Attachment 2 - Project Plans and Specifications — Camarillo City Council, December 11, 2024 (part 3 of 3)

Quality Assurance
Program Appendix H
F:\Departments\Public Works\Capital Projects\Reference\Misc Info - Federal\QAP\Archive\2020\2020 Quality Assurance Program (QAP).doc

3. Laboratory and Testing Equipment – The materials laboratory shall only use laboratory and testing equipment that is in good working order. All such equipment shall be calibrated at lea st once each year. All testing equipment must be calibrated by impartial means using devices of accuracy traceable to the National Institute of Standards and Technology. A decal shall be firmly affixed to each piece of equipment showing the date of the las t calibration. All testing equipment calibration decals shall be checked as part of the IAP.

ACCEPTANCE TESTING (AT)
AT will be performed by a materials laboratory certified to perform the required tests. The tests results will be used to ens ure that all materials incorporated into the project are in compliance with the contract specifications.

Testing methods will be in accordance with the CT Methods or a national recognized standard (i.e., AASHTO, ASTM, etc.) as specified in the contract specifications.

Sample locations and frequencies may be in accordance with the contract specifications. If not so specified in the contract specifications, samples shall be taken at the locations and frequencies as shown in Attachment #1 (Appendix D, “Acceptance Sampling and Testing Frequencies” of the QAP Manual).

INDEPENDENT ASSURANCE PROGRAM (IAP)
IAP shall be provided by personnel from Caltrans, the Agency’s certified materials laboratory, or consultant’s certified materials laboratory. IAP will be used to verify th at sampling and testing procedures are being performed properly and that all testing equipment is in good condition and properly calibrated.

IAP personnel shall be certified in all required testing procedures, as part of IAP, and shall not be involved in a ny aspect of AT. IAP shall be performed on every type of materials test required for the project. All other types of IAP shall be witness tests.

Poor correlation between acceptance tester’s results and other test results may indicate probable deficiencie s with the acceptance sampling and testing procedures. In cases of unresolved discrepancies, a complete review of AT shall be performed by IAP personnel, or an independent materials laboratory chosen by the Agency. IAP samples and tests are not to be used for determining compliance with contract require ments. Compliance with contract requirements is determined only by AT.

REPORTING ACCEPTANCE TESTING RESULTS
The following are time periods for reporting material test results to the Resident Engineer:
• When the aggregate is sampled at material plants, test results for Sieve Analysis, Sand Equivalent and Cleanness Value should be submitted to the Resident Engineer within 24 hours after sampling. • When materials are sampled at the job site, test results for co mpaction and maximum density should be submitted to the Resident Engineer within 24 hours after sampling.
• When soils and aggregates are sampled at the job site:
(1) Test results for Sieve Analysis, Sand Equivalent and Cleanness Value should be submitted to the Resident Engineer within 72 hours after sampling.
(2) Test results for “R” Value and asphalt concrete extraction should be submitted to the Resident Engineer within 96 hours after sampling.

When sampling products such as Portland Cement Concrete (PCC), cement -treated base (CTB), hot mix asphalt (HMA), and other such materials; the time of such sampling shall be varied with respect to the time of the day insofar as possible, in o rder to avoid a predictable sampling routine. The reporting of AT results, if not p erformed by the Resident Engineer’s staff, shall be done on an expedited basis such as by fax or telephone.

TESTING OF MANUFACTURED MATERIALS
During the Design phase of the project, the Project Engineer may submit a “Source Inspection Request” see Attachment#2 (Exhibit 16 -V of the LAPM) to the Agency, consultant, or Caltrans for inspection and testing of manufactured and prefabricated materials by their materials laboratory. A list of materials that can be typically accepted on the basis of certificates of compliance during construction is found in Attachment #3 (Appendix F of the QAP Manual). All certificates of City of Camarillo

Page 3 of 3 ends

Quality Assurance Program
Appendix H
compliance shall conform to the requirements of the contract specifications, for examples see Attachment #4 (Appendix J of the QAP Manual).

Should the Agency request Caltrans to conduct the source inspection, and the request is accepted, all sampling, testing, and acceptance of manufactured and prefabricated materials will be performed by Caltrans' Office of Materials Engineering and Testing Services.

For Federal-aid projects on the National Highway System (NHS), Caltrans may assist in certifying the materials laboratory, and the acceptance samplers and testers. For Federal-aid projects off the NHS, Caltrans may be able to assist in certifying the materials laboratory, and the acceptance samplers and testers.

PROJECT CERTIFICATION
Upon completion of a Federal-aid project, a "Materials Certificate" shall be completed by the Resident Engineer. The Agency shall include a "Materials Certificate" in the Report of Expenditures submitted to the Caltrans District Director, Attention:

District Local Assistance Engineer. A copy of the "Materials Certificate" shall also be included in the Agency's construction records. The Resident Engineer in charge of the construction function for the Agency shall sign the certificate. All materials incorporated into the work which did not confom1 to specifications must be explained and justified on the "Materials Certification", including changes by virtue of contract change orders. See Attachment # 5 for an example {Appendix K of the QAP Manual).

RECORDS
All material records of samples and tests, material releases and certificates of compliance for the construction project shal I be incorporated into the Resident Engineer's project file. If a Federal-aid project:
• The files shall be organized as described in Section 16.8 "Project Files" of the Local Assistance Procedures Manual. • It is recommended that the complete project file be available at a single location for inspection by Caltrans and Federal Highway Administration (FHW A) personnel.
• The project files shall be available for at least three years following the date of final project voucher. • The use ofa "Log Summary," as shown in Appendix Hof the QAP Manual, facilitates reviews of material sampling and testing by Caltrans and FHWA, and assists the Resident Engineer in tracking the frequency of testing.

When two or more projects are being furnished identical materials simultaneously from the same plant, it is not necessary to take separate samples or perform separate tests for each project; however, copies of the test reports are to be provided for each of the projects to complete the records.

APPROVED BY: �- ---yJ_.
(Signature)
NAME: Naftalia Tucker DATE: 6/z-3/w
TITLE: Assistant Director/City Engineer
C:\Users ltran\Di..-sktop Work Foldcr-OAP,20.'.!0 Quality A�rJnce Program (OAP) docx City of Camarillo
(City/ County of (name)
C50878 hltd 9/30/2021
(CE# and lixpiration Date)
List of Attachment:

A – Example of a Laboratory Accreditation Letter
B – Example of a Certificate of Proficiency
D – Testing Frequencies
F – Construction Material Accepted By Certificate Of Compliance G – Example of an Acceptance Testing Record
H – Example of a Log Summary Sheet
J.1 – Example of a Vendor’s Certificate of Compliance
J.2 – Example of a Certificate of Compliance for Portland Cement K – Examples of a Materials Certification/Exceptions

APPENDIX A
1 APPENDIX B
2 Appendix D - Acceptance Sampling and Testing Frequencies.

Note: It may be desirable to sample and store some materials. If warranted, testing can be performed at a later date.

Portland Cement (Hydraulic Cement)

Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Methods
Description or Comments
Cement/fly ash
(Sampling only)
8-lb. sample If possible, take a least one sample per job, even if the material is accepted based on a
Certificate of Compliance or at Engineer
discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM D75,
C494
CT 125
AASHTO
T127,
M85, M295
Standard for sampling hydraulic cement or
fly ash.

Cement
(Testing Only)
8-lb. sample If the product is accepted based on a
Certificate of Compliance, testing is not
required. If the product is not accepted using
a Certificate of Compliance, test at least once
per job or at Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM C109
CT 515
AASHTO T106
If testing appears warranted, fabricate six
2-in. mortar cubes using the Portland (or
hydraulic cement). Test for compressive
strength.

3 Appendix D (continued)

Portland Cement Concrete (Hydraulic Cement Concrete)

Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Methods
Description or Comments
Aggregate for
Hydraulic Cement
Concrete
(Sampling &
Testing)
50-lb. sample Take one aggregate sample for each 1000 cu. yd. of PCC/HCC concrete. Test at least one
sample per job or at Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM D75
CT 125
AASHTO M6,
T2,
M80
Sample aggregate from belt or
hopper (random basis).

Water
(Sampling &
Testing)
Take a two-quart
sample using a clean
plastic jug (with
lining) and sealed
lid. Sample at the
point of use.

If the water is clean with no record of
chlorides or sulfates greater than 1%, no
testing is required. If the water is dirty do not
use it. Test only when the chloride or sulfates
are suspected to be greater than l% or at
Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

CT 405,
CT 422,
CT 417
AASHTO R23
If testing appears warranted,
test for chlorides and sulfates.

Air Entraining
Admixtures
(Sampling &
Testing)
Take a one-quart
sample using a clean,
lined can or plastic
bottle, if liquid. If
powder, take a 2.5
lb. sample.

If the product is accepted based on a
Certificate of Compliance, testing is not
required. Take one sample per job. Prior to
sampling, check with Caltrans (METS) for
acceptable brands and dosage rates or at
Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM C233
AASHTO
M154,
Tl57, C260
If testing appears warranted, test
for sulfates and chlorides
Admixtures with sulfates and
chlorides greater than 1 % should
not be used.
4 Appendix D (continued)

Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Methods
Description or Comments
Water Reducers or Set
Retarders
(Sampling &
Testing)
If liquid, take a 1- qt.
sample using a clean
plastic can. If powder,
take a 2.5 lb. sample.

If the product is accepted based on a Certificate
of Compliance, no testing is required. If not, test
once per job. Prior to using this product, please
check with Caltrans (METS) for acceptable
brands and dosage rates or at Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM C494
AASHTO M194
If testing appears warranted, test for
sulfates and chlorides. Admixtures with
sulfates and chlorides greater than I%
should not be used.

Freshly-Mixed Concrete
(Sampling)
Approx. l 50lb. (or l cu.
ft.) near mixer discharge.

When tests are required, take at least one sample
for each 500 to 1000 cu. yd. of PCC/HCC or at
Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM Cl72,
C685,
CT 539
AASHTO Tl41,
M157
This describes a method to sample freshly-
mixed concrete.

Freshly-Mixed
Concrete
(Testing)
Approx. 150 lb/ (or 1
cu. ft.) near mixer
discharge.

On projects with 500 cu. yd., or more, test at
least one sample per job or at Engineer
discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM C143
AASHTO Tl19
This test determines the slump of
the freshly-mixed concrete.

Freshly-Mixed
Concrete
(Testing)
Approx. 150 lb/ (or 1
cu. ft.) near mixer
discharge
On projects with 500 cu. yd., or more, test at
least one sample per job. Add slump test
method or at Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM C360
CT 533
This test determines the ball
penetration of the freshly-
mixed concrete.
5 Appendix D (continued)

Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Methods
Description or Comments
Freshly-Mixed
· Concrete
(Testing)
Approx. 150 lb/ (or 1
cu. ft.) near mixer
discharge
On projects with 500 cu. yd., or more, test
at least one sample per job or at Engineer
discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM C23 l
CT 504
AASHTO Tl52
This test determines the air content
of freshly-mixed concrete (pressure
method).

Freshly-Mixed
Concrete
(Testing)
Approx. 150 lb/ (or 1
cu. ft.) near mixer
discharge
On projects with 500 cu. yd., or more, test
at least one sample per job or at Engineer
discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM Cl38
CT 518
AASHTO Tl21
This test determines the unit weight
of freshly mixed concrete.

Freshly-Mixed
Concrete
(Testing)
Approx. 150 lb/ (or 1
cu. ft.) near mixer
discharge
Fabricate at least two concrete cylinders per
project. Test for compressive strength at least
once for each 500 to 1,000 cu. yd. of structural
concrete or at Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM C39
CT 521
AASHTO T22
This test is used to fabricate 6" x 12"
concrete cylinders. Compressive
strengths are determined, when
needed.

Freshly-Mixed
Concrete
(Testing)
Approximately 210
lb. of concrete are
needed to fabricate
three concrete beams.

One sample set for every 500 to l000 cu. yd. of
concrete or at Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM C78
CT 31
AASHTO T97
&
T23
This test is used to determine the
flexural strength of simple
concrete beams in third-point
loading
6 Appendix D (continued)

Soils and Aggregates

Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Method
Description or Comments
Aggregate
(Sampling)
One 50-lb. sample Take one sample for every 500 to 1,000 tons of materials. Test at least one sample per project or
at Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial test
results.

ASTM D75
CT 125
AASHTO T2
This test describes the
procedures to sample aggregate
from the belt or hopper
(random basis).

Fine Aggregates
(Testing)
One 50-lb. sample Take one sample for every 500 to 1,000 tons of materials. Test at least one sample per project or
at Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial test
results.

ASTM C128
CT 208
AASHTO T84
This test determines the apparent
specific gravity of fine aggregates for
bituminous mixes, cement treated
bases and aggregate bases.

Fine Aggregates
(Testing)
One 50-lb. sample Take one sample for every 500 to 1,000 tons of materials. Test at least one sample per project or
at Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial test
results.

If initial testing of materials indicates satisfactory
results per project specifications, the Resident
Engineer may reduce the test frequency based on
project duration and total quantity per project
ASTM C128
CT 207
AASHTO T84
This test determines the bulk
specific gravity (SSD) and the
absorption of material passing
the No. 4 sieve.
7 Appendix D (continued)

Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Method
Description or Comments
Coarse Aggregate
(Testing)
One 50-lb. sample Take one sample for every 500 to 1,000 tons of materials. Test at least one sample per
project or at Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

CT 206 This test determines the
cleanness of coarse aggregate.

Soils and Aggregates
(Testing)
One 50-lb. sample Take one sample for every 500 to 1,000 tons of materials. Test at least one sample per project
or at Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM C136
CT 202
AASHTO T27
This test determines the gradation
of soils and aggregates by sieve
analysis.

Soils and Aggregates
(Testing)
One 50-lb. sample Take one sample for every 500 to 1,000 tons of materials. Test at least one sample per project
or at Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM D2419
CT 217
AASHTO T176
This test determines the Sand
Equivalent of soils and
aggregates.
8 Appendix D (continued)

Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Method
Description or Comments
Soils and Aggregates
(Testing)
One 50-lb. sample Take one sample for every 500 to 1,000 tons of materials. Test at least one sample per project or
at Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial test
results.

ASTM C117
AASHTO Tl1
This test determines the gradation for
materials finer that the No.200 sieve
(by washing method).

Soils and Aggregates
(Testing)
One 50-lb. sample Take one sample for every 500 to 1,000 tons of materials. Test at least one sample per project or
at Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial test
results.

ASTM D3744
CT 229
AASHTO T210
This test determines the
Durability Index of soils and
aggregates.

Soils and Aggregates
(Testing)
One 50lb. sample Take one sample for every 500 to 1,000 tons of materials. Test at least one sample per project or
at Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial test
results.

ASTM D2844
CT 301
AASHTO T190
This test determines the
Resistance Value (R-) and
expansion pressure of compacted
materials.
9 Appendix D (continued)

Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Method
Description or Comments
Soils and
Aggregates
(Testing)
One random
location for
every 2,500 sq. ft.

Take one sample for every 500 to 1,000 tons of
materials. Test at least one sample per project or
at Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial test
results.

ASTM D2922
CT 231
AASHTO T238
This test determines field densities
using the nuclear gage.

Soils and
Aggregates
(Testing)
One random
location for
every 2,500 sq. ft.

Take one sample for every 500 to 1,000 tons of
materials. Test at least one sample per project.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial test
results.

ASTM D3017
CT 231
AASHTO T239
This test determines the water content
using the nuclear gage.

Asphalt Binder

Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Method
Description or Comments
Asphalt Binder
(Sampling)
One 0.5-gal. sample
placed in a clean,
sealed can.

Sample once per job at the asphalt concrete plant or at Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial test
results.

CT 125
ASTM D 979
AASHTO
T168,
T48
This procedure describes the proper
method to sample the asphalt binder.

10 Appendix D (continued)

Asphalt Emulsified
Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Method
Description or Comments
Emulsified Asphalt
(Sampling)
One 0.5-gal. sample
placed in a clean,
sealed can.

Obtain one sample at the asphalt concrete
plant for each 1,000 tons of asphalt concrete
placed.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM D140
D979
CT 125
AASHTO T40
T168
This test describes the procedure to
sample the emulsified asphalt.

Emulsified Asphalt
(Testing)
One 0.5-gal. sample
placed in a clean,
sealed can.

Obtain one sample at the asphalt concrete
plant for each 1,000 tons of asphalt concrete
placed.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM D244
AASHTO T59

This test determines the sieve
retention of the emulsified asphalt.

Emulsified Asphalt
(Testing)
One 0.5-gal. sample
placed in a clean,
sealed can.

Obtain one sample at the asphalt concrete
plant for each 1,000 tons of asphalt concrete
placed.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM D244
AASHTO T59

This test determines the weight per
gallon of the emulsified asphalt.
11 Appendix D (continued)

Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Method
Description or Comments
Emulsified Asphalt
(Testing)
One 0.5-gal. sample
placed in a clean,
sealed can.

Obtain one sample at the asphalt concrete plant
for each 1,000 tons of asphalt concrete placed.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM D244
AASHTO T59

This test determines the penetration
of the emulsified asphalt.

Emulsified Asphalt
(Testing)
One 0.5-gal. sample
placed in a clean,
sealed can.

Obtain one sample at the asphalt concrete
plant for each 1,000 tons of asphalt concrete
placed.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM D244
CT 330
AASHTO T59

This test determines the residue @
325 degrees F evaporation of the
emulsified asphalt.

Emulsified Asphalt
(Testing)
One 0.5-gal. sample
placed in a clean,
sealed can.

Obtain one sample at the asphalt concrete
plant for each 1,000 tons of asphalt concrete
placed.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM D4402
AASHTO T201

This test determines the Brookfield
viscosity.

Emulsified Asphalt
(Testing)
One 0.5-gal. sample
placed in a clean,
sealed can.

Obtain one sample at the asphalt concrete
plant for each 1,000 tons of asphalt concrete
placed.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM D88
AASHTO T72

This test determines the Sayblot-
Furol viscosity of emulsified asphalt
@ 77 degrees F (seconds).
12 Appendix D (continued)

Hot Mix Asphalt (Asphalt Concrete) –Concrete

Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Method
Description or Comments
Asphalt Concrete
(Sampling) Obtain one 30-lb.
sample each day of
production
Obtain one sample at the asphalt concrete plant for
each 5,000 tons of asphalt concrete placed or at
Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial test
results.

ASTM D75,
D140
D979
CT 125
AASHTO T 40
T168
This t e s t d e s c r i b e s the procedure to sample
the asphalt concrete.

Asphalt Concrete
(Testing)
4” x 8” Cores Take on 4” x 8” core for every 500 ft of paved roadway.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial test
results.

ASTM D1188
D1560, D1561
D5361
CT 304
AASHTO T246,
T247
This test determines the field density of
street samples.

Asphalt Concrete
(Testing)
Obtain one 30-lb.
sample each day of
production
Obtain one sample for every five cores taken.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM D1188
D1560, D1561
D5361
CT 304
AASHTO T246,
T247
This test determines the laboratory
density and relative compaction of
asphalt concrete.

Asphalt Concrete
(Testing)
4” x 8” Cores Obtain one sample for every five cores taken.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial test
results.

ASTM D2726,
D1188, D5361
This test determines the specific
gravity of compacted bituminous
mixture dense-graded or non-
absorptive.
13 Appendix D (continued)

Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Method
Description or Comments
Asphalt Concrete
(Testing)
Obtain one 30-lb.
sample each day of
production
One test per project/mix design or at Engineers
discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial test
results.

CTM 309
CTM 125
This test determines the theoretical
specific gravity (aka Rice Specific
Gravity) and density of uncompacted
hot mix asphalt (HMA )
Asphalt Concrete
(Testing)
One 30-lb sample Obtain one sample for every 1,000 tons of asphalt concrete or at Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial test
results.

ASTM Cl 1 7,
D2172 (use
Method B)
AASHTO T164
This test determines the screen
analysis of aggregates recovered from
asphalt materials.

Asphalt Concrete
(Testing)
Sample any
test location
(random basis)
Obtain one sample for every 1,000 tons of asphalt
concrete or at Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM D2950
CT 375
This test determines the nuclear field
density of in-place asphalt concrete.
14 Appendix D (continued)

Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Method
Description or Comments
Asphalt Concrete
(Testing)
One 10-lb sample Obtain one sample during every day of
production or at Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM D1560,
Dl 561
CT 366
AASHTO T246,
T247
TIJ.is test determines the stability value of
asphalt concrete.

Slurry Seals
(Sample)
One 0.5 gal. sample
in a clean, dry plastic
container.

Obtain one sample per truck or at Engineer
discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM D979
CT 125
AASHTO T 40,
T168
This test describes the procedure for
sampling the slurry seal.

Aggregate for Slurry
Seals
(Testing)
One 30-lb. sample Obtain at least one sample per project from the belt or hopper or stockpile and test for
Sand Equivalent or at Engineer discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM D2419
CT 217
AASHTO Tl 76
This test determines the Sand Equivalent
of aggregates.
15 Appendix D (continued)

14 Slurry Seals

Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Method
Description or Comments
Aggregate for
Slurry Seals
(Testing)
One 30-lb. sample Obtain at least one sample per project from the belt, hopper, or stockpile and test for
sieve analysis of fine sand or at Engineer
discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM C117
AASHTO Tl1
This test determines the sieve
analysis of fine sand (gradation
of materials finer than No. 200
sieve by wash grading).

Slurry Seals
(Testing)
One 0.5 gal.
sample in a clean,
dry plastic
container.

Test one sample per project and test
for Abrasion or at Engineer
discretion.

Testing frequency may be adjusted by Resident
Engineer pending review of satisfactory initial
test results.

ASTM D3910 This test determines the Wet Track
Abrasion Test (2) (WTAT).

16 Appendix D (continued)

Steel
Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Method
Description or Comments
Steel Strand
(Testing)
Sample strand at
various sizes.

This item may be accepted using a
Certificate of Compliance. Sample and
test at least two steel strands per job when
a Certificate of Compliance is not used or
at Engineer discretion.

Testing frequency may be adjusted by
Resident Engineer pending review of
satisfactory initial test results.

ASTM A370,
A416, E328
AASHTO
T244
This test determines the tensile
strength of uncoated seven-
wire stress-relieved strand for
pre- stressed concrete.

Steel Rebar
(Testing)
Sample rebar at
various sizes.

This item may be accepted using a
Certificate of Compliance. Sample and
test at least two steel rebar per job when
a Certificate of Compliance is not used or
at Engineer discretion.

Testing frequency may be adjusted by
Resident Engineer pending review of
satisfactory initial test results.

ASTM A615,
A370
AASHTO
T244
This test determines the steel
reinforcement bar tensile
strength and bend capability.

17 APPENDIX F ‐ Construction Material Accepted By Certificate Of Compliance

Lot numbers shall be identified on the certificate for material s that are previously manufactured. Such materials shipped to the project shall have identifying lot num bers on documentation with the shipment such that correspondence can be easily established. Records est ablishing proper correspondence must be maintained for project construction files.

Certificates of Compliance will be accepted in lieu of testing for the following manufactured materials:

• Portland Cement, Mineral Admixtures, and Chemical Admixtures • Concrete Fine Aggregate (Sand Equivalent)
• Concrete Coarse Aggregate (Cleanness Value)
• Minor Concrete (less than 3,000 psi 28-day compressive strength) • Asphalt (oil)
• Liquid Asphalt
• Asphaltic Emulsions
• Hot Mix Asphalt (Quantities Less than 10 tons)
• Crumb Rubber Modifier
• Soil Amendment
• Fiber
• Mulch
• Stabilizing Emulsion
• Plastic Pipe
• Lime
• Reinforcing Steel
• Structural Timber and Lumber
• Treated Timber and Lumber
• Timber and Lumber
• Culvert and Drainage Pipe Joints
• Reinforced Concrete Pipe
• Corrugated Steel Pipe and Corrugated Steel Pipe Arches • Structural Metal Plate Pipe Arches and Pipe Arches
• Perforated Steel Pipe
• Polyvinyl Chloride Pipe and Polyethylene Tubing
• Steel Entrance Tapers, Pipe Down drains, Reducers, Coupling Bands and Slip Joints • Aluminum Pipe (Entrance Tapers, Arches, Pipe Down drains, Reducers, Coupling Bands and Slip Joints) • Metal Target Plates
• Electrical Conductors
• Electrical Components
• Waterstop
• Striping Materials

18 APPENDIX G
19 APPENDIX H
20 APPENDIX H
21 5050 Clark Avenue, Lakewood, CA 90712 (562) 866-9771 Fax (562) 866-0505 www.lakewoodcity.org Email: [email protected] APPENDIX J.1
22 APPENDIX J.2
23 APPENDIX K
24 229-0-020-145
229-0-020-155
230-0-052-150

CITY BOUNDARY

CITY BOUNDARY
229-0-030-105

CITY BOUNDARY
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124

DEPARTMENT OF PUBLIC WORKS

CITY OF CAMARILLO

PLEASANT VALLEY ROAD
E 5TH STREET
U.P.R.R.

SOUTHFIELD
ROAD

LAS POSAS ROAD

TITLE SHEET
T-1
1 SHEET #: SHEET INDEX: SHEET NO.: SHEET NAME:

PLEASANT VALLEY ROAD

PLEASANT VALLEY ROAD
MATCHLINE - STA 30+00

SEE BELOW LEFT
MATCHLINE - STA 60+00

SEE BELOW LEFT
MATCHLINE - STA 30+00

SEE ABOVE RIGHT
MATCHLINE - STA 60+00

SEE ABOVE RIGHT
C-18066
SR-34

L-1 L-2 L-3 L-4 L-5
L-6 L-6
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BIKE LANES
39 103124
APPLICABLE 2018 CALTRANS STANDARD PLANS

GENERAL NOTES, ABBREVIATIONS, AND

LEGENDS
G-1

GENERAL NOTES ABBREVIATIONS LEGEND

PLEASANT VALLEY ROAD
E 5TH STREET
U.P.R.R.

SOUTHFIELD ROAD

LAS POSAS ROAD

CONTROL FOR DESIGN AND CONSTRUCTION
2 CONSTRUCTION CENTERLINE
C-18067

TYPICAL PAVEMENT SECTIONS EXISTING STRUCTURAL SECTIONS
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PLEASANT VALLEY ROAD

BIKE LANES
39 1031

TYPICAL SECTIONS

PLEASANT VALLEY ROAD

GENERAL NOTES

PLEASANT VALLEY ROAD
X-1
3 C-18068

PLEASANT VALLEY ROAD

LAS POSAS
ROAD

PLEASANT VALLEY ROAD
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124

GENERAL NOTES DEMOLITION NOTES LEGEND
MATCHLINE - SEE BELOWMATCHLINE - SEE SHEET DM-2

MATCHLINE - SEE SHEET ABOVE
NORTH

DEMOLITION AND UTILITY
DM-1
4 C-18069

PLEASANT VALLEY ROAD

PLEASANT VALLEY ROAD
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124

GENERAL NOTES DEMOLITION NOTES

MATCHLINE - SEE SHEET BELOW
MATCHLINE - SEE SHEET DM-1
MATCHLINE - SEE SHEET DM-3

MATCHLINE - SEE SHEET ABOVE
NORTH

DEMOLITION AND UTILITY
DM-2
5 LEGEND
C-18069A

PLEASANT VALLEY ROAD

SOUTHFIELD
ROAD

PLEASANT VALLEY ROAD
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124

DEMOLITION NOTES

MATCHLINE - SEE SHEET BELOW
MATCHLINE - SEE SHEET DM-2MATCHLINE - SEE SHEET ABOVE

GENERAL NOTES
LEGEND
NORTH

DEMOLITION AND UTILITY
DM-3
6 C-18069B

PLEASANT VALLEY ROAD

LAS POSAS
ROAD
60 64
68 72
76 80
84 88
92 96
60 64
68 72
76 80
84 88
92 96
0 1 2 3 4 5 6 7 8 9 10
MATCHLINE - SEE SHEET L-2
7 Know what'sbelow.
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124

PLAN AND PROFILE
L-1
NORTH

GENERAL NOTES LEGEND CONSTRUCTION NOTES
C-18070
0'

GRAPHIC SCALE
0'40' 40'
HORIZ: 1"=40'
VERT: 1"=1'

PLEASANT VALLEY ROAD
68 72
76 80
84 88
92 68
72 76
80 84
88 92
11 12 13 14 15 16 17 18 19 20 21 22 23
MATCHLINE - SEE SHEET L-3
MATCHLINE - SEE SHEET L-1
NORTH
8 Know what'sbelow.
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124

CONSTRUCTION NOTES

PLAN AND PROFILE
L-2

GENERAL NOTES
LEGEND
C-18071
0'

GRAPHIC SCALE
0'40' 40'
HORIZ: 1"=40'
VERT: 1"=1'

PLEASANT VALLEY ROAD
68 72
76 80
84 88
92 96
100
68 72
76 80
84 88
92 96
100
24 25 26 27 28 29 30 31 32 33 34 35 36
MATCHLINE - SEE SHEET L-4
MATCHLINE - SEE SHEET L-2
NORTH

PLAN AND PROFILE
L-3
9 PLAN AND PROFILE
L-3
9 Know what'sbelow.
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124

CONSTRUCTION NOTESGENERAL NOTES
C-18072
LEGEND
0'

GRAPHIC SCALE
0'40' 40'
HORIZ: 1"=40'
VERT: 1"=1'

PLEASANT VALLEY ROAD
74 76
80 84
88 92
96 100
104
108
112
74 76
80 84
88 92
96 100
104
108
112
36 37 38 39 40 41 42 43 44 45 46 47 48
MATCHLINE - SEE SHEET L-5
MATCHLINE - SEE SHEET L-3
NORTH

PLAN AND PROFILE
L-4
10 PLAN AND PROFILE
L-4
10 Know what'sbelow.
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124

CONSTRUCTION NOTESGENERAL NOTES

LEGENDLEGEND
C-18073
0'

GRAPHIC SCALE
0'40' 40'
HORIZ: 1"=40'
VERT: 1"=1'

PLEASANT VALLEY ROAD
80 84
88 92
96 100
104
108
112
116
80 84
88 92
96 100
104
108
112
116
49 50 51 52 53 54 55 56 57 58 59 60 61
MATCHLINE - SEE SHEET L-6
MATCHLINE - SEE SHEET L-4
NORTH

PLAN AND PROFILE
L-5
11 PLAN AND PROFILE
L-5
11 Know what'sbelow.
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124

CONSTRUCTION NOTES
NORTH
C-18074

GENERAL NOTES

LEGENDLEGEND
0'

GRAPHIC SCALE
0'40' 40'
HORIZ: 1"=40'
VERT: 1"=1'

PLEASANT VALLEY ROAD

SOUTHFIELD
ROAD
88 92
96 100
104
108
112
116
120
88 92
96 100
104
108
112
116
120
62 63 64 65 66 67 68 69 70 71 72 73

PLEASANT VALLEY ROAD
MATCHLINE - SEE SHEET L-5
NORTH

PLAN AND PROFILE
L-6
12 PLAN AND PROFILE
L-6
12 Know what'sbelow.
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124

CONSTRUCTION NOTES

MATCHLINE - SEE BELOW

MATCHLINE - SEE ABOVE
C-18075

GENERAL NOTES

LEGENDLEGEND
0'

GRAPHIC SCALE
0'40' 40'
HORIZ: 1"=40'
VERT: 1"=1'
66 68
72 76
80 66
68 72
76 80
0 0
72 76
80 72
76 80
0 0

NORTHGENERAL NOTES
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124
0'

GRAPHIC SCALE
0'5' 5'
HORIZ: 1"=5'
VERT: 1"=5'

DRIVEWAY PROFILE

CONSTRUCTION DETAIL DRIVEWAY PLAN
CD-1
13 DRIVEWAY PLAN

DRIVEWAY PROFILE

DRIVEWAY PLAN
0'

GRAPHIC SCALE
0'5' 5'
HORIZ: 1"=5'
VERT: 1"=5'
C-18076
76 80
84 76
80 84
0 0
86 88
92 96
86 88
92 96
0 0
NORTH
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124

DRIVEWAY PROFILE

CONSTRUCTION DETAIL DRIVEWAY PLAN
CD-2
14 DRIVEWAY PLAN

DRIVEWAY PROFILE

DRIVEWAY PLAN
0'

GRAPHIC SCALE
0'5' 5'
HORIZ: 1"=5'
VERT: 1"=5'
0'

GRAPHIC SCALE
0'5' 5'
HORIZ: 1"=5'
VERT: 1"=5'

GENERAL NOTES
C-18077
86 88
92 96
86 88
92 96
0 0
88 92
96 88
92 96
0 0
NORTH
Know what'sbelow.
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124

CONSTRUCTION DETAIL DRIVEWAY PLAN
CD-3
15 DRIVEWAY PROFILE DRIVEWAY PROFILE

DRIVEWAY PLAN DRIVEWAY PLAN
0'

GRAPHIC SCALE
0'5' 5'
HORIZ: 1"=5'
VERT: 1"=5'
0'

GRAPHIC SCALE
0'5' 5'
HORIZ: 1"=5'
VERT: 1"=5'

GENERAL NOTES
C-18078
88 92
96 100
88 92
96 100
0 0
88 92
96 100
88 92
96 100
0 0
NORTH
Know what'sbelow.
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124

CONSTRUCTION DETAIL DRIVEWAY PLAN
CD-4
16 DRIVEWAY PROFILE DRIVEWAY PROFILE

DRIVEWAY PLAN DRIVEWAY PLAN
0'

GRAPHIC SCALE
0'5' 5'
HORIZ: 1"=5'
VERT: 1"=5'
0'

GRAPHIC SCALE
0'5' 5'
HORIZ: 1"=5'
VERT: 1"=5'

GENERAL NOTES
C-18079
72 76
80 72
76 80
0 0
88 92
96 100
88 92
96 100
0 0
NORTH
Know what'sbelow.
before you dig.Call
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124

DRIVEWAY PROFILE

CONSTRUCTION DETAIL DRIVEWAY PLAN
CD-5
17 DRIVEWAY PLAN

DRIVEWAY PROFILE

DRIVEWAY PLAN
0'

GRAPHIC SCALE
0'5' 5'
HORIZ: 1"=5'
VERT: 1"=5'
0'

GRAPHIC SCALE
0'5' 5'
HORIZ: 1"=5'
VERT: 1"=5'

GENERAL NOTES
C-18080
72 76
80 72
76 80
0 0
76 80
84 76
80 84
0 0
76 80
84 76
80 84
0 0
NORTH
Know what'sbelow.
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124

CONSTRUCTION DETAIL DRIVEWAY PLAN
CD-6
18 0'

GRAPHIC SCALE
0'5' 5'
HORIZ: 1"=5'
VERT: 1"=5'

DRIVEWAY PROFILE DRIVEWAY PROFILE

DRIVEWAY PLAN DRIVEWAY PLAN

DRIVEWAY PROFILE

DRIVEWAY PLAN
0'

GRAPHIC SCALE
0'5' 5'
HORIZ: 1"=5'
VERT: 1"=5'
0'

GRAPHIC SCALE
0'5' 5'
HORIZ: 1"=5'
VERT: 1"=5'

GENERAL NOTES
C-18081
84 88
92 84
88 92
0 0
92 96
100
92 96
100
0 0
NORTH
Know what'sbelow.
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124

CONSTRUCTION DETAIL DRIVEWAY PLAN
CD-7
19 0'

GRAPHIC SCALE
0'5' 5'
HORIZ: 1"=5'
VERT: 1"=5'

DRIVEWAY PROFILE

DRIVEWAY PLAN

DRIVEWAY PROFILE

DRIVEWAY PLAN
0'

GRAPHIC SCALE
0'5' 5'
HORIZ: 1"=5'
VERT: 1"=5'

GENERAL NOTES
C-18082
92 96
100
92 96
100
0 0
92 96
100
92 96
100
0 0
NORTH
Know what'sbelow.
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124

CONSTRUCTION DETAIL DRIVEWAY PLAN
CD-8
20 0'

GRAPHIC SCALE
0'5' 5'
HORIZ: 1"=5'
VERT: 1"=5'

DRIVEWAY PROFILE DRIVEWAY PROFILE

DRIVEWAY PLAN DRIVEWAY PLAN
0'

GRAPHIC SCALE
0'5' 5'
HORIZ: 1"=5'
VERT: 1"=5'

GENERAL NOTES
C-18083
96 100
104
108
96 100
104
108
0 0
NORTH
Know what'sbelow.
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124

CONSTRUCTION DETAIL DRIVEWAY PLAN
CD-9
21 0'

GRAPHIC SCALE
0'5' 5'
HORIZ: 1"=5'
VERT: 1"=5'

DRIVEWAY PROFILE

DRIVEWAY PLAN

GENERAL NOTES
C-18084
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PLEASANT VALLEY ROAD

BIKE LANES
39 DETAIL SHEET - CONCRETE CHANNEL

SECTION
22 TYPICAL RECTANGULAR CHANNEL SECTION
NTS
D-1

SECTION A-A

CHANNEL / MODULAR WETLAND DETAIL
1"=2'

SECTION B-B

TYPICAL TRAPEZOIDAL CHANNEL SECTION
1"=2'
C-18085

TRAPEZOIDAL CHANNEL TRANSITION
NTS

GENERAL NOTES
10/31/24
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PLEASANT VALLEY ROAD

BIKE LANES
39 DETAIL SHEET - STRUCTURAL NOTES
23 D-2
GENERAL STRUCTURAL NOTES:

SPECIAL INSPECTIONS:

DESIGN LOADS:

DESIGN SPECIFICATIONS:

CONCRETE AND REINFORCEMENT:

COORDINATION:

CONSTRUCTION SPECIFICATIONS:

EARTHWORK:

SPLICE TABLE

REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
(CBC TABLE 1705A.6)

REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION (CBC TABLE 1705A.3)
C-18086
10/31/24
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PLEASANT VALLEY ROAD

BIKE LANES
39 DETAIL SHEET - CHANNEL TRANSITION
24 CHANNEL TRANSITION

GENERAL NOTES

CONCRETE TRANSVERSE CONSTRUCTION JOINT CONCRETE TRANSVERSE EXPANSION JOINT D-3
C-18087
10/31/24
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PLEASANT VALLEY ROAD

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39 CONCRETE CHANNEL DETAIL
4 MIN. FT.

THICKENED AREA

EXTENT OF
4 MIN. FT.

INSTALL NEW REINFORCED CONCRETE LINING

REMOVE EXISTING CONCRETE AND REBAR &

TYPICAL REINFORCING

THICKNESS PER

TYPICAL SECTION
45°

WHEN PLACING THROUGH EXISTING

CHANNEL LINING, SAW-CUT FULL
DEPTH AND REMOVE 4 FEET ALL
AROUND.

TOE OF SLOPE
1'-0"

EXISTING CONCRETE
6" EXIST. STEEL
REINF. STEEL

SYMMETRICAL

ABOUT CL
CL (2)-#5 BARS 12 INCHES
O.C.

TYP.

TRIM PIPE FLUSH

WITH CHANNEL
LINING
4 FT. MIN.

ALL AROUND
4 IN. DIA.

PVC PIPE
%
APPLY CONST. ADHESIVE

TO FILTER FABRIC TOP &

BOTTOM CONTINUOUSLY
GEOCOMPOSITE DRAIN.

WRAP FILTER FABRIC
AROUND OUTSIDE FACE.

CONTINUOUS ALONG
LENGTH OF CHANNEL.
1 FT. 2 FT. 1 FT.

FILTER FABRIC

DRAIN GRAVEL

W/HARDWARE CLOTH
4 IN. PVC PIPE
OVER END.
4 IN. DIA. PVC

TRIM PVC FLUSH

TO FINISH CONCRETE
1 FT.

DRAIN GRAVEL

HARDWARE
CLOTH

FILTER FABRIC

TOP OF CHANNEL LINING

WEEP HOLE (TYP), SEE
DETAIL "B"

TYPICAL CHANNEL SECTION

DETAIL B - WEEP HOLES
TYPE "A" WEEP HOLE
TYPE "B" WEEP HOLE

DETAIL A - PIPE OUTFALL DETAILS

CONNECTION TO EXISTING CONCRETE

SECTION SECTION

SECTIONELEVATION

SECTION
PLAN
PIPE OUTFALL, SEE DETAIL "A"
MINIMUM #4 BARS (GRADE 60
AT 12" O.C. EACH WAY.

CEMENT STABILIZED SAND

VARIES BASED ON
SIDE SLOPE. MINIMUM
1' VERTICAL AT TOE

OF SLOPE
25 D-4
6" MIN
4" MIN
6" MIN
C-18088

GEOCOMPOSITE DRAIN

FINISHED GRADE FINISHED GRADE
ROUGHEN TO 1/4"

AMPLITUDE
10/31/24
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BIKE LANES
39 BOX CULVERT - ISOMETRIC VIEW

DETAIL SHEET - BOX CULVERT
D-5
26 C-18089
10/31/24
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BIKE LANES
39 DETAIL SHEET - FOREBAY
D-6
27 PLAN - CHANNEL LAYOUT WITH 4'X21' MODULAR WETLAND
PLAN - CHANNEL LAYOUT WITH 4'X8' MODULAR WETLAND

CHANNEL PROFILE
C-18090

PLAN - CHANNEL TO CULVERT TRANSITION
*SEE SHEET D-7 FOR CHANNEL TO CULVERT TRANSITION SECTION 10/31/24
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BIKE LANES
39 DETAIL SHEET - GUARDRAIL
D-7
28 C-18091

CHANNEL TO CULVERT TRANSITION SECTION
10/31/24
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PLEASANT VALLEY ROAD

BIKE LANES
39 1112

DRAINAGE DETAIL
DD-1
29 PLAN VIEW

ELEVATION VIEW

LEFT END VIEW

RIGHT END VIEW

GENERAL NOTES

INSTALLATION NOTES
C-18092

PLEASANT VALLEY ROAD

LAS POSAS
ROAD
12'
5'
11'
12'
12'
6'
12'
6'
5'
12'
2'
12'
2'6'
5' 12'
2'
12'
2'
6'12'

PLEASANT VALLEY ROAD
5' 12'
2'
12'
2'
6'
5' 12'
2'
12'
2'
6'
Know what'sbelow.
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124

PAVEMENT DELINEATION NOTES
MATCHLINE - SEE BELOWMATCHLINE - SEE SHEET SS-2

MATCHLINE - SEE SHEET ABOVE
NORTH

SIGNING AND STRIPING
SS-1
30 GENERAL NOTES PAVEMENT MARKING LEGEND

SIGN LEGEND (NEW SIGNS ONLY)SIGNING NOTES
C-18093

PLEASANT VALLEY ROAD
5' 12'
2'
12'
2'
6'
5' 12'
2'
12'
2'
6'
2'

PLEASANT VALLEY ROAD
5' 12'
2'
12'
2'
6'
5' 12'
2'
12'
2'
6'
Know what'sbelow.
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124

GENERAL NOTES PAVEMENT DELINEATION NOTES

MATCHLINE - SEE SHEET BELOW
MATCHLINE - SEE SHEET SS-1
MATCHLINE - SEE SHEET SS-3

MATCHLINE - SEE SHEET ABOVE
NORTH

SIGNING AND STRIPING
SS-2
31 PAVEMENT MARKING LEGEND

SIGN LEGEND (NEW SIGNS ONLY)
C-18094

PLEASANT VALLEY ROAD

SOUTHFIELD
ROAD
5'
12'
12'
2'
31'
5'
12'
12'
2'
28'
5'5'
5' 12'
2'
12'
2'
6'
5' 12' 12'
2'
6'

PLEASANT VALLEY ROAD
5' 12'
2'
12'
2'
6'
5' 12'
2'
12'
2'
6'
Know what'sbelow.
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124

MATCHLINE - SEE SHEET BELOW
MATCHLINE - SEE SHEET SS-2
MATCHLINE - SEE SHEET SS-4

MATCHLINE - SEE SHEET ABOVE

GENERAL NOTES
NORTH

SIGNING AND STRIPING
SS-3
32 PAVEMENT DELINEATION NOTES PAVEMENT MARKING LEGEND

SIGN LEGEND (NEW SIGNS ONLY)

SIGNING NOTES
C-18095

PLEASANT VALLEY ROAD
U.P.R.R. E. 5TH
STREET
5'
12'
12'
2'
27'
4'
12'
12'
2'
5'
22'
5'
Know what'sbelow.
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PLEASANT VALLEY ROAD

BIKE LANES
39 103124
MATCHLINE - SEE SHEET SS-3
NORTH

SIGNING AND STRIPING
SS-4
33 GENERAL NOTES PAVEMENT DELINEATION NOTES PAVEMENT MARKING LEGEND

SIGN LEGEND (NEW SIGNS ONLY)

SIGNING NOTES
C-18096

PLEASANT VALLEY ROAD

LAS POSAS
ROAD

PLEASANT VALLEY ROAD
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PLEASANT VALLEY ROAD

BIKE LANES
39 10/31/24
MATCHLINE - SEE BELOWMATCHLINE - SEE SHEET EC-2

MATCHLINE - SEE SHEET ABOVE
NORTH
34 GENERAL NOTES
LEGEND:BMP NOTES

STORM WATER POLLUTION PLAN
EC-1

EROSION CONTROL MAINTENANCE NOTES
C-18097

PLEASANT VALLEY ROAD

PLEASANT VALLEY ROAD
Know what'sbelow.
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PLEASANT VALLEY ROAD

BIKE LANES
39 10/31/24

MATCHLINE - SEE SHEET BELOW
MATCHLINE - SEE SHEET EC-1
MATCHLINE - SEE SHEET EC-3

MATCHLINE - SEE SHEET ABOVE
NORTH

STORM WATER POLLUTION PLAN
EC-2
35 GENERAL NOTES
LEGEND: EROSION CONTROL

MAINTENANCE NOTES

BMP NOTES
C-18097A

PLEASANT VALLEY ROAD

SOUTHFIELD
ROAD

PLEASANT VALLEY ROAD
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PLEASANT VALLEY ROAD

BIKE LANES
39 10/31/24

MATCHLINE - SEE SHEET BELOW
MATCHLINE - SEE SHEET EC-2
MATCHLINE - SEE SHEET EC-4

MATCHLINE - SEE SHEET ABOVE
NORTH

STORM WATER POLLUTION PLAN
EC-3
36 GENERAL NOTES
LEGEND: EROSION CONTROL

MAINTENANCE NOTES

BMP NOTES
C-18097B

PLEASANT VALLEY ROAD
U.P.R.R. E. 5TH
STREET
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PLEASANT VALLEY ROAD

BIKE LANES
39 10/31/24
MATCHLINE - SEE SHEET EC-3
NORTH

STORM WATER POLLUTION PLAN
EC-4
37 GENERAL NOTES
LEGEND:

EROSION CONTROL MAINTENANCE NOTESBMP NOTES
C-18097C
Know what'sbelow.
before you dig.Call
R

PLEASANT VALLEY ROAD

BIKE LANES
39 10/31/24

STORM WATER POLLUTION DETAILS
EC-5
38 GRAVEL BAG CHECK DAM DETAIL 04
08 FIBER ROLLS (PER CASQA SE-5 DETAIL)
ERTEC®
”
Construction Details
Unprotected drainage inlet ERTEC® Combo Guardä
Protected drainage inlet
09CITY OF CAMARILLO VEHICLE / EQUIPMENT FUELING DETAIL
05CITY OF CAMARILLO CONCRETE WASTE MANAGEMENT DETAIL
03CITY OF CAMARILLO MATERIAL STORAGE AND DELIVERY DETAIL 01CITY OF CAMARILLO CATCH BASIN/INLET PROTECTION DETAIL 02CITY OF CAMARILLO STABALIZED CONTSTRUCTION ENTRANCE DETAIL 06CITY OF CAMARILLO EQUIPMENT REPAIR/MAINTENANCE DETAIL 07GRAVEL BAG BARRIER
04CASQA VELOCITY DISSIPATION DEVICE DETAIL
C-18097D
229-0-020-145229-0-020-155
230-0-052-150
229-0-020-145229-0-020-155
230-0-052-150
229-0-030-105229-0-030-105
Know what'sbelow.
before you dig.Call
R

PLEASANT VALLEY ROAD

BIKE LANES
39 103124
CONSTRUCTION PHASE 1 (SOUTH SIDE) CONSTRUCTION PHASE 2 (NORTH SIDE)

GENERAL NOTES

ALL STAGES
A

PLEASANT VALLEY ROAD

SOUTHFIELD
ROAD
A
B
B

PHASING PLAN
PH-1
LEGEND
39 C-18098

PHASING SCHEDULE

LAS POSAS
ROAD
E 5TH STREET

Camarillo City CouncilDecember 11, 2024

Camarillo City Council
December 11, 2024