0950„.- !' '�” - "�:t" Y r.w'�3s4��°'�It$S�y�.z�&,�.'�Te�'�'ryt1. +'�"�j�,, ",,,,"�` ti•. '*,!_-,�'�+M�'d'
1 kA
` NOTE:' 1� �' w ►
-� ; fi
' With' proper validation
this form'constitutes an . -
encroachment permit e CITY OF LA'QUINT I A
'
APPLICATION `FOR PERMIT..
k s PUBLIC' WORKS CONSTRUCTION (ENCROACHMENT).
For the construction of public, or private" curbs, driveways, pavements, sidewalks, parking lots, sewers, -water' mains .
and other like public woks improvements' -in connection with•MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class.11l
DATE: Dec r 6.1990 Minor Improvement Permit Class IV
' LOCATION OF CONSTRUCTIONS 25237 'north of Ave. Fernando w/o Eisenhower Dr.
' + '• t j
(Street address or Description of Location)7.
r . .
PURPOSE OF CONSTRUCTION 4-r* „Y►�.��,'*"*�+ �t,*- �o,�r;. Sketch (attach construction plans if appropriate) ,
DISTRICT FORCES TO INSTALL ,(4) four
DESCRIPTIONfOF CONSTRUCTION i-etf-nil A n„* ��nn4nt1
0
s Stub •out connectmons as'folla,ra:
.1) approx. 2401 * e. of westerly tract
boundary t on Ave. h'ernando (811
DIMENSION,OF INSTALLATION OR REMOVAL 2) appr6x. 640''P of wester tract
• - boundary' ori Ae: Fernando . (12") ,: t
5. 3) approx.- 790± e of westerly tract
SIZE OF.EXCAVATION, IF NEEDED '6 x,6' boundary ori Fernando, (12")
4) approx. 890'±• of westerly tract.
APPROXIMATE TIME WHEN'WORK WILL BEGIN 12/90.' boundary on Fernandq {ir"}
"� .' �, ,�':�'''`. :... • as sham on -attached r11'. ,
APP,ROXIMATE TI
�TIME OF COMPLEON 1/91 C"VWD to mp'erate andi.rita
,mairi'arll }
ESTIMATED CONSTRUCTION'COST $ 53,000 sewer and water ling.''•
it
(including removal sof all' obstruction, materials, and debris; backfilling, com
t
paction and placing permanent' resurfacing, and/or. replacing' improvements)•r
"�. In consideration of the.granting of this'permit, the applicant hereby agrees to:
r�. + IndemniN:.clefend and save the"City, its authorized agents, officers; representatives and employees, harmless from and against any and;all' + Y
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 asja proximate result of any, work' undertaken under the permit granted pursuant to this application.ti
r ; N'• Notify the AdministrativeAuthority 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
s ' La Quinta and to pay for -any additional replacement necessary as the result of this work. F
f,�'' •� ' ,. . _ �,, .. '- i •�
Robert' FC)7.U "••*'• ]'fi
Rd
` -
� t �� Signature of Applicant'or Agent
Coachella Valley``Water District PO Bbx 1988••Coachella; CA 398 -2G51 -,ext 265 ,A.
- � •Name of Applicant (please print). -Business Address r' Telephone No."' t f'
Name of Contractor and Jol;Foremin Business Address Telephone No.
• ! J ; of , , r ,••!1�'.• r
Contractor's License No.T City,Business License No.
Applicant's Insurance Company z!'_r •Policy,Number y
FEES:' Subdivision Improvement Permit -Class III' }
r'
Public improvements: 3% of estimated construction costs�L- ', - `r = • '
Private improvements: 3% of estimated construction costs �T
Minor, Improvement Permit -Class IV:.See attached, schedule
Inspection Fee $ 't -0- PERMIT'VALIDATION
Permit Fee r PERMIT 095r,
NO.
Penalty ti DATE APPROVED.- 12/7/90'
Cash Deposit -Surety Bond '• . - _
if required _ EXPIRATION DATE ' 6/30/91
TOTAL; $ -0-
DATE ISSUED 1-2/7/90
Receipt No. 1 By
Received by "' ' Date .� yAdministrative Authority
Recorded by TELEPHONE: (619) 564-2246
y
13!,
A
P
NOTE-.
With proper, validation
this form constitutes an
CITY OF LA QUINTA
..encroachment permit N�
APPLICATION FOR .PERMIT
• PUBLIC WORKS CONSTRUCTION .(ENCROACHMENT)
OF
For the construction of public(or private curbs, driveways, pavements,' sidewalks,, parkind lots, sewers, Water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED -SUBDIVISIONS-
.
UBDIVISIONS-
Subdivision Improverne' t PerM it "bass
DATE: December 6, 1990 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTIONS 25237 north - of -Avow Fernando-,, W/o Elsenhat-over Dr. 'A
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION,,'--- Sketch (attach construction -plans if appropriate)
7_
DismicT mRcm TO MSTA1,L .011'. four -
DESCRIPTION OF CONSTRUCTION nnq Stub out connections asjollowk
-,^A^"�p+ pg 1) approxi: -240'1 e. of westerly.tract
g
boundary(on Ave. ,FernakdoWo�
DIM ENSION,OF-INSTALLATION OR REMOVAL appr&.'6401l'of westeriy--,tract
boundaryl on Ae. Ferhando T12")
apprac. 790± e of Westerly tract
SIZE OF - EXCAVATION, IF NEEDED 6 x 6. bam:UrX)on Vemm3�- (1211)
4), apprac.' 8901 ± of westerly tract
APPROXIMATE TIME WHEN'WORK WILL BEGIN 12/90,•
boundary on �ernaxilo 112")
as sham on attk�chibd'a`ins
17
'APPROXIMATE TIME OF COMPLETION 1/91
CVWD to mp&ate_,a!A al
ESTIMATED CONSTRUCTION COST ,$ 53,000 Seer and- water linesi
'(1 nqluding, removal of all obstruction,. materials, and debris, backfilling, com-' k
ng permanent 'resurfacing and/or replacing improvements)
paction and placing
In c6risideration of the 'granting of thisl"p'ermit, the applicant hereby agrees to:
Indeimnify;-clefeiid and 'save the City, its authorized agents, officers, reprqsentatives.and employees, harmless from and against any,and all
penalties,, I iabil ities or loss resulting from claim; 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-., .f
Notify*;he'Administrative Authority at least twenty-four (24) hours in'aclv�ance of the time when work will be staked.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of th6-City of
La Quinta and to pay for any additional replacement necessary as the result,of this work.
Pbbert Foix -1
Signature of Applicant or Agent
-2651.:ekt
Coachella,Valie'y-i',,ater,District 'PO BOX 1888, Coachella; CA 398 265
Name of Applicant (please'print) Business Address Telephone No.
N
-Name of Contrictor and Job Foreman Business Address Telephone No.,
Contrictor's License No'.
City Business -License No.-
e'Compariy Policy- Number
Applicant's Insuranc
FEES: Su6divis'ibn, Improvement Permit —',Class II I
Public improvehients: 3% of estimated construction costs.'
Private improvements: 3% of estimated construction costs
NS '0 D5 0
Minor lmpr'o've rn�_MntPermit — Cla'ss.IV: See attached'schedule
Inspection Fee $ PERMIT VALIDATION
Permit Fee
PERMIT 0956..
NO.
Penalty - . I . r -
DATE APPROVED
Cash Deposit -Surety Bond
�31a/91
if required- EXPIRATION DATE
-0-
TOTAL:, DATE ISSUED 12/7/100
Receipt No.
By—
Ma
Received by Date Administrative Au'thority'
Recorded by TELEPHONE: (619) 564-2246
' i •
The followin6General and Special Provisions are attached to and made apart of Permit No.
' W
GENERAL PROVISIONS ' +'
" The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY:* This permit authorizes work to be accomplished within City of La Quinta right of way
ONLY. Whenever construction extends within private propertv. 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. ,
t
E
TRACKLAYINGCONSTRUCTIONQUIPMENT: Cleatedtracklayingconstructionequipmentshallnotbepermittedtooperateonany
paved surface unlessfittedwithsmooth -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
1
that these portions of road beiresurfaced 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. , ' r
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 ad_vance'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.
-
r . ,1-. '14
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited
r -
access for the adjoining property owners and emergency vehicles. In the event it is felt bythe permittee that he mustclose a streetfor
any length of time. permittee shall contact this office to obtain the necessary permission.
• e
F ' SPECIAL PROVISIONS
f
Th�.follwing shall appl 'ONLY when indicated:'
=
y
I\ R1 NOTIFICATION: Permittee shall notify iRe City at 564-2246 at least 48 hours in advance of starting construction.
l
F32 `.CASH DEPOSITS OR BONDS: A cash bond or an approved surety bond in an amount of not less than s
t
shall be furnished in the name of City of La Quinta to cover all 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
r
posted prior to commencement of any work on this project . r
`
R3UTILITY CLEARANCE:(Substructures► Prior tomakinganyexcavationwithin the City ofLaQuinta right ofway authorized
t /
by permit. the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resultingfrom'operations conducted under this permit shall be the sole responsibility ,
of the permittee. t
R4 PLITY 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. T
�R5 '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
b•
having an "R"valueof not less than - and in conformance with CityofLaOuintaRoadlmprovementStandards
s and Specifications, Ordinance #461.
t
F R6 :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 (11 ,
R7, GRADES & STAKES: City of La Quinta shall establish grades and stakes for the proposed concrete curb and gutter
lT-
construction.
RB GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profileand/or grades as established by
lir ensed engineer.
i R9 ,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.
R10 DRIVEWAYS. A.C.: Driveways shall be constructed'as not to alter existing drainage pattern. Surfacing between the
praperiV line and the existing road paving shall be 2-1/2 inches of A.C. paving placed on ( ") of class
t r!
aggregate base. Driveway construction shall conform to attached drawing.
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.
'
(R12, -SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained.
R 13 SOIL STERILIZER: The area to be surfaced shall be Created with soil sterilizer. Rate of application shall complywiththe
•y+ ,
_ manufacturer's specifications.
,. R14 ,COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or
w
City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects.
iR15 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
t. 4 +. ''''
•` • centerline of all streets or property lines when involved shall be completely tied out so they may be readilyand correctly
1
be replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete setof notes showing the
y !
ties to these monuments shall be furnished to the City Engineer prior tothe removal of any monuments. This office shall
a'471
be notified upon completion -of replacement of all survey monuments for proper project clearance.
t' 1, . ... .. .
R16 SU MONUMENTS: Prior to excavation or beqinning of constr t, all survey monuments shall be tied out by City
of I inta and suitable payment or guarantee of payment shall be made as reimbursement for all work involved.
R17 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 ) LIMITOF EXCAVATIONS: Excavations shall be limitedto 1,000 lineal 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.
R20 BACKFILL MATERIAL: Backfill shall be free of brush, rootsor other organic substance detrimentalto its use for purposes
of producing an adequately consolidated backfill. Any material which the City of La Quints 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.
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 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.
R23 COMPACTION TESTS: If so required bythe inspector, compaction tests shall be made at intervals of 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
Standard Specifications, Division of Highways, State of California, dated January 1973.
R24 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line.
One JI) copy of eachtestshall befOTwardedto the City Engineerior approval andfiledpriOT to making permanent repairs.
Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State
1of 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 temporarf p ie.nani exueeu d fkia ;5) day iimit.
R26 PERMANENT 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 inch class base shall be placed no later than _.2_ days after completion of
temporary road repair.
R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill and compaction, a temporary patch consisting of two 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 I6") 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 seat 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 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 permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be removed in sections which can be handled safelywithout 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 inthefollowing 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 500feet at anyonetime.
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 Quinta 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.
a. 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
(2'1 and above in size. Sealant shall be applied to all cut sections as directed by the City Public Works Inspector.
' w
ADDITION--- ENCROACHMENT PERMIT N0: 095 ----CONDITIONS
R33
Survey monumentss`sh•all. be- protected din°.plac:e -or,,. .. .
`
re-established pursuant to City -,standards and'•the State of
'
-California Land. Surveyor Is 'Act.;�.
R34
.. _ a'
Work sh'al•1--,be�, coordinated 'with the `City of `La' .Quint"l s
forces to,preclude delay,or•interference'with the. -City of La'
tr,
Quinta' s projects.''
R35
Contractor -shall comply -with the local noise ordinance and,
Ir
constructionoperations and ma`"intenance-of-'equipment. within
-:
one half mile of human occupancy .shall ''be ,•performed only
during: the time periods as' follows : `
_
October lst to April -30:- Monday -Friday •7:00a..m.-5:30p.m.
Saturday 8:00a.m.-5:00p.m.-
May 1'st to September 30: •=Monday=Friday 6:00a-.m.-7:00p.m.
a r' ..Saturday. ; 8: 00a.m.-5:00p'.m.
'Work shall be. prohibited- anytime,'on Sunday,. and` Federal
holiday._ r
R36
� Traffic control ,shall• be' as, per Cal Trans Traffic Manual.
'
Field adjustments in,.detouring shall'be accomplished as.;
directed in order. to adjust'to actual•.field conditions. it-
tshall
shallbe the.contractor'srresponsibility•,to,adequately
•barricade',and detour -this site.'A Traffic --control plan shall
F
be`submitted for•approval•by the. City Engineer.-
R37
All excavation at 'orA* near .the Gravel way shall , be backfilled
at -.the end of the workday; for the protection of .the
traveling*public. -r"=`' t ,
4 R38'
Street closures.shall not be allowed at any••time`.
R39
A minimum of one travel lane shall`be maintained.at all
-
times with_.flagmen}during working hours`..
R40'
All work.to'be performed within the existing paved. section
shall be temporary paved.and maintained by the -Permittee, '
permanent pavement shall..be placed no -later than-15"days
E".
after ,completion of the-' temporary road. repair.
R41
(Ingress and egress. -for .local- properties shall be -maintained'
at all -times.
} R42
Prior. to 'work starting, Underground- Service Alert shall be'
contacted at 1-800-422-4133 and an-,!.' inquiry number" shall: be
'
provided to the City'Public Works In"spector.
r R4 T-
Pavement shall be_ . sa,wcult , prior • to' removal-.,' - Y '
NOTE:
With proper validation
this form constitutes an
ancroach"Writ 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:- Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Not k\v� cx AV 2t\\�4 VE APP,)A0 1 We-�,;V of E 1SENAONKE� by
TVR( -T ZSZ3� C.tzEtJs ZI�dESEN� C.O�-P.
IStram address or Oescription of Location)
PURPOSE OF CONSTRUCTION TO P RoV ►DE W RT�Q SEI�,I CE
TeD —r=C-T 25Z3rl .
DESCRIPTION OF CONSTRUCTION �`SE"Stt "t 5yvD 02-
Cot�p cit-:oc�S c&-cNd "\ Sc.. 4S
Stiof..1N•
DIMENSION CF INST,'.LLATION OR REMOVAL
Sketch (attach construction plans if appropriate)
fl S-VQ�C-v FoQCES "T o mast R LL- (4
Aob OLA Gts ry P—C.4: fJtJ S ISS Fo\\ ov4 S
.APIICOX. Z,LIO -- S -OV WES'tEQ\t)
bo�cldacy on. Ave FeR.MPN60. ( S )
Z, A PProX . (A6'= E ,oF V�IEszERI� Tco.c�
SIZE OF EXCAVATION, IF NEEDED G X b.or<\j v,or% Ave— T- R PiwDO
APPROXIMATE TIME WHEN WORK WILL BEGIN r 2 / Ro 3. TRO r± 1E.dV \A)eskt\, Tc4c+\
boucNdaty on q\19. Te c'ttc�D 0
APPROXIMATE TIME OF COMPLETION t 14o r�
L; . Apncox. 090 - .oF;v"esXecl � �cctcA.
ESTIMATED CONSTRUCTION COSTS •53, DOCS i
(Including removal of all obstruction, materials, and debris, backfilling, com- bootldaCy 0..(� 2" ).
paction and placing permanent resurfacing and/or replacing improvements) AS S%v,0v3f1 �l;N gAkt,&A Ckraw tIn c� S
In consideration of the granting of this permit, the applicant hereby agrees to: C,4 W O *O 0�2.coE QSx� TGtctt1}of i n
a-\\
Indemnify, defend and save the City, its authorised agents, off wars, representatmes and employes, harmless from and against any and au `
penalties, liabilities or ion restating from claims or court scion 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 permst granted pursuant to this application.
Notify the Administrative Authority at least twenty -tour 124) hours in advance of the tune wnen 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 Quints and to pay for any additional replacement necessary as the result of this work.
Signature of,Applicant or Agent
VAI V "`t? o •Vc X \ O SS GO R0A1g-:Li A . Cil ((o l 9� -Y Z(a<
ame of Applicant (please print) Business Address Telephone Nu.
1:Sacc�+?
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No.
Applicant's Insurance Company
City Business License No.
Policy Number
,1cR' 0 /ECT S/TE
TRACT e5e37
TR.144.9G-5._�
�I lTR. f6765-1
'_'�TR. 14454 - 3 j
I AVCAIVC
2
h
W
v/C/A//T Y A-tA,=�
N. T. S.
r . .. ,.., -... .,:xr. :es. .:: .»-•.,�:v 1n./.'y..,..w,.4•y.y�ypp••n.'R^rx.^"x'i!a:tarcmnN":.v'u+.eMMlS x.. ,:"1�*i+..MH'% ..;u.'4"' i
- General District Notes for
Domestic Water
1. All materials and construction shall conform to the Standard Specifications
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, for the Construction of Domestic Water Systems (Standard Specifications) of
the Coachella Valley Water District (CVWD).
'141/AC IL MAP Unless modified by the Standard Specifications, the standards of the
No.
American Water Works Associations shall apply to all materials and
construction methods.
'. 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.
P AN
4. The minimum cover for water distribution pipelines and appurtenances shall
FOR
be 36 inches. Streets shall be brought to subgrade and sewer installed
before pipeline is installed.
OHIO CITIZEN'S INVESTMENT CORPORATION S • All connections to existing fatiLce re will be made by the District at the
owner's expense. Sixty days nootice required.
TieACT �'DU/1/D,QRY�
FUTURE pEVE"G Of'/yJEiYT'
— LOT G2"
�. G✓,4TE�P L //VE FOrP FU77/rPE 15
/- DEI/ELOPitlENTD�'
725-1V74-
T/Yc,c TiPACT W. 0 ee 2 S/, 14
\ I
D�
METER
?1
C�
�A
20
22
23
C/L l"'/i6s �-
�� S�
/9.S' 24 9
25
V �
26
1>1
p
/4'�ovEP
27
wx/7
OGS
t" TYPICAL SECION
� V
lF/Ns S',
iii `
V I� K P
o. Oi �
CUkB
t/
TYPICAL SEC ION
' (//l/TER/OR TRACT STREETS)
I CERTIFY THAT THIS WATER DESIGN SYSTEM FOR
TRACT NO. 25237 IS IN ACCORDANCE WITH THE
PRESENT REQUIREMENTS PRESCRIBED BY THE RIVERSIDE
COUNTY FIRE DEPARTMENT.
KARL T. BOETTCHER R.C.E. 25176,
CIVIL ENGINEER DATE r:`'pr :�•
E X P I R E S DEC.31,1993
16
� I
13
1
�
7/ 12
GOLF
COURSE
Viq 11
_CA1L -v
r,
3
4 p
\ v' V
5
-7
29 / \,
� 6
�o
30
33
37
39
G � � 41
C L
/< 34
3 4
ARE/ -1 � 0
Lor
36 v
M072E.
AL L P/R4j!�- L //✓ES ,4/1/O
A1t,' l9 �E 7,_51 4/VCES XWZ,� fi��9l�E-
ROL yETf/Y1_ E/UE ENCASE—
rfEivr.
" 50 E r�� '�� 38 Q
- 19 40
W - EXISTING WATER A
» a
S EXISTING SEWER LA KED
A R EA 49 v
----- — PROPOSED V.C.P. SEWER 51 LAKE 42
&
LOT /O
{^r- - - -- PROPOSED MANHOLE&� ��or AREA
`,NATER SERVICE WITH METER �/ � 1-07- O N
v
�---------0 4" LATERAL ' CLEANOI!T -� ��-� 52
VV C . V .
W.D. DRAWING APPROVAL
--W PROPOSES Uv`ATEF MAIN
o EXISTING PI WFR POLE
-T--- -- EXISTING TELEPHONE LINE
-- --c-- - - - - EXISTING GAS LINE
� +�----------� FIRE HYi) R� N T ASSEMBLY
—DETAIL Ma.
E'6.
\
47
4 8:
53
5 � -
1 a
5 4 V _
"OMS DI � LOT
B'
-- --- - �
}�
---- - —_-' -- EXIST.
G., / TRAILER
46
RQ S �7 -
a
v 2 I _
43 O
45
44
- — ----------__._
8 cn,� ot,
— ___�-
-----.._
COT 'L"
Gur�RO
HOUSE
BEA
BEARING ADJUSTMENT
BASIS OF BEARINGS AS NOTED ON THESE DRAWINGS
ARE BASED ON THE CALIF. STATE PLANE COORDINATE
SYSTEM. AVENIDA FERNANDO � (SECTION 36, T.SS.,
R. 6E., S.II.M.) AS SHOWN AS N890 49'41"W REFERS
TO THE CALIF. STATE PLANE COORDINATE SYSTEM,
WHILE THE RECORDED TRACT MAP N0.25237 IS SHOWN
AS N89° 52' 12"w.
i e• THEREFORE A ROTATION FACTOR OF 00°02'31"
The separation between water and sewer facilities shall be as specified in
DATE
16 OCT 90
DWS. No.
17657
DATE AMM".
,
REVISIONS:
UANTITIES AS SHOWN IN e57:t-SATE OF
r
CVWD Standard Drawing W1.
TY5. ARE NOT FOR BIDDING PURPOSES.
ONTRACTOR SHALL TAKE OFF ITIS OWN
7. Contractor shall contact the Chief Inspector, CVWD, at least 48 hours prior
QUANTITIES.
to start of construction to arrange a preconstruction conference.
° QUANTITIES SHOWN ARE FOR BUILDING
8. An approved cleaning tool shall be pulled through the pipe during the
DEPT. PURPOSES WITfi RE;;PECT To
progress of its assembly to remove dirt, rocks or foreign materials.
BONDS, PERMITS, ETC.
9. No water or sewer pipelines shall be installed under decorative concrete,
----
--- -- _
-I
concrete, curbs or sidewalks. All in -tract streets shall be paved with
E%57 AT,E' OF QUAAl77
TIE S
asphalt concrete pavement.
10. These plans may be subject to review and/or revision, by the District, if
/TEM
UNI
OTr.
r—
1
--- - _ r
22,ze4'-39A_-v-11ALrD1P�osr.E4� scEe�f
- --
CR,
--- - --
J
construction has not begun within 12 months from Date of Approval as shown
s
in CVWD Drawing Approval Blocks.
}
�2
�
3��/RR.METER !'SER�icE W BACK FZDi.✓OEU/CE
3
2"IRR METER 2SERI'iGE W�BACKFGOWDEv/CE
E�4.
2
11. Contractor shall submit to CVWD a list of materials to be used prior to the
z.
_- - -
preconstruction conference. Only materials on the approved list may be
4
2',41X' 1/s7LIiE
Est.
used. List shall include quantity, manufacturer, model, size, and other
�,
S
/2" RIP, C//LI
F
2383
pertirent data.
_
t
6
B" FiPE C.cIC/!� I
,[.F.
ZJ�Io
12. Contractor shall schedule his construction activities with the Chief
/
f -- ---- - -
,.G
Inspector, daily, between 3:30 and 4:30 p.m. for the following working day.
.�
✓ -_. _-- __ __ _. ___-_
+
-__19
If CVWD is unable to provide an inspector or inspectors, Contractor shall
�'
8
B" G ✓
E,q.
9
reschedule its work for another time.
10
oQ
9
/Z ' x B " TEE -
ra
3
If Contractor elects to cancel scheduled work without notice to CVWD,
=
\
10
e 8" TEE
0
Z
Contractor shall be charged 1 hour of inspection time for each day of
Qv
11
i B ",Y 45° BENO
occurrence.
12
e 'X 22 %z �iVO
Eq,
/0
13. Contractor shall call Underground Service Alert at 1-800-422-4133 at least
�-
I3
- -
18' �EN� �
3
two working days prior to start of construction.
;
g
x /1%y'
P
x 130
16
1 /2X n%y 15erao -
R4.
"I certify that the design of the Water System in Tract No.
=
C »
- --
!2" 22 y2eeNE?is
_ -- - - - -
AcA
-
in accordance with the Water System expansion plans of the Coachella
Valley Water District, and that the water service, storage and distribution
�.
15
system wl 1 1 be adequate CO provide water serV iCe t0 SLiCtt tract. This Cert i -
f kation does
k
r
-_
�a
'
not consti tute a guarantee that i t.wi 11 suooly water to such
tract at any specific quantities, Flaws or pressures for fire
`
20
8`X� Reti,,cF2
protection
or any other -purpose.
r
22
t
- — - -
IZ'X �2z �2 X 12 c2oce
Ey,
1
p ated:
25
-
1" 5er�iCE rv�'llU ° METEQ
--- —
4-
S5
!;
t
24
�" F�¢E HvvaaNT ,4ssv
F4
15
25
Coachella Valley Water
TEMP. v" Slow -(or -t=
_ l
Engineer, R.C.E.
26
/2" _rEE
tea.
-3
No. CO28454
27
240.1019' 3/g°ASPHALT PI?Fr17 STCEL SLEEvE
--
E4
/
28
24 "X 30' x 3 j "ASPf/AGT DiPPE,D STEED SGEE✓
,�4.
I
/
29
18' x 22 X 3/g ".4_5-,-A444 r D/POEA S'IEEZ S( ErE y�
E~q .
_ .3
35
37
39
G � � 41
C L
/< 34
3 4
ARE/ -1 � 0
Lor
36 v
M072E.
AL L P/R4j!�- L //✓ES ,4/1/O
A1t,' l9 �E 7,_51 4/VCES XWZ,� fi��9l�E-
ROL yETf/Y1_ E/UE ENCASE—
rfEivr.
" 50 E r�� '�� 38 Q
- 19 40
W - EXISTING WATER A
» a
S EXISTING SEWER LA KED
A R EA 49 v
----- — PROPOSED V.C.P. SEWER 51 LAKE 42
&
LOT /O
{^r- - - -- PROPOSED MANHOLE&� ��or AREA
`,NATER SERVICE WITH METER �/ � 1-07- O N
v
�---------0 4" LATERAL ' CLEANOI!T -� ��-� 52
VV C . V .
W.D. DRAWING APPROVAL
--W PROPOSES Uv`ATEF MAIN
o EXISTING PI WFR POLE
-T--- -- EXISTING TELEPHONE LINE
-- --c-- - - - - EXISTING GAS LINE
� +�----------� FIRE HYi) R� N T ASSEMBLY
—DETAIL Ma.
Q
Q
\
47
4 8:
53
5 � -
1 a
5 4 V _
"OMS DI � LOT
B'
-- --- - �
}�
---- - —_-' -- EXIST.
G., / TRAILER
46
RQ S �7 -
a
v 2 I _
43 O
45
44
- — ----------__._
8 cn,� ot,
— ___�-
-----.._
COT 'L"
Gur�RO
HOUSE
BEA
BEARING ADJUSTMENT
BASIS OF BEARINGS AS NOTED ON THESE DRAWINGS
ARE BASED ON THE CALIF. STATE PLANE COORDINATE
SYSTEM. AVENIDA FERNANDO � (SECTION 36, T.SS.,
R. 6E., S.II.M.) AS SHOWN AS N890 49'41"W REFERS
TO THE CALIF. STATE PLANE COORDINATE SYSTEM,
WHILE THE RECORDED TRACT MAP N0.25237 IS SHOWN
AS N89° 52' 12"w.
i e• THEREFORE A ROTATION FACTOR OF 00°02'31"
cn.a«.er jAA�
dielN�Ew
n.00...�e.a• / ,n a . � re...�,.rt.. - t,. �..--"''
}� No. CO28161
DEPOT CN ENGINEER E. F^
AP°r'GEENNEnu NANASER-CHIEF ER R.C.E. No, c023070
DATE
16 OCT 90
DWS. No.
17657
DATE AMM".
,
REVISIONS:
SHEET COUNTER -CLOCKWISE IS REQUIRED FOR ALL BEARINGS,
SHOWN HEREON TO ARRIVE AT RECORDED DATA
,.. r;;�'?:"'G"y..x. '1i• . ... .....: .. .- ., ..: ... .t _ . :. ,-....: - .r.. X.x�.V ... r"R..,.. 9'. .!§ '. =aPs
- s
/ic/ Tf/E' C/TY OF GAQU/•VTA c'A.
Awo-e- r. 'do 6-7- /E.P ... WNW ..�..
"warir J F D av i ds0 1 A> 3 Ctf? f , Inc.
ft"mewi s �• H,
_ �' �Fi/,r 9&c
S.�/ - s3
_
z, h
j _ SHEETS �OF LA�U/NTA C ¢TZHEE'T/
MARK
6'-70 FD ,�,qss /.v CowC. Ar POR. OF 5. W 1 Of SEC.36 , T. SS, R. 6E., S B. M.
--_--_--.�—____
PD /O
C'. E. MO. 32700 E.f'�OATE -• 4 _. _ _ _. _ , - -� = 3! /9 'E �� _ OrPTf/ OF /wTE O� E C� R
!o!o
v , PC -A .y Z �/s Tff• .t10 /30 _ ,u10 C/T/ZEN,3' /NP/ 7571-WZ: 1/T CO!?� --
.4S �S'ftOf�i!/ BELE(/ �/EFFE �PSOiv ¢' �jO Ths .4t�E 1 W O
70 > O!o
00 3
B
}
.. i _ ..:... , ... .. ,,> v. , A ,.... -'i.. i+ . _�. k "B �•MPK., "'",i' "§" ..... Ya" ,�'.t. xF .. . ...:: .._. ,. ,.: ._.... m'�af�!S•' .
, . u 7!1171"777— .v..,.., _.. S v.....-
176"5.
o �; tits at
��5�.
p.74
'V 0'
AA: -.0 �_ H7 T.
- ti
` 0 K a
"d J
�` /i' //' �S'7EEL SLEE✓E S 6� I rt h �
y Z4X39 8 ASPHALT
L>/PPEp 37EEL SELENE Yah I ol�'�
e 50.00 OV`
¢
5EC7_101WL DET /L
ss az
�TECT/OVAL OE_r4/L
` N T. S.
--c-u,�✓E 0.4 Til
MO.
d
,2
L
7-
39. 99'
20. 00
O2
0 7 o S6 '2�'0 "
ro00. OD'
83. 1-5-
-641-'
O
04'33'50"
285 Off'
22 70'
//3C'
4
14" 54 ` 38"
244. 00'
ro_� so
-3/_Q3'
0
39' 07"
250,OC'
72-��'
-3 e. 59"
/tx22%•BE.v01 �
I No rE
AL L P/PEE /NES TO 1-1,4 VE C
r
0
i
Z
®r`
�5
t 0
_j
Q
U
_ cn
% Y
-----, f- LA KL
_ ��'ECT/ON�4L OETA/L
50
sag ;99 \
_O o.
6
J
G h
. `'z._�
r� -
52
TRAGI
33 BDU^DE R -,. �.
N,
W740
0
31 y11 pO
0 o° -l.•
32 xe Pgg
LAKE
LOT- 'P"
BROPOS 0 CUL V A
BiP/OLE
JJ' i
0�
(� sTA• 3
AY0 o B veE�
' N
/
Ass
Y.
1) !a
F. _
�D R
o ✓� �t Z' :dP 1,fE7 8C KFLOWDEVICE
C vA Z �ZR,cE
GOT X
- LAKE EQU/PMENT
,q,eEA o T "K
34
LA K E--\
v
O SECT/O/V,OL O6-7X'1Z_
/y T. s.
`M zoe � 'A N op 37 I
V 39
41
5
l59
K0 kASO Qs-. s \ a
,k Xz y4• 74- J
6 74' R 20 {
/t�oc� cveB
0
Ila 79g' S
o
iA
6
36
X\���
�^ '� � t�Xh°B�F�• •8� �� g' w '
Q• h ��' �` TP• �I �•Qp� 32D �E �,N
`j e 38 74
(►) 0 q -
9 0 =
(1) >240i Ox 11Z �o °� Z B9
i
0
51 �1 F g14
C p 10
[ZZI/Z ll•lv2 \ ri
LAKE
L OT 'O "
0�
�Vj 7, �4/"
42 a 0
Q1 1
Q
\\ 8t 94 I�
3/4 'METE
Yo' y' (� n
�V
2';4/.P.PEL/EF V4Z tiE - 6 FE/VCE WA L R
Q
N
d / O
8 X 11� BENS a aP
�i Z 5.
"
8' 22% BEND ,
rE
o
� I
0.55' f ..
i30.
8 GATE Y4L,v,EIN
"U
I -✓ 1/.06
2 0 I 3/8 ASPN,gL
O 0 °/PPEQ STEL SGEEYE
u1 Cp
1 SECT/D/1 /•4L OET,4/L
N• r• S.
,.P
I g
a
n `
vl a
1
/O ¢3'
J 2 /i/ r S•
0 ej
k10 8X22%2 3E/VO --
I
sa X
�?Z l°,gyp N �� �* t0)
/ f 45
9_�-_ I / .STA D t 9. SB !� v� N K Q 11 q cQ C l 0 \ IN
N
- - Q : o �a m iia `� a ' m -� X40_ �0 �
o �r a ' 44 I�
"�C 22 yz ° vn h • N
EASE ti�� 3v 2 hj� �0v ��Q ��W �Oh �0
-9 3pyo orr) �, .�• v A, �4 hh o \ ��
I T%�, 9 E�
� srA Ot�O. OCc v 5 T �
54 �R Q�� �Q Qlo�\o ° ti �' o / ►.
�? (nz'q/P f'EG/EF 1/ALvE \ ( B'"X ✓ 09 o �` ti
c��:� 1 i l�) ST �N 4,� ,�o�c - W h hN 00 Q ti NTS•
„ --- - - -- c. _ it "Fri
/ a 9 25 -` �y
28 to �� _ \ Q
5'T,4 07'05 _5-S � � i Z 0�10
�'3O aTE
- -- -- -
79
Lae !.R
/i ' ��
pf°"
' I \;3Z3 / 1096 /r, .GOA R,_- /�/YV Us -co - \ / 4 cu7rER, 1 d 0 ROsq - sTA otsQ�
OT B i
/r Nj� °04-�/'fel' 9. _9 - V - o/vE < z rE Lax/ ca i /P W Ile
/V 33 5519 E /�' / 5TA• 1 t99.00 /Nv X3./0 --- --ss C'�l7L�O.,�'' _
.57q. o t 47 Bo �/, Olo / LOT c < {T` t -- STA. Ot E3 B x /hl6 5TA. O L.SO. 00
..T.4. _of 2 o_c _ _ �, ti ,_.; I 3i"8 - IN C . V . W . D . DRAWING APPROVAL
!13 6 F.H. ASSY--- ---- -- sT�' of s�. ,., ,.,sErrv�cE�'1 r.4 /SrL ,J4_ - Q�rA �j it''X¢S aE.vo
S 7A o t 410.O� --�_ -� �i> e ';Yii %4 °BE�t/O sT.4. 6771 79. opo E c. DEVELOPER 7th MAINTAIN aACKFt ow ---„ - -- - -`�L 41 ,4. �` 42 /O Z:- = DATE
C. P
- - - - o _ L NGEO�' s PE.r�o✓��1isr
e BEit"• EvlcE r i / T
-- -- - s /� z3 '.3s 'E 1.P,4o /NSTALLAT/0N AREA AND , r`�s ,B� _'v� SEL /TT/�1/GS h ST•4. Of 7/ Olo N• _�O /' J Chocked:
- - --- '� Z o u ,_.-�a�-�.� s� - - 7- 15_r,'X& ocir raLv� s - . < 6 OCT 90
ALL RL 4/1/GEO F/TT/NGS - O�f1/LQo.V i v s7-� Of 39.07 .8 C. INSTALL F/NAL PAv/NG ON 3/ �4 / _ _ -- - - - - -�� d rEE PROJECT EN6INEErt
AVEN/DA FERNANDO. T �o,P
z" P�
•NO BELL ¢` .S�'/GOT. ST•4. Of /2. 00 �,vcE- I f� ___ _ ________---____.__ _ - ---- , - /�/ B'�,� D/5 , CE's' TD /INSTALL Recomperwsd. C -�"L" � �� .k"r... OV6. No.
-- + �' `�'- SP 4 49 •�/ E 5 �¢ /�-�' � S 44 Q9 ¢/'E 0 �/) /2 •?'EE �9N0 l3� /� "�j'. �/, '_Jr• ' DEPUTY CHIEF E NEER . C. E. No. CO28
�� f .3i : S3 ' /S- E`9SE 4T OE(/ELOPE.PS' EXPEi ✓SE.
5TA. ofoR00 /'
E,rara 4!__ J0'645EMENT /2. ¢3 g X 2� /t BEND tti/ �. 3i 27 "oE�L. LT GOT M \ ,y�L}�� / \'a
A /� E ,y �- Q GENERAL HANA6ER-CHIEF ENGINEER R
/) 2 "AnP PEL/EF I%4 L VE rn f%J ., r o -- --' " - o'/,5P/ 12 l'L - / d Approved,
17658
-'-/
WATER- o MATER -1-� -�.- - c - - � SD °/0'/ "W TA. � � � I I .L.E. No. CO23078} <
/s�F6,�GE•f TOf?EMOVF I'
-� __ ___- EX/ _ !o• 20 t Z .4/R REL/EF 1/ALI/E REYI9ION9: DATE APPR.
-WATER- \ �`J
. v_ WATER- - -
`l /�T /2"4.C� / I/4TEiP L/NE �. / `.. IS Jho 004 'Q/ E :'O Q3' /�/ ✓ �/ V T/'1 TER %-�- -WATER-04i,
�" .. -- _ -- _ - -- - - - ----- --- --- -- - ---i - - - _ �� IO
- --- - --------- ---- --- --- ------ - - s s a - r ----- -- - -- -- - _ .P'�W4
. --�__
v 69
-'3 .�'Zo .r i ,4 fJ.zsGT Y�tf��i9 S7`c��L SL EEE ; ` - ss �- -�_
E.►'/ST. /o " � c _ � .�'�/�vE ,� ss sr,4• �,< c. p o o vr,� /r E sEn�� �Vr s ST,4 �P/ 773 --,4.11-: F��N- _ l� STA. /474,?5.6-6,4V4:7,425 .P�i/= S4 -
' " sT9• B� /A7 G 4!/E. �'E,Pii/gNoo O/ST �"O.PCES / O /NST,gLL ri) /P "TES,C>/ST �O�P2"ESTO .PEiY10YE E,Y/STST.4. /-- f .3/. 28 A!/E. /_! , ft/,q�l/00 =
D/� f. FORCES TD /t/ O /O /9 _. �,, "G. V s .4N0 AB,4A1Z1i E,Y/ST /� '" -ST,4. Of 00. JON ] /2'a'B"TEE ANIJ INSTALL GJ/2 X/2 ' W T,4. /¢ 7.9. /g S ST�4. O t O oc /v '
DIST /-l>•4CE.S TO STWGG
� TEE AT DEI/ELOI' / , " x �5cPO411,r1_1xT,�F/O1T. /Pt773-3 (il /2 57/B -UUT ' ,BEiVO <.�3i>) //2
�'/ 220 Y. TO ST,4 /4/ Z.5 63 IAA �L,4'iAT Q
-- - - -
OE vZ:-Z O/�Eif� S E,~"PE/VS E. l2� /2 "G. ✓ 'S
ERu �•XPENS E. _ - f 2 Q
r ` i • . _. [ I i RM!.tlMF%..�sw.,.n.,vn.a.a..w.�«.wwtn.o-s-...+tiri.:eu
7, C/Ti' OF GAQ!//NTA, CA.
/ /rA.PL T. 90ETTCr/E/P . ..
- x ? gKtl*W go~
€ ..•, u 8 � 4 d i' .. ENNOW � www. ��rr P. Davidson � Fa tB � 1 � e s, Inc.
.� J
smi v':r , ..
---- a` ,.,- p TIP
r ,� .q�'TZS2,37 2
I
/Nv o- 9 +„
e'er ` l i .r c , /��.�r ./�+
b-^ +. r - 31-P ,.,net „ , 1� fl rccr ��..r t15 1r. ����I
1 .. 4 '.�« �F F ,4 F, SF :. F72 nth 91 !:.� .t ;.,il.3Q� .4T /R ��
.
• n r $ d <-P C-/ / OA.. _.
FA tf :911 1 69V 1 �-
7 F G Q U//VT.4AX
O� � SHEETS
" - Pr NCH MARK PD /OB-7C�-F.l� ,e.�.yss //c/ c�ouc. AT POR. Of' S. OF SEC, 3b T•5S A6E. S.�•M.
4 , > > a
° -SCALEL 3!!0!0 S Eft 26 ,C/OR'Tiy OF /.t/TE.PSEC-
_• ..
P�. A. hoz c Q' ✓ec�i 'SON SO Tf,! f/!/E Ohi . r'/T�zE�t/s //�/I�EST/�E/VT C +"' �.
/' 4
E
I
90070 J- O
T 3 Co
/O
3
O
N
rr• - ,r b a. rat.. ,.,, .. - m. -q >,r. z
-.. .. ,,.. .,.:.,-,.,..,.... .,.m.«.e.- ,. . .. ,..,,. a..o-:.:... ,.,....,:c......,.,•<.•..,.: a.,,..,., :.. s s.. >..:u..,.;.«:wsa :. W:,..,.. _,sdz .*.s,u: .w.»....'.,, ,.. +.#r.. ».o. ...,.w.: .. z,;ns.» x «.*..,r,^ '�i�.�..i...
17658