2635OTE -
2
_
With •propervalidation "`, • '
thi`s'form constitutes an
�,•,,,,.— CITY 'OF LA QUINTA
:. • 40 encroachment permit
APPLICATION, -FOR PERMIT +
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) w
C� 0 fRg9wS
7.1
For the'�constr`uction .of public. or private curbs, driveways, •pavements, sidewalks, parking lots, sewers; water mains
r and other like -public works improvements in connection with;MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
i'
µ'ms
'Subdivision Improvement Permit Class III,
DATE: a'� 23,,'I�1�T• �+ + i Minor lmproverrient'Permit'Class'IV"0
-•i+ . LOCATION OF CONSTRUCTION + 237IS °iceand,
.(Street address or Description of Location) ter f F R_ a a
I
yPURPOSE OF -CONSTRUCTION "tiSketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTIONU1960, Adtttf
y a {•�jjyy`�' �p '
..DIMENSION OF INSTALLATION,OR,REMOVAL
1 C ✓ -ti r: x Y < r." qtr"1s+� r r U,
? SIZE OF EXCAVATION IF NEEDED
,• y ,
f i V
*
APPROXI MATE TIME;WHEN WORK WILL BEGIN f �r t '�` r `•��• r•� 7'
1 h f . .. � i •` � r .11 • T�w. 1 .
APPROXIMATE TIME OF,COMPLET.IONii''a•
' ESTIMATED CONSTRUCTION COST$
(Including removal�of.�all obstruction; materials, and debris, backfilling, com-
paction
and placing* �j'
p g permanent resurfacing' and/or replacing improvements)
In consideration of the 'granting of -this permit :the applicant hereby agrees'to:
'. - ,y t J � '' ., •Y , r» .s •: � • -. _ ': •T . . �t ' - •,••r1 a +.+i�..y. � r �.. ' •
indemnify, defencl andisave the City, its authorized:agents; officers, trepresentatives:and employees, harmless from and against any and -all "
: r penalties, liabilities;or loss resulting"from claims or court,action and arising out of any accident,zloss or damage to persons, or, property 1
happening or -occur ring as a -proximate "result of•any,work-undertaken under the permit granted pursuant totthis application^:.', k
NotifV'tWAdministrative Authority at least twenty-four (24) hours rn'advance of the time when -work will'be started. ` '~ j4 '• ' '
'y ,F' ^r
Co mply'with'all.applitable•City Ordinances; the terms and conditions ofj.the'permit and-all•applicable rules•and regulations of the City of
' Le•Quinta and topay for any additional replacement necessarylastthe result of this work.
• . • y N • " . , •t art /' , T ++'�, '�''' • • ' y ,rC/, . : i :
OLLt
- t r C •� � ' , � ' 1` `, '"S�JIl.S1A.�.� . r ,ii, ,`xr�4. ` � �• r • • • *�1 ,ti � ,
�' ' ° Ott • Signature of Applicant r Agent . g c +•
'A-Ar60 , Ax,&r.kA&t,-1 i -,iii, . -Tor. 1� � �w'' .�tr►� ' �t'��t� baa �+xt +#�►���i � • tt i� � a r
.�
Name. of'Applicant:(please print) " ' Business Address_" Telephone -No
Jam+$ - . Amu 0a, ' 'P.O. Bd ,f 4 b - ud i A
�` E'+0 Afi X399
Name
}�ofe�Contractor and Job Foreman ` Business Address Telephone No.
r.
Contractor's License:No "_ - City Business Llicense No. f
Sta _146673Y /'inkO627 ' x'
Applicant's Insurance'Company*''" - '� ` Policy Number 7Ar
FEES: -•'Subdivision Improvement Permit — Class III; JUL 2 51997
• Public improvements: 3%0 of estimated construction costs
..r• .
Private improvements: 3vo of estimated constructionc costs F.9 9PK a
• ` Minor Improvement Permit,— Class IV: -See attached schedule
Inspection Fee, $ `' }'� � • Q. PERMITt VALIDATION
Permit Fee ` 100f<3635
,PERMIT NO.
Penalty .
Cash Deposit -Surety Bond DATE APPROVED 7/24/97
p 1.000.00 tA16 �iw
if required ` U / EXPIRATION GATE 7/24/98
TOTAL: $ 3.730.40 7/24/97
DATE ISSUED
Receipt No. By �41-4
1t l
Received by Date _ / 1 0 Administrative Authority
Recorded by Telephone: (619) 777-7075
NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
/�i�j Subdivision Improvement Permit - Class III
DATE: L J / Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION - ���- 11271
7 ^ +2 A%\j 23?73 —3
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION C ,UTTl_
V 6Y%A
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
.APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $
(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:
Indemnity, -defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
Penalties, liabilities or los 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 applii:ation.
Notify the Administrative Authority at least twenty-four 124) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of t e permit and all applicable rules and regulations of the City of
La Ouinta and to pay for any additional replacement necessary as the '10,
of this work.
7
Signature o Applicant or Agent -1 Mo t
AftA LACES 1110 C kl &x 5140 NEW%tt 9"O� M
Name of Applicant (please print) Business Address Telephone No.
JAwGs �__- :5%MoVJ 40 - &4 1o9g0 1wokD C0. ?A7 zcl
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No. 719 - 65 7 -0800
5-muF �Zv>J -C-OTMAw4
)zl-7
City Business License No.
-14((937 — c0 GLP 1007 2 7
Applicant's Insurance ComP/ny GEN. L.IAISILITy 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 $
24,
Permit Fee
adv
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $
.37 30, yr0
Receipt No.
Received by
Date
Recorded by
PERMIT VALIDATION
PERMIT NO. Z CC 35-
DATE
SDATE APPROVED
EXPIRATION DATE 7 Z
DATE ISSUED 9
By
Administrative Authority
TELEPHONE: (619) 777 -?075
JUL- 3-97 THU 11:06
yt�CtO�
CONTRACTORS
C'ompan�►
JAMES E. S I MON CO. FAX NO. 7603476572. 'P..02
Page No. / ot.=--/
-s
JAMES E. SIMON CO.
General Contractors
Post Office Box 10990 Indio, California 92202
Phone 6191347.-5399
CA, LIC. NO
U MITTCO T0. ��.�. pnUN! DATE
DE_A_NE STARLIGHT DUNES, INC. , __ 714-337.7662
SIREEt �.� .. .._. ... .. �_ .. — ___— Ara NAMt.
07/03/97
521795
_P.O. BOX 5140_ STARLIGHT DUNES, TRACT 23773-2 Ill 3
Clri, STATE AND ZID CODE`�� �� 1Ua IUCAtWN
NEWPORT BEACH, CA 92262 FRED WARING OR. ADAMS ST:
ARC111TECT Ti;OAor "N5 JOa PI10NE -
V/S ASSOCIATES 04/20/94
we Hereby submit specifications and estimates lot-
FURNISHING
or FURNISHING ALL LABOR, EQUIPMENT, AND MATERIAL TO COMPLETE THE FOLLOWING ITEMS:
ITEM # STREET IMPROVEMENTS:
1. 3" A.C. OVER 4" CLASS 11 BASE 50,370 SF
2. 5' CURB & GUTTER 2,110 LF
3. 8" CURB & GUTTER, t:� ' 170 : LF
4. CROSS GUTTER/ SPANDREL 2,560 SF
5. STREET NAME SIGN 3 EA
6. STOP SIGN, LEGEND, AND BAR ' 'h•: 1 EA, .
.. e, TOTAL: $87.680.00
NOTES.-
A.
OTES:A. ALL ENGINEERING, TESTING, FEES, PERMITS, AND SURVEYING BY OTHERS.
B. ALL CONSTRUCTION WATER TO BE FURNISHED ON SITE BY OWNER.
C. ABOVE WORK INCLUDES (2) MOBILIZATIONS FOR BOTH CONCRETE AND ASPHALT CREWS.
D. FINAL PAY QUANTITY WILL BE BASED ON IN PLACE FIELD MEASUREMENTS.
E.. SIMON CO. RESERVES THE RIGHT TO MODIFY THIS PROPOSAL UPON RECEIPT OF APPROVED PLANS.
F. ALL INVOICES NOT PAID WITHIN 30 DAYS OF INVOICE DATE WILL BEAR INTEREST AT
THE RATE OF 18% PER ANNUM.
'G. ALL LEGAL FEES AND EXPENSES INCURRED IN THE COLLECTION OF MONIES'OWED WILL BE TI -IE
RESPONSIBLITY OF'THE OWNER.
Contractors are required by law to be licensed and regulated by the Contractors' State License Board. Any questions
concerning a contractor may be referred to the registrar of the board whose address is: Contractors' State License
Board — 3132 Bradshaw Rd., Sacramento, CA 95827.
We propose h'reby to furnich material avid labor — complete in accordance with above specifications, for the Burn of:
EIGHTY SEVEN THOUSAND SIX HUNDRED EIGHTY AND 00/100 ------•------------- dollars ($- 87,680.00
Payrnent to be made JD follows:
PAYMENT DUE BY THE 10TH OF THE MONTH PROVIDING THE.OWNER'S REPRESENTATIVE RECEIVES
AN INVOICE BY THE 25TH OF THE PREVIOUS MONTH
All melcr,at is (lou en:ved lu tov as specdted. All work Io be completed m • worAmanlkt:
manner actoratng to aancard orattices. Any al'eralrun or deviahrn rfrom above :pecifice• AulhoriZed
Ilona ,n•utwnct ext -8 cosh .nil of CrtKYled onlyVpon written Oldaa, and will 640,0-14 an $lenityr! • .L 4 . l'�
extra ensfite Wer and abuK cite ealmato. MI iereements contingent upon stntas. accnranhM. ROESSLER
or delays beyuud uur conbul. Owner to carry nre. tornado and other uece ssery .,",.a :, Note: This proposal mayl Tap`
Our workers arc fully coltereo lly wur►weft a eudrdetlsdhon ln;yrance. withdrawn by uS it not iceepted within 1 S days.
Arrrplunre of Proposal —The above prices. specifications
and condit,00s are ;atlstactory and are hereby accepted. You are authorized
to do the work as weclDed. Payment will be made as outlined above
Date of Acceptance: —
Signature
Signature '
�-Q o oel
1
SPECIAL CONDITIONS --PERMIT NO. 2635
--- Deane Starlight Dunes/Simon Const .
In addition to the standard permit conditions, the following shall apply:
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 1st to April 30: Monday -Friday 7:00 a.m. to 5:30p..m. .
Saturday 8:00 a.m. to 5:00p.m.
May 1st to September. 30: Monday -Friday 6:00 a.m. to 7:00p.m.
Saturday 8:00 a.m. to 5:00p.in.
is
Work shall be prohibited on legal holidays including Sundays. Work is allowed on Saturdays only
if special arrangements, including payment of overtime inspection fee, have been made two' (2)
working days prior to the desired Saturday.
5. Permittee shall assume responsibility for repair of any pavement breakdown at the haul road
access to any public or private:,street and for any damage to other City streets or facilities.
6. Advance warning signs and traffic control shall be installed and maintained in accordance with
Cal Trans Standards. 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 time's.
. .j
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.'
10. All work shall be coordinated:with the City, the City's contractor and/or others working within
the area as directed by and to the satisfaction of the City Engineer.
Special Conditions - Permit No. 2635
Page 1 of 2
SPECIAL CONDITIONS --PERMIT NO.' 2635
continued
I 11. When the work is within 500' 'of a signalized intersection, the permittee shall notify Riverside .
County Signal Dept. at (909) 275-6894 or Caltrans Signal Dept. at (619) 688-6845 as appropriate
'a minimum of 48 hrs prior to starting work.
12. 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.
13. Work authorized by this permit shall be for the Street improvements only as shown on the
approved plans for Tract 23773-2 & -3.
14. All excavations at or near the travel way shall be backfilled and paved if necessary at the end of
each work day for:the protection of the traveling public.
Special Conditions - Permit No. 2635
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 uotified.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:
. NOTIFICATION: Permittee shall notify the.City at (619)777-7075 at least 48 hours in advance of starting construction.
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.
UTILITY CLEARANCE: (Surface. Structures) No work shall be done under thisP ermit 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 J 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'):
JR
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 STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications: i
is
R 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 CRIQuforces to preclude delay or interference with State of City of La Quinta projects.
SURVEY MONUMENT'S: 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 LIM11T 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.
15 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.
18 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 PERMANENTPAVEMENT 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.
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.