1164NOTE:
With+proper 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: 7-25-91 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION -- ASI MM 50 LAAQUX= CA
TAR ORCHART)S TRACT 96594 PM 9652S
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION 1WEALLATIORM CURBING Sketch (attach construction plans if appropriate)
SIDEW=, DRAINAM SMCTURBS -
DESCRIPTION OF CONSTRUCTION 0Tlli► SITE AND 09 SITE DIG AT #130298
PER APPROVED PLANS
REMOVAL,DIMENSION OF INSTALLATION OR :A' :A r! t.l:J:1:
1 ' 1.1 ON em_ :nr_ i r. i _, t_Or NMau
SIZE OF EXCAVATION, IF NEEDED MIA
' APPROXIMATE TIME WHEN WORK WILL BEGIN 2-99=91
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ $299,324
(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 permitand all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this w
Signature of Applicant or Agent
_THR ORACRAuiA8-MOTHER CONST MION 41-555 C"It RT 11960 1PAT 4 nt'g? 02250 .558-2728
Name of Applicant (please print) Business Address Telephone No.
SOUTHWEST CAM-WRUCT111111111IN 00 INC 2909 RAT14RfR RT -VD AAT.T4 -WK CA 99098 410-728=6428
Name of Contractor and Job Foreman Business Address Telephone No.
b65118 AVW_T(4AjM# X844 CWMAC an ;63& -
Contractor's License No. City Business License No.
MARYLAND CASUALTY CO RALTIIM R_ R Mi44051 25.1 -A07i26—;400A4 "
Applicant's Insurance Company - Policy Number
FEES: Subdivision Improvement Permit — Class II 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, $
Permit Fee —2 ��Dn �•
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ 5�0
Receipt No.
# Received by Date
Recorded by
x
r
PERMIT VALIDATION
PERMIT NO. �' �a q
DATE APPROVED �- ?-&- I
EXPIRATION DATE /D' 31 - 9/
DA U E D ---
Administrative Authority
TELEPHONE: (619) 564-2246
, r ,
NOTE:
With proper 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 ill
DATE: July 25, 1991 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Avenue 50, La Quinta, CA
The Orchards " &ACT ZlgS 7 q 2 52-s-
�M
(Street address or Description of Location)
PURPOSl� OFC(R'NSTRUCTIO Installation of curbing,
sl dewa ks, rainnage —ruC ures Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION UTT-site and on -sl e Dig Alert #130298
- Rr, AWixovED PLAlvs
DIMENSION OF INSTALLATION OR REMOVAL —SPP Fngi nPP—�_
Opinion Construction Cost attached
SIZE OF EXCAVATION, IF NEEDED n/a
APPROXIMATE TIME WHEN WORK WILL BEGIN 7-29-91
APPROXIMATE TIME OF COMPLETION - 90 days
ESTIMATED CONSTRUCTION COST $ 1 Z�� 9
(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.
Cletus "Butch" Procknow, Project Superintendent
Signature of Applicant or Agent
The Orchards, Strother Construction, 41-555 Cook St., #260, Palm Desert, 92250 568-2718
Name of Applicant (please print) Business Address Telephone No.
Southwest Construction CO., Inc., 2909 Rainbow Blvd., Falbrook, CA 92028 619-728-4476
Name of Contractor and Job Foreman Business Address Telephone No.
465118 Applicant: 1849, Contractor: 631
Contractor's License No. City Business License No.
Maryland (aclml t i rn Ral timnra Mn FPA 1 75ina'1aF
Applicants Insurance Company Policy Number
FEES:. Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ '74S U O
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $_ —7 5 00
Receipt No.
Received by Date
Recorded by
PERMIT VALIDATION
PERMIT NO.
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
TELEPHONE: (619) 664-2246
Administrative Authority
NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit ------
APPLICATION
-APPLICATION FOR PERMIT �Fg
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
OF THa9
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: 7-25-91 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION AVFN"- 5n T A n>Mg CA
THE ORCHARD_C TRACT 20594 PM 26525
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION INTALLATION OF CURBING Sketch (attach construction plans -if appropriate)
SIDEWALK, DRAINAGE STCTORES
DESCRIPTION OF CONSTRUCTION 1]FR sTTF exn ON SITS DIG ALERT #130298
PER APPROVED PLANS
DIMENSION OF INSTALLATION OR REMOVAL �±GIN8S8'_S
OPINION CONSTRDCTTnN,rnCT ATTACRRD
SIZE OF EXCAVATION, IF NEEDED _ NIA
APPROXIMATE TIME WHEN WORK WILL BEGIN 7-29-91
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ $799,329
(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. y
Comply with all applicable City Ordinances, the terms and conditions of the permit and all a pliable rules and regulations of the City of
La Quints and to pay for any additional replacement necessary as the result of this w
, Signature of Applicant or Agent
THE ORACHARDS' STROTHER CONSTRDCTTnN 41 SSS rmy cT 1[260 RATv n17Q1MZ t--- g§g 2718
Name of Applicant (please print) Business Address Telephone No.
SOUL WEST CONSTRIICTION'CO iNC am RATNRnv IRT -Un PAT
RRnnY CA 97098 619-722-447%
Name of Contractor and Job Foreman Business Address Telephone No.
465118 AMU TrA=*1249 CSA %631
Contractor's License No. City Business License No.
005182 10 3564 07-26-91
MARYLAND TY CORAT.TDfORE mn 10 CASI�ATplib9;A� 7� 500.00
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class I I I
Public improvements: 3% of estimated construction costs c /
Private improvements: 3% of estimated construction costs V 4
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $
.Permit Fee
Penalty.
Cash Deposit -Surety Bond
if required
TOTAL: 50✓D
Receipt No.
Received by
Recorded by
Date
PERMIT VALIDATION
PERMIT NO. y
DATE APPROVED -z10 Z
EXPIRATION DATE ��—_y— 9j
D UED
By
Administrative Authority
TELEPHONE: (619) 564.2246
The following General and Special Provisions are attached to and made a part.of Permit No. I�
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 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 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 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.
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 isfelt bythe permittee that he must close a streetfor
any length of time, permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The follwing shall apply ONLY when indicated:
R1 NOTIFICATION: 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 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
posted prior to commencement of any work on this project .
R3 UTILITY CLEARANCE: (Substructures) Priorto making any excavation within the City of La Quinta right of wayauthorized
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.
R4 UTILITY CLEARANCE: (Surface structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
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
having an "R"valueof not less than and in conformance with Cityof La Quinta Road Improvement Standards
and Specifications, Ordinance #461.
R6 PARKWAY GRADING: Area between the property line and top of the proposed concrete curbshall be gradedto 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
construction.
R8 GRADE CHECKING: City of LaQuinta shall checkgradesupon receiptofplanand pcofileand/or grades asestablished by
a licensed engineer.
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
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.
R11 CULVERTS: A inch diameter( )culvert shall be installedwith the invert approximately 1-1 /2
inches below and in line with the existing flow line. Culvert installation shall conform to the attached drawing.
SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained.
813 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall complywith the
manufacturer's specifications.
14 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or
City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or
City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects.
R15 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 be completely tied out so they maybe 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 of replacement of all survey monuments for proper project clearance.
R16 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments shall be tied out by City
of La Quinta 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.L•est
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 to 1,000 linealfeetof opentrench 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, 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 notgreaterthan
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 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.
\9 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
Standard Specifications, Division of Highways, State of California, dated January 1973.
X COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line.
(�
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior.to making permanent repairs.
Compaction tests shall be made 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 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 laterthan days after completion of
temporary road repair.
R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill and compaction, a temporary 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 It 5) 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 issuanceof 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 sectionswhich can be handled safelywithout interferenceor hazard to highway
traffic. The entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the
highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it
becomes necessary to restrict traffic, the work shall be restricted to a maximum of 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 itbecomes 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 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.
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.
ADDITION -.---ENCROACHMENT PERMIT NO.1164 ---- CONDITIONS
R33 .8urvey monuments shall be protected in place or
re-established pursuant to City standards and the State of
California Land Surveyor's Act.
R34 Work shall be coordinated with the City of La Quintals
forces to preclude delay or interference with the City. of La
Quinta's projects.
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.
Saturday 8:OOa.m.-5:OOp.m.
May 1st to September 30: Monday -Friday 6:OOa.m.-7:OOp.m.
Saturday 8:OOa.m.-5:OOp.m.
Work shall be prohibited anytime on Sunday and Federal
holiday.
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
shall be the contractor's responsibility to adequately
barricade and detour this site. A Traffic control plan shall
be submitted for approval by the City Engineer.,
R37 All excavation at or near 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 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
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 Inspector.
R43 N/A
Additional Conditions - Encroachment Permit No.; 1164
Page 2
R44 All backfill subgrade soil shall be compacted to nothing
less than 90% relative dry density, all backfill soil within
the top 2' of finish pavement surface shall be compacted to
nothing less than 95% relative dry density, -all base
material shall be compacted to nothing less than 95%
relative dry density.
R45 N/A
R46 All -improvements shall be constructed per the approved plans
on file.
I e
rt' " 07/26/91 0.8.47 a 1 619 324 0243 FSI CONSULTANTS 02
f°lp'Y�3 1 ,-9 1 f'R I * THk r+u� uR��••
SHT.' i OF 8
ENGINEER'$ OPINION OF PROBABLE OONSTROCTION COST
OWNER: LA OUINTA ORCHARDS PARTNERE
BY: AL
PROJECT: "THEORCWD$'AVL 50
DATE; MARCH 20, 1991
IN LA OUINYA
JN: ,220.002E
GUMMARY 8HCffT
TR, PM.
26624 26526
00ST . ST
'A. OFF-SITESTREEr (AVE, 60)
163,524 O
B. OFF-'SITE STREET STRIPING (AVE 60)
10780 0
C. ON-SITE STREET
- 650,218 120,094
D. LANDSCAPE & IRRIGATION
$1,430 0
E. EARTHWORK
338,000 71,700
F. WATER
282,691 18,438
0. SEWER
110,302. 534
suffr&AL
21404
•10% CONTINGENCY.
..1SIAM
BUDGETARY Toro.
4
L. M
ITEMS 1� tCa!-�ILIC�NTE� ASE
•
I ?V(bVEMENT5 TO BE O Mca"TIRUCrTED
. (p `� 1
UNDEiZ PERM lT -4 MA
.
'��t--o art ►--t L. ►J '� � 4
�,to Y�
ti 07/26/91 08:48 a 1 619 324 0243 BSI CONSULTANTS 03
ENGIN'' 'R'S OPINION 10pROBABL� CONSTRI ' 'ICN COST , SHT. 2 OF 8
BY: AL
ATE::
OWNER: LA OUINTA ORCHARDS PARTNERS D
PROJECT: "THE ORCHARDS"AVE. 60 DAMAY 31, 1991
IN LA OUINTA
J.N.: 620.002E
UNIT
an TML
9.
CONSTRUCT MIN. 4-1/2"A.C. OVER 6"
CLASS 11 A.B.
1.92
4233
6.F.
61,891
CONSTRUCT 8"TYP9 "S"CURD PER RIV.
11.00
1,426
LF.
16,676
CO. STD. 201
3.
JOIN EXISTING A.C. AND FF.AYHER FOR
SMOOTH JOIN
0.28
18,435
S.F.
61167
�4.
CONS'T'RUCT 8' COMBINATION MEANDERING
SIDEWALK AND BICYCLE PATH PER RIV, CO.
STD. NO. 401
5.50
1103
S.F)
28,383
CONSTRUCT V CROSS GUTTER AND SPANDREL
PER RIV. CO. STD. NO. 209 AND 810
3.60
.420
S.F.
1,470
6.
OVERLAY EXISTING PAVEMENT WITH VARIABLE
'THICKNESS A.C. CAP (0.08' MIN. -0.32' MAX.) ' _
0.6871.
S.F.
15A41
017
CONSTRUCT.P,C.C. DECORATIVE CONCRETE
SAO
1,932
S.F.
6,762
CONSTRUCT HANDICAP RAMP PER RIV. CO.
EA.
11500
STD. 403'
760.00
9.
GTE TO ADJUST GTE MANHOLE TO GRADE
260.00
2
EA.
620
10.
AIRNAC VALVE SEW. FORCE MAIN TO BE
300.00
1
EA.
900
RELOCATED BY CVWD
11.
TELEPHONE POLE TO BE REMOVED AND
2,600.00
3
EA.
71500
RELOCATED BY GTE
4
CONSTRUCT FLAT OUTLET PRAINA02
STRUCTURE WITH 18' LONG 12" DIA., D.I.P.
80700.00
9
EA.
7A00
13,
CONSTRUCT RETENTION BASIN
9.50
300
S.F.
750
14
CONSTRUCT 24DWY., STD -'207
2.60
306
S.F.:.
78S
SUBTOTAL
1.524
07/25/91-16:10 a 1 619 324 0243 BSI CONSULTANTS , 02
MAYZ6 yi 0-n.. .......• -•—.
ENGINEER'S OPINION OF PROBABLE COST SMT. 3 OF 8
OWNER: LA QUINTA ORCHARDS PARTNERS BY: AL
PROJECT: "THE ORCHARDS" AYE. 60 DATE: MAY Sts 1991
IN LA QUINTA
JN: 220.002E
.4 ®FF, STREIMCEIPING (AYE. IM ,
:
UNIT
1.
INSTALL STOP SIGN (30" RI AND
BAR AND
PAINT 12" WIDE WHITE STOP
.
STREET NAME SIGN PER RIV. CO. M. Oil
300.00
1.
EA. : ,
800
2.
PAINT YELLOW ONE DIRECTION NO PASSING
(CENTERLINE` STRIPE) PER CALTRANS
DETAIL NO. 10
0.15.
1.470
LF.
220
3.
PAINT 4" WHITE SKIP LINE PER
CALTRANS DETAIL NO. 11
0.08
11374
LF.
125
4. '
INSTALL SIGN W11 PER CALTRANS TRAFFIC'
MANUAL
135.00
1
EA.
136
6.
R@LOCATB SIGN W78 "LANE ENDS MERGE LEFT"
135.0.0.
1
EA.
135
8.
INSTALL SIGN R18 "RIGHT LANE MUST TURN
RIGHT"
135.00
1
EA.
135
7.
PAINT TYPE III (R) ARROW
60.00
2
EA.
120
e.
PAINT TYPE VI DROP LANE ARROW
60.00
8
EA.
180
9.
PAINT so WHITE CHANNELING LANE PER
0.34
230
LF.
80
CALTRANS DETAIL NO. 38A
10.
INSTALL CLASS I FLEXIBLE POST DELINEATOR
50.00
5
EA.
230
11.
CONFLICTING STRIPPING REMOVE BY SANDBLAST
IS ARROWS AND CHAN. LINE)
100.00
1
L.S.
100
SUBTOTAL
11780
07/25/91 16:11 a 1 619 324 0243 BSI CONSULTANTS 03
P7 fR Y a v a r .. -
4, • ' doe
IR
A
N p In
J J vi J J J J J J J
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8 J J J J J J J J J
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g
a
EiiGl�'S MNICM OF PRWAME CONSTRUCTM
COST
LA OWNTA oRcmARes PAR"
DATE AZ
DATE IW►Y 3f, 9 91
ppp�
MM ORCHARDS' AVL 50 0 LA QU11iTla1
-JM-,
220AHM
v
E F11RINNORIC
A N
tA+ili 1pA�CT
piaTR,
Pa.
PLUM 20M
265n
COST COSI TOTAL
OTT.
QTY.
4►
" T
1.
E]IrAVATWII 3.00. 1 T,000 CY.
11,0 CY
51.000 34.204
2
IMPORT Vounm InnaN SAO v. OQO
112
7Ap6 CY.
2 OOO 350"30Q,r000
r I
m
3.
FWWH GRMZ PADS 500.00 44 EI.
5 EA-
--.22'ADO -24JOQ
I
33BJM M740 409.m
A
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9ont
Ogg
00.088
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t
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06911
00,00
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sal
00.283
'V3
t
008
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056
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1661 '18 AVW '13M)
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00'009`1
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00'0So
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00.913
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00.62
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331,6e x ue X-0
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9
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331,40 x uet x pet
331,611 x del x Net
•
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NIVW UUVM 'd'1'a N9t
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8>d3N1bVd SaaVNO90 V1NIn0 V1
1S00 N0110nd15N00 318YOOad 30 NOIN140 $,d33N10N3
r.dl7QLl9 11'10M air �R
90 SiNdlinSN00 ISS 2VZO bZi 619 S Z1:91 16/Gz/zo
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„i 07/25/91 16:12 $ 1.619 3-24 0243 BSI CONSULTANTS 07
-
M A Y
ENGINEER'S OPINION OR PROmout cpNgTRUCTION COSY BHT. 8 OF 8
BY: AL
OWNER: LA QUINTA ORCHARDS
SO RTNERS DATE: MAY 31t 1091
PROJECT: "THE ORCHA
IN LA QUINTA
J.N..
.00z 9
1.
8” V.C.P. SEWER MAIN
L
V DIA. STD. M.H.
3.
4' DIA. DROP M.N.
a.
e" SEWER PLUG
6.,
4» CLEANOUT
8.
4" SLWER LATERAL
i:' -,If 11
1. 8' V.C.P. SL'WER MAIN
2.
an CLEANOUT
S. 4" SEWER LATERAL
SUgr01'AL
UNIT
QUANTRY
I!RICR
TOTAL
41850
LF.
.14.00
68.000
17
EX
11400.00
23j600
Z
EA.
2,m.00
4,400
!
ft
105,00.
210
200
46
EA.
290.0
.33,01.
110,880
PM- gg2fi SEWER,
UNIT
OSlAdIi�C
��� .
TOTAL
154
L.R.
18.00
2464
!
_
EL
600.00
1,200
3
EA.
290.00
8
ON