HomeMy WebLinkAbout18.7.3 S.B.C.Trans/Flood PermitCITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CALIFORNIA 92335-3598 AMOUNT DESCRIPTION
pROGRAM ACCOUNTING pURCH. ORDER INVOICE NUMBER
53720-8017-575762 ReST 082c~{~/~ 180.00 ZNSPECTZ0N FEES
050430 SAN BERNARDZNOt COUNTY OF
CITY OF FONTANA . ,..,=o 0 2 2 3 2 0
8353 SIERRA AVENUE CHECK 2232 0
FONTANA, CALIFOBNiA92335-3598 DATE 09106194
AMOUNT ******,180.00'*
PAY THE SUN OF *******180,OOT)OLLARS
TO THE
ORDER
OF SAN BERNARDINO" COUNTY OF
DEPARTNENT OF TRANSPORTATTON
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825 E,..THIRD
SAN BERNARDIN0~' CA 9241 5-0835 ,/, .~.C~/. YS
BANK OF AMERICA · Fontana, Califomia OlD AFTERg0 DA
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COUN3'Y OF SAN BERNARDINO ,-- TRANSPORTATION DEPARTMENT
ROAD PERMIT SECTION
825 E. THIRD STREET
SAN BERNARDINO, CA,. 92415--0835
(909) 387--2588
APPLICATION' FOR EXCAVATION PERMIT ,fl/,~,~-/~
DATE OF APPIJCATION
LocATION OF WOR~:
UTILITY: GAS TELEPHONE ELECTRIC~.__ SEWER )~ WATER__ CA~__. OTHER
TOTAL LENGTH TOTAL -WIDTH LINEAL FEET CONDUIT CONDUIT UTILITY
OF EXCAVATION OF EXCAVATION PAVEMENT CUT MATERIAL SIZE DRAWING NO.
ADDITIONAL REMARKS:
Work Guaranteed By: Resolution Franchise Bond ~' Cash De ps0it
NAME OF PERMITlEE (PLEASE PRIiVT)
APP. I ISS. FEE ·
INSPEC'rIONF~ AUTHORIZ~j:) SIGNATURE OF APPLICANT
TOT~E MAILING ~DRESS
, ~rbff~ , CA qz 3~
qo
(AREA CO~E) TELEPHONE NUMBER
REV. 5~4
COUNTY OF SAN BERNARDINO - TRANSPORTATION DEPARTMENT
825 E. THIRD STREET
SAN BERNARDINO, CA. 9241 5-0835
(909) 387- 2888
APPLICATION FOR TREE TRIMMING/REMOVAL PERMIT
PLEASE PRtNT
MAILXNG ADDRESS /J5~
~REET CiTY ZIP CODE
LOCATION OF TREE(S)
LIVE ~ DEADmlSEASED
NUMBEROFTREE(S) ./~r~ ~PEOFTREE(S) ~ ~' ~ / ~x~' ~ ~.~
REASON FOR REMOV~
~E OF PERMI~E (PL~SE PRZ~) SIG~RE OF PERMI~EE
PERMIT INVESTIGATION (OFFICE USE ONLY)
DATE
COU~ RIG ~ - OF- WAY PRIVA~ PROP~'
COU~ TO:' REMOVE TRIM =;~PLICA~O=. REMOVE TRIM
REM~KS
BY
DISTRICT ROAD SUPERVISOR
REV. 5/94
~_t~CO ~ROAD PERMITS TEL "'~.909-$87-2897 I~ug '5,94 13:28 No.O05 P.01
BEDULE OF FEEB
(s) HIghway Permits
~4~Uim~ndieUenc;e Feee
n
g ( r. & over~Erne.~
Rlcler to ~ ..................................................
I~ulxJIdilo/~ .................................................................... L~O0
Tree Remov~ ...................................................................No Fee
Hming Pemdl Prepstalon
i~l) SOrrnorewoddngcl~y~nollc~ ...........................28.00
,. m..... wo.d.g =============================
(L) er to Pern~L ..............................................................
(M) Raecl Oloeure Proc~lnil ...............................................
(N) Rkler to RoBd Oloeu~t ...................................................J~.O0
(b) Ir~lon Feee
(!) Open T!lnch I~
(A) ML, dmumfeeuploBOOIineerlBcEaltren~h ................ eta0
Mlnirnum fee for B01.600 lineor ~
FOr ee~h ~lcllliorml 100 ~neer feel Or IrBcxlon lhemoi
....................................................... :......: ..........
8en4oe Oonnecllons
(~) Eeeh connecuan uricset annuel penn[ .......................................
(~) Eeoh cormectk3n nc~ under annu~ perrot ................................41.00
(3) Ooumy pe~h f. (meur~ m) ......................................~etoo + S28.00 L/F
(d) Public: Raed Improvmnen~ Required
(~) Inepec~on feee '
$1 to i~Ns.aoo ................... .-, -.-. ...........
(d) PubllcRoedlmprovementeRequired
(~)
$1 to S2S.000 ............................................ 1% value
,=.oo~ to
$1oo,0ol and above .................................................3/4
(e) eesde and
(A) Tmea. ...............................................................................8000.00
~c}
RoeuCkaedAheedmg.(C.~o) ......................
Detour SIgn (C-S) ..............................................44.00
'eftercNculatloo, rOund tO the newest even dollar amourn
DAv./,~ZQI 9
89 · 0101
89.0105 Inter.
89 · 0110 8~0~.
~9.0101
pr~o~e ~e continued h~al~ o~ ~s Co~ty's abundan~ and
diverse plant resorts, b~ pr~tdi~ r~lations and
~idelines Zor ~e ~ge~nt oZ the pl~t resources in the
uninco~o~ated areas of San Ber~rdino Count~ on prope~M
c~i~ticns o~ props~ under private or p~lic
~or the Zoll~ing p~ses:
(a) To pr~ote a~ sustain the health, vigor and
p~uctivit~ o~ pl~t li~e and aes~etic values
wi~in ~e Co~t~ ~rough appropriate management
(b) TO conse~e ~e ~tive Plant li~e heritaqe for the
b~eZit oZ all, ~cludi~ ~utuu ~erations.
(c) TO protect native trees and plants
indtscr~ina~e ~'~o~ai, and to re,late such
COUNTY OF SAN BERNARDINO '~ ~ ~
I'~T"'~ ~' ~' ' D :NVIRONM.r:NTAL PUBLIC WORKS AGE, ,C,Y Page 1
TRANSPORTATION
825 East Third Street INSPECTION OFFICE
Dist. Map Road Name Type Account No,
3 15V21-F2 WASHINGTON DRIVE 12
ciTY or PONTANA $ '6 2 2 8 2
Permit Number
Permittee f'
8353 SIERRA AVENUE PERMIT DATE SEPT. 22,1994
Address
FONTANA, CA 92335 PERMIT EXPIRES SEPT, 22,1995
City State Zip
Person in Charge of Field Work STARTWORK SEPT. 22,199,1
In accordance with your application dated ~.~, 19 94 , and subject to the provisions and requirements of
County Code No. 51.011-51.059, the General Provisions printed on the reverse side of this permit and/or such Special Provisions as may
be attached hereto, PERMISSION IS HEREBY GRANTED TO excavate and/or encroach within County road right-of-way for the purpose
of performing the following work:
LOCATION OF WORK:
TREE REI4OVAL ON WASHINGTON DRIVE, BETWEEN CYPRESS AVENUE AND JUNIPER AVENUE, IN
THE FONTANA AREA.
LEGAL DESC: APN -- -- LOT BLOCK: TRAC3~
,/CONSTRUCTION ITEMS:
DRAINAGE WALL
CURB &SIDEWALK PAVING OTHER
DRIVEWAY APPROACH GUTTER CONST. CONST. .
Residential
Commercial
ITOTAL LENGTH WIDTH OF FOOTAGE OF CONDUIT CONDUIT
EXCAVATION EXCAVATION PAVEMENT CUT MATERIAL SIZE UTtLITY DRAWING
DECK WALL REMOVAL
sPEc,ALAcT,v,T,Es: CI.ARADECI.,LM,. F'I..N.,N RcARN,vALF'IwALK.A.THo. oTRER
work~.a,amee~Ey:Resol.tio. ~~ra~c,,s~ .o.d~ Oash~eposi,.00
Amount
(SEE ATTACHED FOR PERMIT
Th~S permit is to be strictly construed and no work other than that specifically mentioned above is authorized hereby, Performance of the work shall
be deemed to be acceptance by the permittee of all terms and conditions of this permit,
APPLICATION/ISSUANCE$ o00
F'I ,NsP ,o. '0° C/L' CU
Transpo~ation Depadment
.00 C', N
DEPOSIT IN TRUST ~1~ $
PERMITES
' '* PAGI 3 OF 3
TBKK RKMOVAL PROVI3ION3
1. REMOVE ~ TREECS) FROM WITHIN COUNTY ROAD ~IGHT-OF-WAY.
TREE STUMPS MUST BE REMOVED FLUSH WITH ADJACENT GROUND ELEVATION.
3- REMOVAL OF TREES AND STUMPS FROM WITHIN COUNTY ROAD RIGHT-OF-WAY SHALL
BE ACCOMPLISHED ACCORDING TO THE FOLLOWING SPECIFICATIONS FOR TREE
REMOVAL.
~ ~ SPE~I~A~ONS
~E PROPOSED WORK SHALL BE SUBORDINATED TO ANY OPERATIONS WHICH THE
COUNTY MAY CONDUCT DURING THE PERMIT PERIOD AND SHALL BE COORDINATED
WITH THE WORK OF ~E COUNTY FORCES OR CONTRACTORS SO THAT THERE SHALL
BE NO DE~Y TO NOR INTERFERENCE WITH COUNTY OPERATIONS.
NO 'CHANGES SHALL BE ~DE IN THE EXISTING HIGHWAY DRAINAGE UNLESS
SPECIFICALLY AUTHORIZED BY THE DISTRICT ROAD SUPERINTENDENT.
ADEQUATE SIGNS, LIGHTS, FLAGMEN, AND BARRICADES SHALL BE PROVIDED TO
PROTECT TRAFFIC AT ALL TIMES. SAFETY DEVICES SHALL BE USED IN CONFOR-
~NCE WITH ATTACHED "SAFETY ORDERS".
NO EQUIPMENT O~ MATERIAL S~LL BE L~ATED ON THE TRAVELED WAY O~
IMPROVED SHOULDER DURING THE HOURS OF DARKNESS OR SATURDAY, SUNDAYS,
AND HOLIDAYS, EXCEPT WITH THE EXPLICIT APPROVAL OF THE DISTRICT ROAD
SUPERVISOR.
THE PERMITTEE SHALL PRESERVE THE HIGHWAY PAVEMENT FROM MARKING OR
OTHER DA~GE DUE TO HIS 0PERATIONS AND SHALL RESTORE AT NO COST TO THE
COUNTY, PAVED AREAS WHICH ARE SCARRED O~ OTHERWISE DAMAGED BY VEHICLES
OPERATING ON WORK UNDER HIS DIRECTION.
TREES SHALL BE REMOVED IN SECTIONS WHICH CAN BE ~NDLED SAFELY WITHOUT
INTERFERENCE OR HAZARD TO HIG~AY TRAFFI0. THE ENTIRE TREE AND STUMP
SHALL BE REMOVED AND DISPOSED OF SO ~AT NO DEBRIS REMAINS IN VI~
FROM THE HIGHWAY AND THE STUMP HOLE S~ BE BAC~IL~D AND THOROUGHLY
COMPACTED, ~LESS OTHERWISE SPECIFIED.
PEtITTEE AGREES TO INDEMNIFY COUNTY, ITS OFFICERS, AGENTS, AND
EMPLOYEES AGAINST AND HOLD ~EM FREE AND HARMLESS OF AND FROM ALL
CLAIMS AND LIABILITIES OF A~ KIND ARISING O~ OF, IN CONNECTION WITH
OR RESULTING FROM NEGLIGENCE ON PART OF PERMITTEE, ITS OFFICERS,
AGENTS, CONTRACTORS, AND EMPLOYEES IN CONNECTION WITH WORK UNDERTAKEN
UNDER THIS PERMIT, AND DEFEND COUNTY AND ITS OFFICERS, COMMISSIONS,
AGENTS AND EMPLOYEES FROM ANY SUITS OR ACTIONS AT L~ OH IN EQUITY FOR
D~AGES, AND PAY ALL COURT COSTS AND COUNSEL FEES.
ENVTRONMENTAL PUBLIC WORKS AGENCY P~g~ ! . ! , !' ,.:'
.
TRANSPORTA'i'hON DEPARTMENT "' ',
825 East Third Street ,2:2 ~I'~'~ECTION OFFICE
909/387-2890
Diet. ~ Map Road Name Type Account No.
3 15V2 1 -Z2 ~ASHZ~6TON DRZVg 12
E-52249
~F F~TA~ ~rmit Number
~rmittee ~
8353 ~ PERMITDATE SE~T. 15,1994
Address
-~0~TA~A, CA 92~35 PERMITSPIPES S~t. 15,1995
City State Zip
~mon in Charge of Field Work ~AYNg BR0~ 909/350-6636 STA~WORK S~I'. 15,1994
In accordance with your application dated SB~T. 8, , 19 94 , and subject to the provisions and requirements of
County Code NO. 51.011-51.059, tbe General Provisions printed on the reverse side of this permit and/or such Special PrOvisions as may
be attached hereto, PERMISSION IS HEREBY GRANTED TO excavate and/or encroach within County road right-of-way for the purpose
of performing the following work:
LOCATION OFWORK:~ASH~NG~ON DRZV~, BET~gg~ CYPRgSS AVgNUg AND 3UNZPgR AVg~gg, ZN THE ~ON~ANA
LEGAL DESC: APN -- -- LOT: BLOCK: TRACT:
7'CONSTRUCTION ITEMS:
CURB & DRAINAGE WALL
DRIVEWAY APPROACH SIDEWALK PAVING OTHER
GUTTER CONST. CONST..
Residential
Commercial
TOTAL LENGTH WIDTH OF FOOTAGE OF CONDUIT CONDUIT
EXCAVATION EXCAVATION PAVEMENT CUT MATERIAL SIZE UTIEITY DRAWING
800' 10' 800 ' VCP 8" 2315
~ DECK WALL F~E~OVAL
Work Guaranteed By: Resolution (~ Franchise ~'~ Bond F'~ Cash Deposit . 00
Amount
(SEE A~ACHED FO~ PERMIT CONDITIONS)
Th=s permit ~s to be stricUy construed and no work other than that specificBUy mentioned above ~s authorized her~y ~dormance of the work shall
~e ~eem~C ~o be acceptance by the permittee of al~ terms and conditions of th~s permit.
~PLICATION/ISSUANCE $ .00
CHARGE
CASH ~ TOTAL PERMIT FEE $ ~ 80. O0
Transpo~ation Depadment
DEPOSIT IN TRUST ~1~ $
PERMITEE
1. All trench backfill and pavement repairs shall be accomplished
to comply with attached Standard Trench Repair Specifications.
2. Upon completion of the work, all brush, timber, scraps and
material shall be entirely removed and the right-of-way left
in as presentable condition as before work started.
3. Compaction tests and Barber-Greene asphalt concrete cap
required in accordance with attached County Specifications.
4. Notify Inspection Section 24 hours prior to beginning work.
MAINTENANCE GUARANTEE
Under the provisions of San Bernardino County Code Section 51.0210
· adopted by the Board of Supervisors on September 17, 1979, the
highway surface excavated or damaged shall be replaced by the
permittee to as good or better condition as the same was in before
such work was begun and shall be maintained for the life of the
utility encroaching in the public road after the completion of the
work performed under the permit, during which life time period the
permittee shall repair and make good any injury or damage to any
portion of the highway which occurs as a result of work done under
the permit.
PROTECTION OF SURFACE AND UNDERGROUND FACILITIES
Permittee shall receive an inquiry identification number from
Underground Service Alert, telephone number 1-800-422-4133 prior
to performing any work authorized by this permit, including all
surface and underground excavation operations. Permit shall not
be valid until the inquiry identification number is received.
Underground Service Alert requires a minimum of 48 hours notice
prior to the beginning of work to verify the location and ties of
survey monuments, valve covers, meter boxes, manholes, handholes
and underground facilities.
Road Permit Section
Revised: October 7, 1986
SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT
SPECIFICATIONS FOR TRENCH REPAIR
GENERAL REQUIREMENTS
1. NOTIFICATION - The Permittee shall notify the County Transportation Department
before beginning work by mailing the enclosed orange Start Work Notice. In
addition, inspection requests shall be made at least 24 hours in advance. In
the event work is done without proper inspection, the Permittee may be required
to submit evidenc~ sufficient to satisfy the department that the work was
performed in accordance with County Standard Specifications.
2. COMPLETION NOTICE -'Permittee shall notify the County Transportation Department
by mailing the enclosed green Completion Notice. Requests for final inspection
shall be made at lease 24 hours in advance.
3. MAINTENANCE OF TRENCHES - Permit~ee shall perform continuing maintenance to
all trenches during course of pipeline construction and shall maintain the
trench for the life of the utility in accordance with County Code Section
51.0210.
4. MAINTENANCE OF UNDERGROUND FACILITIES - Permittee shall exercise reasonable
care to maintain any landscaping, trees, or tree root systems Within the road
right-of-way and to immediately repair and make good any injury to any portion
of said landscaping, trees, or tree root system which occurs as a result of
the work done under this permit.
5. MANHOLE ADJUSTMENTS - Manholes shall not be constructed to final grade until
final paving has been completed. In the mountain area when manholes are
adjusted to pavement grades, they shall be 1/2 to 3/4-inch below adjacent
pavement surface. In graded earth shoulders or earth flowline areas, asphalt
concrete shall be placed to a minimum 2 feet around the manhole and paved out
at 45 degrees to the edge of existing pavement.
6. SNOW REMOVAL - County will remove snow on all roads which are safe for the
operation of snow removal equipment. If conditions are such as to endanger
equipment (sunken trenches, irregular paving, or other hazards), County will
cease snow removal. Permittee and/or its contractor shall then be responsible
for removal of snow to the surface of the road for a minimum width of 20 feet.
7. CHANGES OR ADDITIONS TO PERMIT - The TransportatiOn Department reserves the
right to make any changes or additions to a permit after issuance if such
changes or additions are believed necessary for the protection of the roads,
or for the safety and convenience of the public.
8. FAILURE TO COMPLY WITH COUNTY SPECIFICATIONS - Should Permittee and/or its
Contractor fail to comply with any of the provisions of this permit, County
Transportation Department will notify Permittee in writing (or telephone in
emergency cases) to discontinue further excavations within County road
right-of-way until the discrepancy(ies) have been resolved to the satisfaction
of the County TranspOrtation Department. Failure to perform the work may
result in revocation of permits and/or the County may arrange for the work
and bill the Permittee for the costs.
Page 1
9. RELOCATION It is further agreed that if any part of the installation
interferes with the present use of roads by the general public, and needs
adjusting to match the grade of the roadway or is in conflict with future
County Road Improvement projects, it will be removed or telcoated as designated
by the County Transportation Department at the expense of the Permittee or his
successor in interest.
10. PRESERVATION OF PROPERTY - The permittee's legal relationship and
responsibilities shall be as specified in Section 7 of the Standard
Specifications of the State of California, in particular Section 7-1.11,
"Preservation of Property," and section 7.1-12 "Responsibility for Damage."
11. 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 permit,
or if the pavemerlt is marred, these portions of road be resurfaced over their
entire width.
12. CARE OF DRAINAGE STRUCTURES Any drainage structure incIuding 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, San
Bernardino County Transportation Department shall be notified prior to
comencement of this work. Drainage structures and open drains shall be kept
free of debris at all times for proper drainage.
13. 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.
t4. DE-WATER OPERATIONS If de-watering operations are required and pumps are
forcing water on San Bernardino County roads, it shall be the responsibility
of the permittee (contractor) to control this water and to provide barricades
and/or traffic control safety devices when necessary.
15. 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. Allow five
working days for processing the road closure request.
16. SURVEY MONUMENTS - Prior to excavation or beginning of construction, all
survey monuments whic~ 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. At the completion of construction, any monument that
was destroyed shall be replaced. A complete set of notes showing the ties to
Page 2
these monuments shall be furnished to the San Bernardino County Surveyor prior
to the removal of any monuments. All work shall be performed by a licensed
civil engineer or surveyor at the expense of the Permittee. This office and
the County Surveyor shall be notified upon completion of replacement of all
survey monuments for the proper project clearance.
17. ~AVE HARMLESS - Permittee agrees to indemnify County, its officers, agents,
and employees against and hold them free and harmless of and from all claims
and liabilities of any kind arising out of, in connection with, or resulting
from negligence on part of Permittee, its officers, agents, contractors, and
employees in connection with work undertaken under this permit and defend
County and its officers, connnissions, agents, and employees from any suits or
actions of law or in equity for damages, and pay all court costs and counsel
fees.
TRENCH REPAIR REQUIREMENTS
1. PAVEMENT CUT - Existing pavement to be removed shall be sawout to neat,
straight lines. Damaged pavement adjacent to the trench shall also be sawcut
and removed, in rectangular sections, beyond the limits of damage. If approved
by the Engineer, other outring methods may be used where existing pavement
conditions warrant.
2. BACKFILL - Backfill shall be in accordance with the current edition of the
Standard Specifications of the State of California except as follows:
A. COVER - There shall be at least 30" cover placed over all
underground installations.
B. RELATIVE COMPACTION - 90 percent minimum shall be required for
that portion of backfill which is more than 0.5 foot below the
grading plane for aggregate base or pavement. 95 percent
minimum will be required for backfill which is within 0.5 foot
of the grading plane for base or paving. 95 percent minimum
will also be required for Class 2 Aggregate Base. For failing
compaction tests, the entire area represented by that test
shall be reworked and ratested at a random location. (See
Section 3A).
C. SAND EQUIVALENT ~ The minimum sand equivalent of 20 for backfill
material is waived where mechanical compaction methods are used.
D. WATER DENSIFICATION - Water densifie~tion (Ponding and jetting)
of the upper 4 feet of backfill will not be allowed. At
greater depths, this method will be permitted when, as determined
by the Engineer, the backfill material is of such character
that it will be self-draining when compacted and the foundation
materials will not soften, or be otherwise damaged by the
applied water. This method will not be considered unless both
the backfill materials and foundation materials have a sand
equivalent of at least 20. Requests and reports of tests
representing foundation soils (and backfill material if imported)
will be required before this method can be considered.
E. BACKFILL MATERIAL - Native material will be allowed for backfill
provided compaction requirements can be achieved.
Page 3
3. TEST REPORTS - Tests shall be taken by a licensed engineer or testing laboratory
at random locations selected by the testing firm and/or the Transporation
Department. Test reports shall be submitted to the Transportation Department,
inspection Section. Compaction tests shall be in accordance with California
Tests No. 216, Sandcone, or No. 231, Nuclear (ASTM D-1556 and D-1557-70).
Sand Equivalent tests shall be in accordance with California Test No. 217.
Final acceptance of the permit shall not be given until test reports are
accepted and approved by the Transportation Department.
Frequency of Tests
A. Compaction Tests - 90% (95% for top 0.5' and Aggregate Base, if any)
1. Longitudinal Trenches - A complete series of compaction
tests shall be taken for each 4 foot thickness of backfill
placed. Each series shall consist of tests taken at
approximate maximum intervals of 400 feet. For layers
densified by ponding and jetting, all tests shall be
obtained near the surface of that layer. For layers
compacted by mechanical methods~ approximately half of the
tests shall be obtained near the surface of that layer
and the other half at mid-depth of that layer. "
2. Lateral Trenches - Compaction tests shall be taken on 50%
of the laterals, one test for each 4 feet of depth of the
lateral.
B. Sand Equivalent Tests - When water densification is requested, sand
equivalent tests shall be obtained at approximate maximum intervals
of 1000 feet representing foundation soils and backfill material if
different than native soils. Additional tests may be necessary to
define limits of material with sand equivalents greater or less than
20. Note: A sand equivalent of 20 or greater will not necessarily
be sufficient Justification to allow water densification. To avoid
delays and inconvenience to the public, approval to use water
densification must be obtained before beginning excavation.
4. BASE MATERIAL - Where base material has been removed, it shall be replaced
with Class II Aggregate Base to same thickness as that removed but not less
than 6 inches thick. (See Drawing No. 1). In lieu of base material, additional
asphalt concrete (hot mix) may be placed at the ratio of 1 inch additional per
2 inches aggregate base. If additional asphalt concrete is used, it shall be
placed in lifts not exceeding 0.25 foot (3") maximum thickness.
5. INITIAL PAVEMENT REPAIR - Tmmediately upon completion of backfill, but in no
case later than the fifth day following excavation, the Permittee shall cap
the compacted trench by one of the following methods:
A. TEMPORARY PAVEMENT REPAIR - A minimum of 2 inches of "cold mix"
asphalt shall be placed flush with existing pavement to provide a
smooth riding surface. This pavement shall be maintained on a
regular basis by placing additional material and maintaining as
required to provide a smooth ride. This pavement shall be removed
and the backfill ragfaded to the specified depth prior to the
placement of the permanent pavement repairs.
Page 4
B. BASE COURSE PAVING - After compaction of backfill and obtaining of
required ~ests, the trench shall be graded to provide the proper
thickness of asphalt. Existing pavement shall be cleaned and
tacked and asphalt concrete (Type B, AR 4000, 3/8" maximum, "Hot
Mix") shall be placed and compacted flush with existing pavement
adjacent to the trench. This pavement shall be maintained as
required to provide a smooth ride. This pavement may remain in
place at the time of permanent final paving repair.
All trenches shall be backfilled and pavement in place on Saturdays, Sundays
and Holidays in accordance with either Section A or B above.
6. FINISH PAVING - Where asphalt paving has been removed, permanent, finish
paving shall be replaced with a minimum, based-in, 3 inch thickness of Type B
AR4000 3/8 inch maximum hot mixed asphalt concrete within 30 days after
completion of backfill. (This time may be extended due to inclement weather
or seasonal weather unsuitable for paving operations. (See Drawing No. 1).
If temporary "cold mix" asphalt has been placed, it shall be removed and Base
Course Paving shall be placed in accordance with Section 5B above.
Finish paving shall be accomplished by a licensed contractor engaged in the
business of pavement repair in accordance with the following specifications:
A. FINISH PAVING OF LATERALS AND TRENCHES LESS THAN 300 FEET LONG -
Damaged or cracked pavement adjacent to the trench shall be sawcut
and removed in rectangular shapes. Existing pavement shall be
cleaned and a "tack coat" shall be uniformly applied and "squared"
up a minimum of one (1) foot beyond the limits of pavement removal.
Asphalt concrete shall be placed to provide a smooth riding surface.
Finished surface on lateral trench repairs shall not vary more than
.03' above or .01' below existing pavement grade and on longitudinal
trench repairs, the grade shall not vary more than .02' above nor
more than .01' below existing pavement. Compaction shall be by any
suitable means to provide uniform densification. (See Drawing
No. 1).
B. FINISH PAVING OF TRENCHES IN PAVED DRIVING LANES OVER 300 FEET IN
LENGTH OR MORE THAN SIX (6) LATERALS, TRENCHES AND/OR POT HOLES IN A
300 FOOT SECTION OF ROADWAY - Pavement shall be everlaid utilizing a
self-propelled vibrating screed paving machine (Barber-Greene or
equivalent) and hot-mixed asphalt concrete (Type B, AR4000, 3/8"
maximum). Area of overlay shall be cleaned and uniformly tack
coated. Asphalt concrete overlay must extend at least one foot (1')
laterally and five feet (5') longitudinally beyond edges of trench
excavation and/or pavement damaged by trenching. Asphalt concrete
overlay shall be placed parallel to the centerline and shall cover the
entire travel lane width but not less than 12 feet wide. Where the
trench crosses centerline, the asphalt concrete overlay shall extend
5 feet beyond and start 5 feet preceding the point where extreme
outer edges of trench crosses centerline. Asphalt concrete overlay
at minimum practical thickness (1 inch minimum) shall be placed to
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provide a dense and smooth riding surface. Compaction shall be
obtained by means of at least one (1) 2-axle steel wheeled roller
weighing not less than 8 tons unless otherwise permitted by the
engineer. (See Drawing No. 2).
EXCEPTION: If the pavement cut is in the paved shoulder of the
road, the pavement overlay may be placed for the width of the
shoulder only, provided the following conditions are met:
1. The overlay must extend at least 1 foot beyond the edges
of the trench excavation and/or pavement damaged by
trenching, and;
2.The resulting overlay shall not encroach into the traveled
way of the roadway.
3. Paving shall be placed by. equipment with a spreading
device approved by the Engineer.
7. OPEN GRADED PAVING -Where open graded paving has been removed, permanent open
graded asphalt concrete shall be replaced. as specified in Section 39, Standard'
Specifications, State of California, Department of Transportation, current
edition. Work of replacement of open graded asphalt concrete to be accomplished
by a licensed contractor engaged in the business of pavement repair.
8. BITUMINOUS SEAL 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 the issuance of this permit. The type of seal coat to be applied
shall be designated as medium. Seal coats shall be as specified in Section
ST, Standard Specifications, State of California, Department of Transportation,
current edition. Work of pavement repair to be accomplished by a licensed
contractor engaged in the business of pavement repair.
PUBLIC CONVENIENCE REQUIREMENTS
1. The Permittee shall conduct his operations so as to offer the least possible
obstruction and inconvenience to the public and he shall have under construction
no greater length or amount of work than he can prosecute properly with due
regard to the rights of the public.
2. Unless otherwise provided in the Special Provisions, all public traffic shall
be permitted to pass through the work with as little inconvenience and delay
as possible. Where possible, such traffic shall be routed on new or existing
paved surfaces.
3. Spillage resulting from hauling operations along or across any public traveled
way shall be removed in~nediately by the Permietee at his expense.
4. Construction operations shall be conducted in such a manner as to cause as
little inconvenience as possible to abutting property owners.
·
5. Convenient access to driveways, houses, and buildings along the line of the
work shall be maintained and temporary approaches to crossings or intersecting
highways shall be provided and kept in good condition. When the abutting
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property owner's aneess across the right-of-way line is to be eliminated or to
be replaced by other access, the property owner's access shall not be closed
until the replacement access facilities are usable.
5. Water or dust palliative shall be applied as required for the alleviation or
provenration of dust nuisance.
7. In order to expedite the passage of public traffic through or around the work,
the Permittee shall install signs, lights, flares, barricades, and other
facilities for the sole convenience and direction of public traffic. Also, the
Permittee shall furnish competent flagmen whose sole duties shall consist
of directing the movement of public traffic through or around the work.
PUBLIC SAFETY REQUIREMENTS
1. Whenever work is being performed adjacent to a lane carrying traffic, the edge
of lane or edge of pavement shall be delineated by placing temporary portable
delineators adjacent, thereto.
2. Whenever the Permittee's operations create a condition hazardous to traffic or
to the public, he shall, at his expense and without costs to the County,
furnish, erect, and maintain such fences, barriaades, lights, signs, and other
devices, and take such other protective measures as are necessary to prevent
accidents, damage, or injury to the public. The Permittee shall also furnish
such flagmen as are necessary to give adequate warning to traffic Or to the
= =
public of any dangerous conditions to be encountered.' Signs, lights, flags,
and other warning and safety devices shall conform to the requirements set
forth in the current "MANUAL OF TRAFFIC CONTROLS - Warning signs, Lights, and
Devices for the Use in Performance of Work Upon Highways", issued by the State
of California Department of Transportation. When construction results in only
one paved traffic lane being open to traffic, a minimum of two (2) flagmen,
with appropriate signs and protective equipment, shall be required to direct
traffic through the construction zone. In certain cases, pilot cars and/or
radio communication between flagmen may be required.
3. Should the Permittee appear to be neglectful in furnishing, installing, and
maintaining warning devices and taking protective measures as above provided,
the County may direct attention to the existence of a hazard and the necessary
warning devices shall be furnished, installed, and maintained and protective
measures taken by the Permittee at his expense. Should the County point out
the inadequacy of warning devices and protective measures, such action on the
part of the County shall not relieve the Permittee of his responsibility for
furnishing and maintaining any of the protective facilities heroinbefore
specified.
4. Roadside trees, shrubs, and other plants are not to be removed, unless removal
is noted on the plans. Should tree roots be severed, thereby weakening their
structure, the County may require trees to be removed, topped or trimmed
for safety purposes. Pole lines, fences, signs, markers, monuments, buildings,
structures, conduits, pipelines, sewer and water lines, all highway facilities,
and any other improvement or facilities within or adjacent to the highway,
under or above the ground, shall be protected from injury' or damage. If such
objects are injured or damaged by reason of Permittee's operations, they shall
be raplee ed or restored at Permittee's expense. The facilities shall be
Page
replaced or restored to a condition as good as when the Permittee entered upon
the work. The County may make or cause to be made such temporary repairs as
necessary to restore to service any damaged highway facility. The cost of such
repairs shall be borne by the Permittee and may be deducted from any monies on
deposit and/or the Permittee may be billed for any additional costs of repairs.
5. Where necessary for Public Safety and Convenience, Permittee shall, at his
expense, provide and maintain suitable drainage of the roadway and erect such
temporary struotu.res as are necessary. The suspension of the work from any
cause whatever, shall not relieve the Permittee of his responsibility to
provide for the safety and convenience of public traffic and local residents.
6. If Permittee fails to provide traffic controls and other safety devices, as
required for the protection of the traveling public, County will provide such
safety devices and charge any costs against Permittee~s cash deposit. Permittee
may also be billed for any additional costs for repairs or for providing
safety devices if costs exceed the amount of the cash deposit.
7. Emergency repairs: Permittee shall furnish names and telephone numbers of
persons to contact in case inkedlate repairs are needed. If a responsible
person is not available at this number, County may make immediate repairs and
deduct the costs from the cash deposit.
* 8. Should any traffic striping and/or pavement markings be damaged or removed by
reason of Permittees operations, they shall be restored or replaced at
Permittee's expense. Traffic stripes and/or pavement markings shall be
restored or replaced by application of thermoplastic material. Under certain
situations traffic stripes and/or pavement markings may be restored or replaced
with retroreflective paint with the prior approval of the Permit Engineer.