of class aggregate subbase course
having an "R” value of not lessthan ° and in conformance with City of La Quinta Road Improvement Standards
and Specifications, Ordinance #461.
,R6 PARKWAY GRADING: Area betwe4n the'property lineand top of the proposed concrete curb shall be graded to a slope of
1/4 inch to one foot (1').
R7 GRADES & STAKES: City of La Quinta shall establish grades and stakes for the proposed concrete curb and gutter
r r t
`t construction.
RS RADECHECKING:CityofLaQuintashallcheckgradesuponreceiptofplanandprofileand/o' grades as established by
licensed engineer. . " •'
R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( feet)shall be
`
" t removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and F
`
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
r R10 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.
�F R11 CULVERTS: A inch diameter (= - )culvert shall be installed with the invert approximately 1-1 /2
inches below and in line with the existing flow line. Culvert installation shall conform to the attached drawing.
V3R12SIGHT CLEARANCE: Sight clearance of 600 feet in either directionshall be assured and maintained.
SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall comply with the
anufacturer's specifications.'
CR.1 4e OORDINATE 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
_'ty of La Quinta forces to preclude delay or interference with State, or City of La Quinta projects.
R15 S VEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
! enterline of all streets or property lines when involved shall be completely tied out so they maybe readily and correctly
• 4
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 of replacement of all survey monuments for proper project clearance.
:.
RD-31- ". .,
- -
R18; SURVEY MONUMEN.TS:.Prior to excavation or beginning'of construction, all survey monuments shall be tied out by City.,,
of La,&BBha0 nd'3uitable payment or guarantee of payment shall be made as reimbursement for all work:involved ..�
PAVEMENT -CUTTING: Pavement will be mechanically cut to a straight edge prior to excavation Method of pavement
cutting shall be approved through the office of the City Engineer: (Under no circumstances shall excavating equipment
be used to excavate prior to cutting of pavement). Excavation material shall be placed in such a position as to best
facilitate the general flow of traffic. Prior to final paving operations, any damage to pavement straight edge shall be
corrected.
R18 PAVEMENT CUTTING: Pavement shall be saw cut prior to removal. Prior to final paving operations, any damage to
pavement straight edge shall be corrected.
R19 LIMIT OF EXCAVATIONS: Excavations shall be limited tot,000lineal feet ofopen trench before backfilloperations 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.
R20 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 (spongyor
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.
R21 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 maybe substituted, but in any
case a relative compaction of 95 percent shall be attained within the structural section of the roadway.
R22 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 isthe 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.
R23 COMPACTION TESTS: If so required bythe inspector, compaction tests shall be made at intervalsof not more than 1,000
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
C�.1Standard Specifications, Division of Highways. State of California, dated January 1973.
R24 OMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made asoutlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
R25 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 3,000 lineal 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.
R26 ERMANENT PAVEMENT REPAIR: After backfill and compaction operations 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 A , inch class b e shall qe placed no later than 1 -days after completion of
temporary road repair. ku (t n P c15
R27 PAVEMENT REPAIR: F.A.S.: Upon completion ofbbackiiif//fillIanndcompaction, atemporary patch consisting oftwo inches (2")
of cold mix paving (SC -800) shall be placed immediately. A permanent patch of three inches (3") of A.C. surfacing shall
be placed on six inches (6") concrete base as directed, but not later than fifteen (15) days after completion of temporary
paving. Concrete base shall be of five -sack mix and shall conform to the City of La Quinta Road Improvement Standards
and Specifications, Ordinance #461.
R28 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.
R29 SEAL ARMOR COAT: A seal coat consisting of an application binder and screenings shall be applied on all patch areas
where such seal coats existed prior to issuance of this permit. Seal or armor coats shall be applied as specified in Section
37, Standard Specifications, State of California, Division of Highways, dated January 1973. Work of pavement repair to
be accomplished by a licensed contractor engaged in the business of pavement repair.
R30 STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R31 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quints 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 permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be removed in sectionswhich can be handled safelywithout interferenceor hazardto 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 thefollowing paragraph. Where it
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.
R32 TREE TRIMMING:
a. Only the necessary trimming shall be accomplished to provide clearance of the facility for one calendar year.
All broken or weak sections within the trimming shall be removed.
b. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at anyone time.
Adequate signs, flagmen, and/or barricades shall be provided to protect the traveling public at all times.
c. If tree trunks are partially outside of the City of La Quints road right of way, permittee shall make his own
arrangements with adjoining property owners for consent to the trimming in addition to the authorization provided
by this permit.
d. All tree trimming on EVERGREEN TREES, PALM TREES, and other ORNAMENTAL TREES shall be accomplished to
the satisfaction of the City Public Works Inspector.
e. Abutting property owners shall be contacted, in all instances, prior to trimming or topping trees.
f. Pruning shall, in all instances, be at the shoulder of the crotch to insure even, fast healing in all cuts of two inches
(2") and above in size. Sealant shall be applied to all cut sections as directed by the City Public Works Inspector.
------------- — -
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'-
'ADDITION. --- PERMIT'N0:0958----CONDITIONS -'-
'
Tract •23913, Water. Services -
1
- R33
Survey monuments;shall"be,protected -in place - or .
,•
re-established pursuant to-- City •'standards_ and the State of'
..
California Land,Surveydr!s Act.
_ R3.4:
:Work shall - be coord_ inated, with thea City 'of La Quinta' s
~
forces to -preclude delay_ or. interference with the. City of La
Quintals pro j ect•s 4
.R35
Contractor shall comply with the local --noise ordinance -and'
•
.construction,operations,and maintenance of equipment.within
.
one half mile -of human occupancy shall" be performed only -
'during the time periods 'as' follows : -
,
., October- 1st, to 'April 30:. Monday=Friday `7:OOa.m. =5: 30p'.m.
�G•
Saturday 8:00a-.m.=5:00p.m.
Maydlst:to September-30i..Monday-Friday6:00a.m.-T:00p.m. •.'
r Saturday, 8:00a m'.-5:00p.m.
Work shall be prohib"ited 'anytime .on Sunday: and' Federal;
1
F
holiday.
`•R3 6
Traffic control 'shall—'be a`s 'per Cal Trans Traffic •Manual .
}...
Field -adjustments in'detouring shall be accomplished as
• �'_
directed in order.,to adjust'to actual field conditions. It
shall",be the`contractor's,Tresponsib lity to adequately .
'barricade, and detour.•.'this site. 'A Traffic.,control' plan shall
be submitted . for approval by the City Engineer., =
R37 -.".'All"
'All excavation at or near.r,the`travel way shall be backfilled -:
,
at the .end of the :work day; for ;the protection' of the
traveling=public' . '.
^- R38
Street closures shall not', be' .allowed- at any time. }'
R39.
A minimum ofcone paved ;travel lanes on both Miles and •Adams
' -
shall ,be maintained 'at all times; with flagmen during
^ working ' hours . "• r
R40 U:
All work. to be� performed -. within the -existing paved -section
•
. shall be • temporary : paved and maintained by the � Permittee ,
_
permanentpavement_.shall,'be placed no later than 15, days -'•
;. '.
after completion +of' the temporary road repair . ° ` •
R41
Ingress and egress for local properties sha1T be maintained
'
at all -times. -
R42
Prior • t_6 ,work starting, a Underground -`Service . Alert shall" be
.'
contacted.at 1-800-422-4133.jand an. ",inquiry,, number". shall be,
•
providedato the,City-'Public Works Inspector. w
' R43
Pavement shall'•, be ,sawcut prior. to - removal . : ,..
1s - cl•r..7+' F 9,:' •+. 9vir - ''
'Tn stri`".•+; u•�ia,,, - " -
_
,..,. .k•..:.s� mow,,;....,' ,, 4
' .�• z"' w i",r -?-+"' ',r
'=<. 5th iTM ".x.tp
.. .. rkt. "i� ' T 5-s'�'� v,i '3'?F
``�'-;
,rs ,s'
mss. s"� i44_ _ "F -?i ,- 2-,.•.e,
. , 'Additional,_'Conditions ions..7 Encroachment :Permit.'No r• . 0958 , x"
'.' Tract 239T3SWater'Services,
Page 2 .
' R44-1 .A11:6ackfill subgrade soil shall be compacted to nothing
" ,less than 900. relative dry density, -all backfill, -soil within
the' top 21', of "finish" pavement 'surface shall be -'compacted to
nothing. less'than.95o relative dry density, all base
material shall be compacted to,.nothing,'less than 950
,
relative dry'density.
,
R45 Replacement- pavement '-sections,;shall. �be 4 AC over 8 _Class
II' aggregate base
R46 If, the work isY to -be performed.•by forces other than that -of
,
- the utilit- com an. the contractin
y _ p y, g, company �wi•11 be _
+' °required to apply for an additional encroachment permit
' and pay the appropriate,,fee. ,
t
q _�
r ra
NOTE:
With proper validation
this form constitutes an
encroachment oermit
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.11l
DATE: , 2 \3 _q 0 Minor Improvement Permit Class<IV
LOCATION OF CONSTRUCTION (-09- ES- ADAMS ST• £ MALES Ave • —V q xT 23R k 3
\r4 Lcq Qu \tATQ
ISuseraddress or oasaiption.of Lbcstion)i
PURPOSE OF CONSTRUCTION -To moykOE \NA1E9L Sketch (attach .construction plans, if appropriate)
DESCRIPTION OF CONSTRUCT•ION;�•-'-`'`�"`tt `—`G siva uv -t- r..
TtIE tNTERSELnotJ F MILES A0A•MS A 7 1-8 ' n
�boy . ow as S S P�2L . •Scn FT N. of Fmm§0
DIMENSION CF INST.'.LLATION OR REMOVAL 0c0}tt\0 OR-tvE•
SIZE OF EXCAVATION, IF NEEDED. X
APPROXIMATE TIME WHEN WORK WILL BEGIN` t I q I
APPROXIMATE TIME OF COMPLETION g
ESTIMATED CONSTRUCTION COST'S 3�• ��
(Including removal of ail obstruction, materials; and debris, backfilling, cont- -
paction and placing perm anent resurfacing and/or, replacing improvements)
In consideration of the granting of this permit, the --applicant hereby agrees .to:
CV Sit
\10S. j(018% ( v.3%y (I(o S
}o
o,\\ Sewed c:x•d
V arses
Indemnity, defend and swe.the City, its authorized, ap chs. officers, representatnn and wnployees, homiest Iron` and against anv and au
penalties, liabilities.•or loft rawltitgxfrorn clainsaor court action -and arising outof arty accident: loss or damagerto persons.or proo*rty
happening or occurring as a prontunata:rewWall any,\work-u Km &ken,under4tho Permit, Wanted- pursuant, To this application..
Notity the Administrative Authority at least twenty-four 1241 hours in advance of the time when work will be started.
Comply with all applicable City Ordinances.- the terms rand conditions of the permit and all applicable rules and regulations of the C+tv at
V Quints and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
C:N.W .D. Q.o .C3ox koss CCa>_(_VRxkl0L,
Name of Applicant (please print) Business Address Telephone No.
5 ame_
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No.
City Business License No.
Applicant's Insurance Company Policy Number
R .
,
NOTE AGC QU.4iVT/ T/ES �Eii/OTEO BY Ait/ //�/O/C/9TE tl
T//AT Th'E 6✓�/OLE 0� .4 /:F/ZT O� ThE QUF!!�</T/TY /S' ,2E�GECTE� /.V A TOTAL D�A5'/TE ,OUF/T/TY PES PGA
INDEX MAP
,1...1-•4 iii
TY.d/C.Q G /it/TE.�'/O.cz S T.E�EE T
11
11 1 ou�A Ir n1 I. PRIVATE ENGINEERING NOTE
v. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH
Colt : TO t t FREE GE. FRALLYACCEPTEDCONS TRUCTIONPRACTICES, CONSTRUCTION CON-
TRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPON-
aI SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUC-00
T/ON OF THE PROJECT, INCL UDING SAFETY OF A LL PERSONS AND PROPERTY; --
/ 40 THAT THIS REQUIREMENT SHALL BE MADE TO APPL YCON TIN UOUSLYAND
_ NOTBELIMI TED TONORMA LWORKING HOURS.ANDCONS TRUCTION CON-
;' y1t11 3 TRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN
PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
• , ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS REVISIONS
1N0 NOKhl\G 1)41 BF:FOKF: 101 UI(:
PROJECT, EXCEPTING LIf 'I IT-YARISING FROM THE SOLE NEGLIGENCE" OF MARK
,f I' DESIGN PROFESS/! f
DES BY M.M., J.C.S. DRAWN BY J.C.S.
EST.'/Yl/9TE' OIc
QU.git/T/T/ES
Py,4s�-Z
NO.
/TEM'
!/.viT
el-,V17-4oMr
4
AlT
r
0"Al.'
/Z "A' 11'(14 ` BEYVO - -
EA.
/
/
-----
3
14/2 1eEL/E) . li,9Ll�E --
Z
/8"x/B"G.e05.5
2
32
/?" TEilJP. BL11V,0 A-Z,4/VGE
1•A•
3
C
Qs1tOfESS/O�,
33
GENERAL MANAGER -CHIEF ENGINEER R.C.E. No. CO23078 ,-
REVISIONS:
[
DATE APPR.
91
I
G "F. ASSY
EA.
/8
/4
4
5
/B"CML/CMC STEEL OR D/
PIPE
GF
2026.14
/
� � `
6
1e"GNL /CMC STEEL ORD,/
PIPE
GE
z5.,7-1 ��
2,�6✓'O/
/710.54 '
7
8" CML /CMG 5 rE"EL Ole -0/
P. RT/�1EN7� JTc=
CT/
- — _
eo
g
/ 8 " 8 4/77-GR•FL.Y VALVE
EA
/4
!4
ev
q
/8`x 8 " �eE0C10E�2
T/TLE: a
EA
4
4
/O
/8X10' teEOC/C E/e
6"14
/l
8'x
7RE ��N'��"R
T• &4 C t�IRECTIONOF
C� �r - -
___ _ J.F. Davidson Associates, Inc.
"IN'TF1E "CITY OF LA QUINTA, CAL-1FORd�'f"�1$ 6
- -
-
/Z
8" x 4" ,2EOl10Er2 I
__ �� tNGINFFHiNG cLAPJ rJING SiIHVEY1'4il AH: Hl'E, , iHf LAND',( APF. ARCHITEC'URF
EA
Z
Z
❑ 3880 LEMOI! STREET, SUITE 300 ❑ 11200 S MT. VERNON AVE„ SUITE "D" ❑ 73-080 EL PASEO, SUITE 106
REGISTERED CIVIL ENGINEER NO,6 PO BOX 493 COLTON, CA 92324 PALM DESERT, CA 92260
' CA
/3
A
—�--
EXPIRATION DATE 12-31-89,
-RIVERSIDE, 92502 (714) 825 1082 (619) 346-5691
DATE: (714)686-08,14 FAX 714-685954 FAX 619-340-0529
SCALE BENCH MARK:
V-. ■
- - - - -
WAERLANS
161
OF SHEETS
/4
/8 "X 46'r TEE
P.D. 3I.E.
- °�
, __
r
/S
/211X /2 " TEE
�
EA
2
2
DATE: JUNE 19139 ELEV. 92.067 FOR
OUINTERRA.' W,O.` F.B. FILE
a,
494-1-093
/7
.B°XB" T..E
i
EA
.5
4
/
/8
8"X 4510".e3EiVO
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2
3
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20
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/"SERVICE- W1 " METEi2
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all RSSY.
EA
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Qs1tOfESS/O�,
33
GENERAL MANAGER -CHIEF ENGINEER R.C.E. No. CO23078 ,-
REVISIONS:
[
DATE APPR.
91
BO'E q/
914C/6C_1_1OW DE!//CE
!M/GES ,41/ENUE�
EA
2
2 '
35
314- /FI/t MZ -7 -el? l'Y//%z " SERI/ICE
BAC.(�FG Ol?/ O -VIC
(ADAMS 5re e—, T
EA
EA
1
/
� � `
General District Notes for Domestic Water ,
r,
1. All materials and construction shall conform to the Standard Specifications
for the Construction of Domestic Water'1Systems (Standard Specifications) of
the Coachella Valley Water District (CVWD)
Unless modified by the Standard Specifications, the standards of the
American Water Works Associations shall apply to all materials and
construction methods. '.
' 2. All work shall be inspected by the CVWD. The charges for inspection shall
be in accordance with the CVWD's Regulations and Standard Specifications.
3. Work performed without inspection shall"be rejected.
4. The minimum cover for water distribution pipelines and appurtenances shall
"I certify that the design of the water System in Tract No.
be 36 inches. Streets shall be brought to subgrade and sewer -Installed
is in accordance with the Water System expansion plans of� the Coachella _ ; before pipeline is installed.
Valley Water District, and that the water service, storage and distribution f"
system will be adequate to provide water service to such tract. This certi- 5. All connections to existing facilities will be made by the District at the
f fieation does not'constittite a guarantee that it.will supply water to such owner's expense. Sixty days notice required.
-tract at any specific quantities, flows or pressures for fire protection
�- or any other purpose. I: r 6.'� The separation between water and sewer facilities shall be as specified 'in
' CVWD Standard Drawing W1. -�
Dated: 12 Z R '
7. Contractor shall contact the Chief Inspector, CVWD, at least 48 hours)prior
to start of construction to arrange a preconstruction conference.
Coachella Valley Water ( tic:, 8. An approved cleaning tool shall be pulled through the pipe during the
r° Engineer, R.C.-E. progress of its assembly to remove dirt, rocks or foreign materials.
No. CO28454 .�
9. No water or sewer pipelines shall be installed under decorative concrete,
concrete, curbs or sidewalks. All in -tract streets shall be paved with
R/W asphalt concrete pavement.
i 44'
_ 10. These plans may, be subject to review and/or revision, by the District, if
construction has not begun within 12 months from Date of Approval as'
"shown
in CVWD Drawing Approval Blocks.
11. Contractor shall submit to CVWD a list of materials to be used prior to the
—_. -- - preconstruction-eonferenc-e:==-Onl"at�r a�-s-ten the-agpraved-
6 �' f
sioEwacr used. List shall include quantity, manufacturer, model, size, and other
FUTU PE
/.t-1P,POl�E'.GfENTs Cu.PB E GUTTER � pertinent data...
•12. Contractor shall schedule his construction activities with the Chief
t Inspector, daily, between 3:30 and 4:30 p.m. for the following working -day.
_ --- _
d If CVWD is unable to provide an inspector or inspectors, Corrractor shall
L reschedule its work for another time.
p: 4'
/W/,V. LO✓e,.?A4 e— iN
RCSPG'GT TO FUTURE ' PRoa. i8' cn�%.,�,c If Contractor elects to cancel scheduled work without notice to CVWD
STEEL ov Q/-.aT�R Contractor shall be charged 1 hour of inspection time for each day, of
)occurrence.
40Q4-15 57i4FEET13. Contractor shall call Underground Service Alert at 1-800-422-•4133 at leap::
` t
two working days prior to start of construction.
/i/OTE•' LOT Ph'.gS//VG
1 • __ P,�/A5'L?� /CONS/STS Of LOTS / TiyRU /O /i(/CL. 6.3 , 'U ///ro mlex
�--- ----- W Ex /�T/�l. 7t�r f�f/�•4 TE�c'' N1.�1 /il/
!'LATFi(:W S,) .4ZO V6 , OC'OT/LL O &7,e fOrP LOTS
S.S T.S/iP!/rB4c /AYSTXLI •E',O .TUR//VG /�'fi/.4SE ` •'.
�,c,�l//C'�' � /d-f�T�i'.� / W�4T�� /1'1,4)91/ //i/AI>A�1•S S'TiPE�'T,4/I/IJ �JLES,4v��/UE. It//LL 8�
_ /it/S'T,4LLEU d U.P/NG P•�/,g SE #, f
R/W
MIL ES 4VENuE
'Vor TO 564 C6-
APPR DATF
CHECKED B)
z
C.V.W.D. DRAWING APPROVAL
GATE
26 DE
i �' 1 0430 JL
Checked.
C 1989
PRO IEC ENGI EER
I
Recommended
DWS. N0.
DEPUTY EF GINEER OR R .E. N0. CO28131
1 ,
-16.�.81
E
Approved: -
C
Qs1tOfESS/O�,
�J /�'a�+� / p�f �•- /�+� �•� -r'
f7�/— /Z UY�� L+I��r�T//UG [.. ��/ ���C� / /G�%`�
GENERAL MANAGER -CHIEF ENGINEER R.C.E. No. CO23078 ,-
REVISIONS:
[
DATE APPR.
BO'E q/
sY7-,A-,'4!5-
� � `
,•*, ti1E.vr� r®'.�a'�'sC,+�ri.rse�ea Y .Qiv�,+��/
�
i;.��
Off"/;-
_._ ___
NO. 25116
P. RT/�1EN7� JTc=
CT/
- — _
3�1 Z989
ev
T/TLE: a
7RE ��N'��"R
T• &4 C t�IRECTIONOF
C� �r - -
___ _ J.F. Davidson Associates, Inc.
"IN'TF1E "CITY OF LA QUINTA, CAL-1FORd�'f"�1$ 6
- -
-
KPr,ARL
` •+',�
__ �� tNGINFFHiNG cLAPJ rJING SiIHVEY1'4il AH: Hl'E, , iHf LAND',( APF. ARCHITEC'URF
;
❑ 3880 LEMOI! STREET, SUITE 300 ❑ 11200 S MT. VERNON AVE„ SUITE "D" ❑ 73-080 EL PASEO, SUITE 106
REGISTERED CIVIL ENGINEER NO,6 PO BOX 493 COLTON, CA 92324 PALM DESERT, CA 92260
' CA
_ �_ _._-�
2-3-9-1-
R A C7 2 3 3i
A
—�--
EXPIRATION DATE 12-31-89,
-RIVERSIDE, 92502 (714) 825 1082 (619) 346-5691
DATE: (714)686-08,14 FAX 714-685954 FAX 619-340-0529
SCALE BENCH MARK:
V-. ■
- - - - -
WAERLANS
161
OF SHEETS
APPROVED BY:
P.D. 3I.E.
- °�
, __
r
AS SHOWN
I" I.P. WITH COLhNTY TAG HANDWFLL MONUMENT
c _
�
DATE AT INTERSECTION OF AL�3i49 "i, 1h' M1Lti AV PpR OF N.W. /4ECT�%O/V ZD,T5.5,
DATE: JUNE 19139 ELEV. 92.067 FOR
OUINTERRA.' W,O.` F.B. FILE
a,
494-1-093
NO
1/
7 !AA-/
i �' 1 0430 JL
95
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(/) /2 'x /8 " C,2055; (2) /B BUTTE,e cLY
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/t/ECT 60 /V f, S /2 " X
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AliEN(/E' it/O,eTf/ Off" � �'' EX/ST/it/G
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O� TO BE E?E/y!O/iE0 PES ST.C9EET
y;
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AOAIW5 STRAEjE7
STA O t 50. /c-?
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S/OES OF ,di20R /Z ”"x B' a STA O t 00. 00 A/
/8 " C,�OSS TO EX/ST. /Z " �� ✓ _1
Civ7C/C/y/L THE OEYELOPE�2S a </) /B" C,20SS Q
EXPENSE. / LL o a'� (4) /B " BUT TE,2,cL Y K "5Ile
L -_
00
(/ /8 BL/NO
C0N7-A-_4C7-0,e TO CONNECT
COiV T,P,4C 7-0,2 TO /V,4/1V- I /& GF TO /B` B. P, UNOE.2
TA/N /NSTF/GLAT/ON A,2EA I O/, -?ECT O/S7-,2/C!//6/621V EX/ST. EP
/NS TALL FYNAL P.4 V/A/G ./, __- _— �/ moi•
c� O�'!/ELOF�E,2 EXF�ENSE" �
STA. O -- 09. 00_
• lil Exis r /z"ceps' .
a (4) EX/ST /Z 1,GATE ✓. s
n (Z)EX/ST. /Z"BL/ND FLANGES
b
NOTE:
EX/ST//VG pAVE/YIEiVT STA O -lo S. DO
ALONG /y!/L ES A I/E/VUE </) /B " x e?
1V0,E'7-,c/ 0,1= lit
//VG PA!/EME/1'/ENT AL ON�i
40,4105 EF/S T O.c �` TO BE STA O - 7/. 00
,�E/yJ0 f/EO F�E� ST,2 EET (/) B " BG c��voF� ASS y
/49P,201/E/y/ENT F�L,4NS
PROP175E0 F//V/SHED SURFACE
37 NORTH OF it (U. N. O.J
PXZOF/LE 6C4LE
vE,(777 = / " = 4'
4 S
Rlw
ST,4 St SO.00
T,d= 85. /0 e7 GT
Cp1VS,
T,r��C,
T ,�••c�C/c
/yJ
8= � ST�FG pe O
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9 /D
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J\ J.� ti AIATc'N A J C 6IivE �
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SE,Pv/CE lry/B<ICK� �j,
FLOW DEXICE N
PROP. IVE0141V w/LANDSCAPE
STA. G x-08.00
A11 L ES AVENUE
�v
0
Checked:
PROJECT ENGINEER
a�
Q
C6
Recoeeended•
A-,
9 /D
TE/YlP0,2,9.2Y
2ETE/V T/ON�J
J\ J.� ti AIATc'N A J C 6IivE �
S 5 3
i
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FLOW DEXICE N
PROP. IVE0141V w/LANDSCAPE
STA. G x-08.00
A11 L ES AVENUE
41
EX/ST.
�
V
0
Checked:
PROJECT ENGINEER
Recoeeended•
L
.'DEPUTY IEF NGINEER
—
A
R.C.E. No. C 3/1
�i�•"•!'r/L
F'
App•oved:
GENERAL MANAGER -CHIEF ENGINEER
R.C.E. No. CO23078
REVISIONS:
41
EX/ST.
�
V
0
r�-
APPROVAL 0
DATE
26 DEC 1989
DVB. No.
16384
BATE I AM.
75
IN THE CITY OF LA OUINT ALIFORNIA
NDER IHE DIRECTION Of ,
Q��SSIQ PREPARED U A
,4 KARL T. BOETTCHER
• +-- -` !�` f J.F.Davidson Associates Inc.
Underground Service Alert PRIVATE ENGINEERING NOTE } ;��Q ���jr� ��,rE
- _`� _ �'
,;pJ.rFt(;, ';r„N rilrJn;:,cruFl a�,RFF. I ; >!' Pte` �e"� R.C.E. 25176 � .. r. 1 �, ..t,_r, E
ti , r•nu N'. 51i r.,, ',.) 1 S i. �. r �. �.,,,.. .t,! iT T, ��.
I M, r:,, n ;,,, ',,it-, D' 3-080 EI Paseri, Smite 106
_ TRACT 23913
Co L L . -TOLL FREE
Gf Nf HA((V Ai;Cf PTf D CONS (RU( TION PRA( r'Cf b CON;i IRtJL 11(7N ('ON wiOA 4t' i upon. CA 9.' 324 Palm Dlrsert. CA 92260
TRACTOF' WIf L BF PFOUIPF E' To A',suME sof F AND (:oMPf f rF PFSPoN _-_- -._ _ } { 'Y � ��1 %�. DATE 12-31-89 DATE /� �. �9 ,
t, r�u1r. (,A 9.x1. 3 h:.., Xt., .t 1 ,i .346-5691 W
- ,IPi(l1� FOR JOBStTFCONDITK)N';DUPING IFFf rOURSFOFCON.5IRU( , �, pp ----- WATER PLANS OF `SHEETS
1-800
- 800 TION of TFif PR(5Jf ( I INCL UDIN(J `.AFf TY UFA(L F'f RSUN'SANU PROF (R. � ---_ 1 _.__ _ } � DEC• 31 amq � APPROVED BY F •„ i 86 )F 44 FAX t<, y -34O 0529
(tfAr TH15 RE UUIRFMFNI SHALL f?f MADF TO APP, YCONIINUOUSL V ANU i k
' �,I68f 5954
tiO' BF L I Mi'E f) TC NORMAL WORrING POOPS. AND CONSTRUCTION CON - _ _ _ }
A A _ _ Q
/ `122 - 4133 R FUR'IIFF? AGREES rn Dt FEND INFu MNIF ArJL> F+Of l) i E `iI(;N _- i” � s (, �ry- N1'•` _-_ ___.-- ----_--__-.--- --- SCALE WN f.3E_NCH MARK P.D. 3 I.E.POR OF N.W. 1 /4 SEC. 20, T. 5 S., R 7 E.
n„ a( (� ? �'r - 04 --- - AS SHO
B rAPMLf�,�s FPOM AN ANi _
. lf, � 1Bu.Tv Rfnl � �
rF r11: :,I(1N, �. ,f I TION will• r,l 111 {7r uFi�+T^n: t 0) A()I±r i)r, Itn_;------- -- ,.rE: �,,,. (�Al �. I r I.P. AT INTERSECTION OF ADAMS ST. AND MILES AVE, FOR Q
���(t��ltttht�(,tt�1�Itlltfltl but Ittt, PP),jtG1txCfPTwcuABlflrYARlsirv(IrPnMlfttSO(FNL(,LI(,tNCFOf MARH H[viSION`, At't-t. �`.,���,/�� DATE_ DATE JUNE 1989 Q��NTERL7A W.O. F.B. FILEhO. 8911093
•• E1E GN P1rOF FS�,�UrJAL DESIGNED By M.M., J.C.S. DRAWN By J.GS., T.E.E. CHECKED By K.T.B.
ELEV. 92.067 —
Imm-
:. 163
84
b
70
G 7 8 9
STA. Co -s' 4(4.4/
(/) /8"X B " 'eE•OUC E&2
T—
T -T
O/ST,4e/C T
/B" C.t9L�CMC'goAV 00' /Z' 3Z"�✓
STA. Co',- 35.4/
/l B" BCOG✓OFF' ASSY.
Irmo
/35.8
CU.2B GUTTER
S/OEG✓f1LK .N
r ^� 67,q 74 70.049
J� (/)Z':9/2,2EG/EF✓AGILE
Al 000 /Z' 3Z A/
'V 00 ° /Z' .3Z"W
fo.
00'
AW7Cq
3
o�c
Underground Service Alert
CaLI J01l FREE
1-800
It1,�
422-4133
IN11 ��IINI�I\1, 1141 Bt.FI)HI 111t DI(
STA. 7f B5.2q AO/!/l�S
STA• Ow- 00. 00 OCOT/GGO
IF (�) /B~Xi2" rEE
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e
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'5// T/
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N
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C.V.W.D. DRAWING APPROVAL
1 SEE
SIVE
ALL FLA/V!o EO
�
FlTT//VGS, NO
BELL SP/GOT.
I
a,.ok.a= Ail
II
A/O TE"
STA. le 70-97.o0 4OA415 ST DEVELOPER TO A-f4/N7-,47//41
Jw
scA� / = Qo��'" EG1at� e /NSTAC L fl T / ON fi��2 EA ANO
D/ST Aln,,,CES TO /NSTALG. //VS TAL C �/ NAG. f A V/NG
e
(2) /a' e. v s. -
AT T/!E OEUEG OAE
xoEiC/SE
C. V Wo l✓EL C.
NO. 5708
. h Exsr. /2�c✓M
ti
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PRIVATE ENGINEERING NOTE
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH
GENERAL LYACCEPTEDCONS TRI/CTION PRACTICES, CONSTRUCTION CON-
TRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPON-
SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUC-
TION OF THE PROJECT, INCLUDING SAFETYOF AL L PERSONS AND PROPERTY.
THAT THIS REQUIREMENTSHALI BE MADE TO APPLY CONTINUOUSL YAND
NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CON-
TRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN
PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
ALLEGED, IN CONNECTION WITH THE' PERFORMANCE OF WORK ON THIS
PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OFMARK
DESIGN PROFESSIONAL DESIGNED BY M. 2
REVISIONS APPR. DATE DATE: DATE AUG -'89 AT INTERSECTION OF ADAMS ST: & MILES AVE. FOR , Q�1INTERRA W.O. F.B. FILE NO, 8911093
VN BY J.C.S..eF CHECKED BY K.T.B. ELEV. 92,067
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C.V.W.D. DRAWING APPROVAL
DATE
a,.ok.a= Ail
26 DEC 1989 1
PROJECT ENBE p
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DYB. No.
R�BerMed•
DEPUTE EP INFER .C. E. No.
163$5
STA /Z¢ 97.00
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A°°,•„'
BENE MANAGER -CHIEF ENGINEER R.C.E. No. 223078
REVISIONS:
DATE APPR.
3
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PREPARED UNDER THE DIRECTIO OF
KARL BOETTCHER
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___ _ _ _ _.-__ _IN- THE .CITY, OF_LA QUINTA, CALIF,,
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J.F. Davidson Associates, Inc.
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TRACT 23'9 13
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EXP. DATE 1213189 DATE /
3880 Lemon Street t x; Mt Vr,mon Ave.. Suite D" 7:3-080 EI Paseo. Suite 106
P.O Box 493 , C 01" A a �: 24 Palm Desert. CA 92260
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Riverside, CA 92502 (.".1 8: 088 i6l O) 346 5691
WATER LAN
DEC. 311989
PPROVED BY:
86-0844 FAX 619 3a0-04,79
OF„,SHEETS
FAX 714-686-59`4
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SCALE AS SHOWN
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REVISIONS APPR. DATE DATE: DATE AUG -'89 AT INTERSECTION OF ADAMS ST: & MILES AVE. FOR , Q�1INTERRA W.O. F.B. FILE NO, 8911093
VN BY J.C.S..eF CHECKED BY K.T.B. ELEV. 92,067
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