2529NOTE
With proper validation a
this form constitutes an CITY OF LA QUINTA �-
encroachment permit _
APPLICATION FOR PERMIT nw^T 1 � 1996
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: Or_tobAr 10. 1996
Subdivision Improvement Permit —Class I I I
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION - TrAatrr 28149. Latta 70/71, Soutbarn Rilln
(Street address or Description of Location)
t
PURPOSE OF CONSTRUCTION Storm drain ir+Azavafnanta Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION Remove36" storm drain:
install 36« atorm drain and dry well
Slee annroved vian. SEE"ATTACM CONDITIONS
DIMENSION OF_INSTALLATION OR REMOVAL 200 1.f.. par
aunrovad n3An
SIZE OF EXCAVATION, IF NEEDED 200 1•f- X 8' darn
APPROXIMATE TIME WHEN WORK WILL BEGIN 10/1.1/96
APPROXIMATE TIME OF COMPLETION 10/25/96
ESTIMATED CONSTRUCTION COST $ 39.000.
(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:
SEE APPROVED PLANS, TITLED:
"ORADING, PAVING, AND DRAINAGE
PLANS, TRACT NO. 28149," BY
WATSON 6 CHRISTOANSEN, APPROVED
1/19/96, REVISED BY MDS CONSULTING
9/26/96.
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 ap licable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
Sign lure of Applin nt or Agerit
.Tobe dntnam P.O. MX90-5ComnhAIIA. CA 92236 (619) IOR-5536
Name of Applicant (please print) Business Address Telephone.No.
YAkfi. Jones P.A. Box 905 CnAehP11A_ (A 92236 (6191 39R..SSAA
Name of Contractor and Job Foreman i Business Address Telephone No.
172092 143
Contractor's License No. City Business License No.
TTliCO CasuAl.ty CA. /TTSA. CT.YTIIa0011 A9
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
$ 1160. Q0
10.00
$ 1170.00
Received by Date
Recorded by
2529
PERMIT VALIDATION
PERMIT NO. 2529
DATE APPROVED 10/10/96
EXPIRATION DATE 11/1/96
DATE ISSUED 10/10/96
1
Administrative Authority
Telephone: (619) 777-7075
r 10/09/199Et 16: 12 61377, 7 '155 :I r-,: Ii 4 F'al. CIE: 1
Pon.
with propn Validation
Mb forsn eonsthutes an CITY OF LA �UINTA
wtaoea_ hmant_ Permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the eonnruotion of public: or private curbs, d6veweys. pavements, sidewalks, Perking lots, ~it, wiser mains
end ether Ilka public works improvemettts ir, connection with MINOR IMPROVEMENTS end APPROVED SUBDI JISIONS
DATE:
LOCATION OF CONSTRUCT ION
Subdivision Improvement Permit - Civil III
Minor Improveletit pe#rrilt Cass IV —
n �1 / i �� T1ZlL'� Zgl i -S -70/-11 t `�Oc l• lENV1 �-{ l l�S
TDescription of Listen)
PUF#W1 Of CONSTRUCT#QN .Skym GLr CL( I1 sketch (Attach oonstruction plans if appropriate)
I rv)i ~w. :t rn.1-c --
u +ry Y0..# ---
cz-'
IDIMENSION INSTALLATI N OR REMOVAL
EXCAVATION,. ED
-4 AoQ.� pGGVl�'
APFROXIMA TIME WHEN RK WILL BEGIN Q� 1�
APMXIMATE TIME OF COMPLETION j q,9 lv i
MMATto cDNaTRucTION cosy s..._,_ 3 ChnU f
0010*4111111 rwFO"l of tad obetruetion, mstelists, and debris, backflillrsg, com•
Pr011on std Ishmitg penrivensrtt ►nurfadng and/or replsein im rove i /
oog R rrsentt �._ � .— .
In rlaldemtlon of the Venting of this pormitagree/ , the epcilicant hereby agr/ to: (.&! j
ItWas nMM,.aefeM end revs sew Ckv, Its eutherlree sten#, oMioeN, repreaemaeivet and en ploy7Vs, harmlera from and saNnat any and all
eeu
0a#IaI11M, IMMIhiw or losa rlthle frwr, claims or court setien And aritinp cut ol, int eaeident, lou t» damaea to P0, 6, of propirty
h"PpOtlry or a00urrine N a prorlms» rerun of any wort undln`140n u•Ww tht Permit peened pursuant to this application.
Notify the Adminht#athw Avthwhv at (Mat tw mvv-four 1241 hours in 46vancc o the tl"w uster www will be &rimae.
CO VIV Md# Oil Wol$nWe City Ordlnenelm, the mess arO eonditiont of Wer permit and all molloeble rule# and rqulatlons of the CltV of
V Ouhrr end to pay far any 114110100001 nphcement f%@M Ory. as Me rm it of this "A, . .
Signature of Applicant or April
ollm
Narsta Of Appikant (plane print( - -- Business Address Telephone No. t�1
Av 5a Coadiec L(a . CA
Hurts of Contro tnr snd Job Foremen flusineta Address TNaphore No.
�oga i53
Dorteaeeor'e Liwnta Ne. Clty Busirtero Lic:erlse No.
Apipllaom'a Inkallrtee Conspany 61111N. LIAfpA►Ty Policy Number
FEps 9ubdM sIw lmprowniovM Permh - pass ill
"le itnproversenti: 3% of estimated construction cola
hetet, Imprewraents: 3% *1 estimated construction cotb
Mhos Imorowmsatt Permit - Clap IV: Sae alted,ed sertedule
Inspeetlen Fw $ / / &n
Partnh Fes 1/0
Mlolty
Cosh Dapo4114ursir y Bend
N esgtlfO"
TOTAL:
Rawipt Ne.
RtlwMad by Date
Nawrded by
row
PERMIT VALIDATION
PERMIT NC1.
Q �O
DATE APPROVED
EXPIRATION DATE
DATE ISSUED 0
By
Admimstrotive Authority
TELEPHONE: (010) IP77-'107S
SPECIAL CONDITIONS --PERMIT NO. 2529
--- Jones Bros Construction Company ---
In addition to the standard permit conditions, the following shall apply:
1. All work shall be performed in accordance with the latest edition of the Standard
Specifications For Public Works Construction.
2. Permittee shall be responsible for providing continuous dust and erosion control
3. Streets shall be kept clean. They shall be completely cleaned at the end of each
working day and more frequently if required.
4. Contractor shall comply with the local noise ordinance. Operation and maintenance,
of equipment within one half mile of human occupancy shall be performed only during
the following time periods
October 1 st to April 30: Monday -Friday 7:00 a.m,. to 5:30p.m.
Saturday 8:00 a.m. to 5:00p.m.
May 1 st to September 30: Monday -Friday 6,:00 a.m.-to 7:OOp.m.
Saturday 8:00 a.m. to 5:OOp.m.
Work shall be prohibited on legal holidays including Sundays.
5. Permittee/contractor shall assume responsibility for repair. of any pavement damage to
any public or private street and for any damage to other City streets or facilities as a
result of work performed under this permit.
6. Advance warning signs and traffic control shall be installed and maintained in
accordance with Cal Trans Standards or the Work Area Traffic Control Handbook
(WATCH Manual). It shall be the permittee's responsibility to detour and barricade this
site.
7. Street closures shall, not be permitted. A minimum of one travel lane on paved surface
shall be maintained with flagmen at all times.
8. Prior to excavating, the permittee shall contact Underground Service Alert at 1(800)
422-4133.
9. Should additional work, materials, or modifications of the work be required in order to
meet city standards, safety requirements, signage requirements, or to fit actual field -
conditions, the work shall be performed by the permittee as directed by and to the
satisfaction of the City Engineer at no cost to the City of La Quinta.
n
Special Conditions - Permit No. 2529 Page 1 of 2
SPECIAL CONDITIONS ---PERMIT NO. 2529
(continued)
10. All work shall be coordinated with the City's inspector and others working within the
area as directed by, and to. the satisfaction of the City Engineer.
11. All backfill and subgrade soil shall. be compacted to 90% relative dry density, all
backfill soil within the top 2' of finish pavement surface shall be compacted to 95% .
relative dry density, all base material shall be compacted to 95% relative dry density.
12. All excavations at or near the travel way shall be backfilled and paved at the end of
every workday as directed by and to the, satisfaction of the City Engineer for the
protection of the traveling public.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting etc. shall be
replaced to its original. condition.
14. Access and egress to all local properties shall be maintained at all times.
15. Permanent pavement replacement section shall be one inch greater than existing.
16. Work authorized by this permit is limited to the removal- and abandonment of the
existing 36" PVC storm drain Fine within Tract 28149, Lot 70., and the excavation and
installation of .a replacement,3�6" PVC storm drain line.and drywell, as detailed on
sheet 6 of 6 of the plans titled: "Grading, Paving, and Drainage Plans, Tract No.
28149," by Watson and Christiansen, dated 1/19/96, revised by MDS Consulting
9/26/96. =.
Special Conditions - Permit No. 2529 Page 2 of 2
The following General and Special Provisions are attached to and made a part of Permit No.
GENERAL PROVISIONS
The following shall always apply:
ENROACHMENT ON PRIVATE -PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of
way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to
secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated 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 cost as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the
City Engineer or La Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and
concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes
necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work.
Drainage structures and open drains shall be kept free of debris at all times for proper drainage.
RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right
of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction:
Existing gutter line and drainage ditches shall be replaced to their original standard or better. "All excess material shall be removed
prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used
immediately after backfill.
DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall
be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS:. No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited
access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for
any length of time, permittee shall contact this office to obtain the necessary permission.
SPECIAL. PROVISIONS
The following shall apply when indicated:
R1 NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
R2 UTILM CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quinta right of way
authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing
substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole
responsibility of the permittee.
R3 UT X]rY CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with inches of A.C. paving placed on inches of class aggregate subbase course having an "R"
value of not less than and in. conformance with City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
1/4 inch to one foot (1').
R6 GRADE CHECEING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter _feet) shall be
removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be 2 1/2 inches of A.C. paving placed on () of class aggregate base.
Driveway construction shall conform to attached drawing.
R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
R10 SOIL STERH IZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications.
R11 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State of City of La Quinta projects.
R12 SURVEY MOS: 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 may readily and correctly be
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to
these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified
upon completion or replacement of all survey monuments for proper project clearance.
R13 PAVEMENT CUT17ING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method
of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating
equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best
facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the
traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No
excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction
material is actually on the work site.
R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced
by an approved sand or gravel.
R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than
three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (5') lifts where trenches are of excessive depths. Care is to be exercised that the
backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting
compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction.
Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where
jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous.
R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road. One (1) copy of each test shall be forwarded to the City Engineer for
approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the
Standard Specifications, Division of Highways, State of California, dated January 1973.
R19 COMPACTION 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 as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of
California, dated January 1973.
R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placed after a
maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the
placement of the temporary pavement exceed a five (5) day limit.
R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC -800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a
inch class base shall be placed no later than days after completion of temporary road repair.
R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
R23 STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be
accomplished by a licensed, bonded and insured tree service, and 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 in sections which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump
hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or
barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the
surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall
comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
JONES.BROS. CONSTRUCTION CO.
9"
GRADING, PAVING, UNDERGROUND AND EQUIPMENT RENTALS
85.989 AVENUE 52 s P. O. BOX W5 • COACHELLA, CALIFORNIA 92236
347 —B. TELEPHONE(619)347.2291
PROPOSAL NO. LIC. NO. 1T2092 CONTRACT NO.
PROPOSAL S.U9MITTED TO: PHONE DATE:
NAME:
345-7755 10/9/96
� CL
ADDRESS:
RANCHO CAPISTRANO _ PROJEPGA WEST STORM DRAIN
LOCATION:
CITY AND S `----^
PBOX 980 SOUTHERN HILL$ TRACT #2814
STATE: •~ � "�— ARCHITECT/ENGINEER: �"–"-- --
LAQQINTAit_ CA 922 5 DATE OF.PLANS'
ATTENTION: JUTSON & t"HR IS -T1
TRACEY DALE PROJECT PLANS NO. AND-TITLEY "
We herebyq P ---- — = --
propose to furnish the necessary a uI ment, labor and malerlals required to perform the tollowfng work:
DESCRIPTION QUANTITY
INSTALL 36,, ADS PIPE 200 LF
INSTALL
45 DEGREE:_BEND
3
EA
INSTALL
22k DEGRME BEND
3
EA
INSTALL
11k DEGREE BEND
1
EA
INSTALL
48" M—H W/60"
1
EA
$cw
V
INSTALL
DRY. WELL
1
EA
PUMP 3611
PVC AND PILLARS W/CONCRETE :FiELb
FIT'
REMOVE EXIST
STORM DRAIN AND BACKFILL
FIELD
FIT
JONES.BROS. CONSTRUCTION CO.
9"
GRADING, PAVING, UNDERGROUND AND EQUIPMENT RENTALS
85.989 AVENUE 52 s P. O. BOX W5 • COACHELLA, CALIFORNIA 92236
347 —B. TELEPHONE(619)347.2291
PROPOSAL NO. LIC. NO. 1T2092 CONTRACT NO.
PROPOSAL S.U9MITTED TO: PHONE DATE:
NAME:
345-7755 10/9/96
� CL
ADDRESS:
RANCHO CAPISTRANO _ PROJEPGA WEST STORM DRAIN
LOCATION:
CITY AND S `----^
PBOX 980 SOUTHERN HILL$ TRACT #2814
STATE: •~ � "�— ARCHITECT/ENGINEER: �"–"-- --
LAQQINTAit_ CA 922 5 DATE OF.PLANS'
ATTENTION: JUTSON & t"HR IS -T1
TRACEY DALE PROJECT PLANS NO. AND-TITLEY "
We herebyq P ---- — = --
propose to furnish the necessary a uI ment, labor and malerlals required to perform the tollowfng work:
DESCRIPTION QUANTITY
INSTALL 36,, ADS PIPE 200 LF
INSTALL
45 DEGREE:_BEND
3
EA
INSTALL
22k DEGRME BEND
3
EA
INSTALL
11k DEGREE BEND
1
EA
INSTALL
48" M—H W/60"
1
EA
VERTICAL HOPE—BASE FOR 36P PIPE
INSTALL
DRY. WELL
1
EA
PUMP 3611
PVC AND PILLARS W/CONCRETE :FiELb
FIT'
REMOVE EXIST
STORM DRAIN AND BACKFILL
FIELD
FIT
TOTAL LUMP SUM
PERMIT FEE REQUIRED BY CITY OF LA QUINTA(MARCUS)
REVISED TOTAL
48" M—H & DRY WELL
FILL PILLARS IN PLACE W/CONCRETE
ALL CONCRETE PATIOS .& SIDEWALKS TO BE DONE BY OTHERS
SEE ATTACHED STIPULATIONS
$ 39,000.00
$ 1,170.00
40,170.00