2548'i*s form,co titutes an
e croachmPnt pe mite 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�jike public works improvements in, connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
t
Subdivision Improvement Permit —.Class II I
DATE:- (ktOber 11; 1996 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Rancho .%a Quluta Tract 2$343• Cabrillo Wag and Via Carmel
(Street address or Description of Location) k t
PURPOSE'OF ONSTRUCTION Street Coustruction Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION 1nat^U 0.25 A.C. 'Over. 8$8 ATTACK CONDITIONS
11.77' 'bane material per blear See approved plaaa titled: "Street
DIMENSION�OF INSTALLATION OR REMOVAL
x 10,700 044Xmptovemenit ;Tans, Tract 190::128343#"
by Tri-State Surieyors 4 Civil
. RuOusera, dated 8/.20/94.
SIZE OF'EXCAVATION, IF NEEDED See ply• r�
APPROXIMATE TIME WHEN WORK WILL BEGIN i1/11I96
t
APPROXIMATE TIME OF COMPLETION 11/21/96
ESTIMATED CONSTRUCTION COST $
(including removal of,all obstruction, materials, and debris; backfilling, com- A. C, `x deSigm approval 'xeQriiY86
paction and placing prior to bane grade iL1� oebtloji,
p g permanent resurfacing and/or 'replacing improvements)
In consideration of the granting of,this permit, the applicant hereby agrees to: µ
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!outNof 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. 'r' • F
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work -will be started.
k Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable mules and regulations of the'City of
La Quinta and to.pay for any additional replacement necessary as the result of this,%work.
Signature of A.2plicant or Agent
T.D. Deeert Davel.ornwnt • P.O. Box 1716 -1A QU1.ntRo CA (619) 771-1941
Name of Applicant (please print) Business Address i Telephone No. '
Granite Constrrmetf on 38000-molaros St. Indio.. CA (619) 773-7500
Name of Contractor and Job Foreman Business Address Telephone No.*
89. 2501
Contractor'sPcense No. City Business License No..
',8lahere/Drake • NAD 659493
Applicant's Insurance Company Policy Number 1
FEES
Subdivision Improvement Permit — Class l
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 3,510.
Permit Fee 10.
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.'
Received by
Recorded by
$ 3,520.
Date
—�
NOV 12 1996
V�
PERMIT VALIDATION
PERMIT NO. 2548
DATE APPROVED 11/4/96
EXPIRATION DATE 12/31/96
DATE ISSUED •11/44//96
.By
Administrative Authority
Telephone: (619) 7774075
J
std�iTE
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
• CrvB' 6/b�
DATE: 6
LOCATION OF CONSTRUCTION — Rancho La O' uinta T
l 6
r., `// ( /NQ % 4 1G/ l/�4
(Street address o? Description Location)
PURPOSE OF CONSTRUCTION Street construction
DESCRIPTION OF CONSTRUCTION Install 0.25' A.C. over
0.77' base material per plans
_07000
DIMENSION OF INSTALLATION OR REMOVAL I AIM s . f .
Subdivision Improventent Permit — Class III
Minor Improvement Permit Class IV
";283V3
Sketch (attach construction plans if appropriate)
SIZE OF EXCAVATION, IF NEEDED — See plans
APPROXIMATE TIME WHEN WORK WILL BEGIN ,/ 4l0
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ s f poo
(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:
m
Approve s r e section Eo
0.25' a.c. over 0.77' base
material (crushed aggregate or
c}ushed mis ellaneaous basejI��
�tCVlt 98 �Ol Ptr 50
A.C. mix design approval required
PS
prior to base grade inspection..
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 proprrty
happening br 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 theresu this work.
Sign t e of Applica ori <<- <'Ue•� �'� =>>
T.D. Desert Development P.O. Box 1716 La Quinta. CA 92253
Name of Applicant (please print) 619 771-1941
Business Address
t "?'Ar-�e fans}rdt�toM Goy+ a.4 3 fele hone No.
p� Ir `� o0o JI/tae .l�<�{" (nr(�;L4S2zo3 WSL_77<--7t-00
Name of Contractor and Job Foreman
Contractor's License No.
Business Address Telephone No.
to Z r-0 1
City Business License No.
Sphere/Drake
NAD 859493
Applicants Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class III j
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction cost
Minor Improvement Permit — Class IV: See attached schedut
Inspection Fee $ 3<-/0
Permit Fee 10.
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by Date
Recorded by
N,
AJN 1996
PERMIT VALIDATION
PERMIT NO. ,!
DATE APPROVED 40SIM6! (//`�/9�G
EXPIRATION DATE _ l2/ 311�1�
DATE I SUED
By
Administrative Authority
TELEPHONE: (619)i13=8 777-7075
w
ATTACHMENT A
BID PROPOSAL FOR
T.D. DESERT DEVELOPMENT L.P.
RANCHO LA QUINTA COUNTRY CLUB
LA QUINTA. CA.
SEPTEMBER 26, 1996
RANCHO LA QUINTA COUNTRY CLUB
STREET IMPROVEMENT TRACT NO. : 28343
DEVELOPMENT PARCELS 4 & 6
LA QUINTA. CA.
FURNISH MATERIALS, EQUIPMENT AND MANPOWER FOR THE FOLLOWING ITEM
FURNISH, DELIVER AND PLACE 0.25' THICK ASPHALT
CONCRETE OVER 0.77' THICK CRUSHED MISC. BASE,
INCLUDING SUBGRADE PREPARATION, FINEGRADING
AND COMPACTION TO MAXIMUM DENSITY.
106,480 SF. @ $ 1.10 PER SF. _ $ 117,128.00
PLEASE NOTE, THAT THE ABOVE LUMP SUM PRICE IS BASED
ON THE FOLLOWING
" SUBGRADE TO BE GRADED TO -PLUS OR MINUS
ONE TENTH OF A FOOT BY OTHERS PRIOR TO
START OF GRANITE WORK.
ASPHALT CONCRETE PAVEMENT SHALL BE PLACED
IN TWO (2) LIFTS, BASE COURSE 0.15' AND
WEARING COURSE SHALL BE 0.10' THICK.
i
j �.
11/25/1992 23:53 619-771-1841 SPARKS CONSTRUCTION PAGE 01
_619 771'1841;# 1/ 1
SENT BY'so, GAI..GAS CO. :11-15-96 �-8�53AM -PALM DESERT BASE
• the Gas COMPUT
4AA Ci c15 ^1 N O LQ-)
TO:CITY OF LAQUIN7'A
FR.SO. CAL. GAS. CO.
$��:TRACT # 2�3y3
THI5 IS TO NOTIFY ALL CONCERNED.GAS
INSTALLATION HAS BEEN COMPLETED IN TFIE ABOVE
NAMED'fRAC'f.
RESpECTFULLYL9
le.�pp.DOANE
•a11�.r� ���
Seca""
ymps U"f*r J .
Rfiw Darty. G
Wil
04ZI► t
File so. • ny? 2I► l
Progress ZFinal
TRACT INSPECTION REPORT
Data I I 0 19
Domestic ate andlo anitation System for Tract No./Project
Q 8-S (4 OS ZA a>u ;-�a &gC&:L
Date of inspection (• 04 19%. CM Drawing Bo.
Type of inspection. Haters ZActivated ZFinal Other
Tested? Yes ZNo _. Approved? Yes -/No _. (If no, see remarks below.)
Disinfected? Yes Zvo ^ . Approved? Yes o (If no, see remarks
below.
Project has security gates? Yes ✓ No _ Number Manned Zrard _•
Project has'district well site? Yes No Z Number of well sites _.
Block wall complete around district well site? Yes _ No.
As -built completed? Yes xo _. (If no. see remarks below.)
Abandonments required by Operations?. Yes _ No
Corrections or additions to be made? Yes ZNo (If yes,. see CVWD-131.
attached.)
Remarks: C
LO iyl Z. -L [,'�i A2 5
x AAC e B -Flaw .DiEu,'tr,
Inspected by: Approved by:
Constructi Inspector Senior Inspector
Distribution:
Original - File
Copy - Technical Services
Copy - Chief -Draftsman CVWD-182B
(Rev. 8195)
tcl tD,
GTE California incorporated
295 N. SUNRISE WAY
PALM SPRINGS, CA 92262
NOVEMBER 7, 1996 In Reply Refer To
MR. MARCUS FULLER
CITY OF LA QUINTA
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CA 9225.3
DEAR MR. FULLER: -
PER YOUR REQUEST, GTE CALIFORNIA (GTEC) HAS PLACED DISTRIBUTION FACILITIES FOR
RANCHO LA QUINTA TRACT #28343 ON CABRILLO WAY AND VIA CARMEL IN THE CITY OF
LA QUINTA: IT WAS PLACED UNDERGROUND AND WAS ACCEPTED BY GTEC.
IF THERE IS'ANY ADDITIONAL INFORMATION NEEDED, PLEASE FEEL FREE TO CONTACT ME
AT ANY TIME. THANK YOU!
SINCERELY,
MANUEL G. MONTES.
ENGINEER - O.S.P.
619/864-1715
MGM.= W
Apart of GTE Corporation
11/25/1992 01:31 619-771-1841
SPARKS CONSTRUCTION
NOV-12-96 TUE 14:39
IIIDCOAGHELLA
ENGIR
61'93913999
PAGE 01
P. 02
I.MP[RIAL.
COA6MELL,A VALLEY POWER DIVISION
81.606 AVENUE 88 - P. 0. IOX 1080 • LA OUINTA. CALIFORNIA 92253-1080
TIFLEPMONE (619) 380.6834 • FAX (010) 301.8000
IIDPD-DDC November 12, 1996
Mr, Marcus Fuller
City of La Quinta
78.495 Calle Tampico
La Quinta, CA 92253
Dear Mr. Fuller:
Re: Conduit System Approval for 'I"ract 28343 (Rancho.La Quinta)
The installation of the underground conduit system for Tract 28343 (Rancho La Quinta)
has been inspected by Imperial Irrigation' District (IID). This underground conduit system
is accepted as meeting the specifications and standards set forth by IID.
It is IID's policy. to occupy and energize only those portions of the new systems for which
a service request has been made. Oidy those portions which are actually occupied and
energized will be released from the developer's responsibility. The developer shall
continue to be responsible for the maintenance, repairs, corrections, etc. of conduit
systems not occupied by IID.
If you have any questions regarding this matter, or if I can be of further assistance, .please
contact me at 398-5825 or John Salas at 398.5834.
Sincerely,
ENRIE DE LEON
Engineer Assistant
EDL -ss
i'
The following General and Special Provisions are attached to and made a part of Permit No.
GENERAL PROVISIONS
The following shall always apply:
ENROACEMENT 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 Quints 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 Quints 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:
RI NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quinta right of way
authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing
substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole
responsibility of the permittee.
R3 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.
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.
RS 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 (17.
R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
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.
RIO SOIL STERE JZEE ; 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`Stare or City of La
Quinta forces to preclude delay or interference with State of City of La Quints projects.
R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when involved shall 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 CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method
of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating
equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best
facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
R14 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.
RIS 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 excavationshall not be used for backfill, but shall be supplemented or replaced
by an approved sand or gravel.
R16 BACIG LL SAND: Backfill shall be approved. transit -mix sand or equivalent and shall he'placed in lifts of not greater than
three feet (3) and vibrated using vibrotamper or equivalent equipment. Alternate metho. s may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the ..way.
R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the :..u.a
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 subgtade. 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 RESPRWING: 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.
SPECIAL CONDITIONS --PERMIT NO. 2548
--- T.D. Desert Development/Granite Construction ---
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.
r
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 endof 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:OOp.m.
May 1 st to September 30:'' Monday -Friday 6:00 a.m. to 7:00p.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.
Special Conditions - Permit No. 2548 Page 1 of 2
SPECIAL CONDITIONS ---PERMIT NO. 2548
(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 shall be limited to the street construction of the streets
within Tract 28343 known as Cabrillo Way and Via Carmel, as shown on the approved
plans titled: "Street Improvement Plans, Tract No. 28343," prepared by Tri-State Land
Surveyors and Civil Engineers, approved 8/20/96.
17.. Approved street section to be 0.25' (3") of asphalt concrete material per approved mix
designs over 0.375' (41/2 ") crushed aggregate or crushed miscellaneous base material,
unless otherwise changed per approved soil test results.
Special Conditions - Permit No. 2548 Page 2 of 2