HomeMy WebLinkAboutAug-78 - San Marcos Road a p4n,
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IMPRIOVEMERNIT PLABI NCITES
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Construction Niotes
No construction shall be started without plans approved by
/_ar _3 G the County Engineering Department. The Cp4nty Engineer
shall be notified at least 24 hours prior to starting of
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construction, Any conotraction Que without approved plan
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OV prior notification to the County Engimaer will he Zve-
Rho Jactel aW will be dome at the cantractorM andiar awrmarts-,-,
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All conatruction work and Installations shall conform to the
County ofSan Luis Obispo Stanaarls awSpecifications anid
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N 1_Z' all work shall be subject to the approval of the County.
Soils tests shall be done in accordancewith theCount'',
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oil Standards and Specifications Section 11-351.1403 and Section
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31,
11-351,1404. All tests must bemadewitninl5days priar to
placing materia.i. The tests Usults shail indioate clearly
the location and source of the material.
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Compaction tests shall be made on subgrade material an
'ngineer. Said tests-,
material placed as specified by thek,
shall be made prior to placing of next material.
Subgrade material shall be compacted to a relative com
IX'f paction of 951 in the zone between finish subgrade elevation
'44'�! 6cow-, and one foot below, All material in fill sections below the
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zone mentionea fbove shall be compacted to 9Q% relative
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Compaction.
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A Begistered Civil Engineer must certi-Ity that the
ments when completed are in accordance with the plan, TwioT
to request for final inspection. As-BuUt plans are to be
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'All prepared after constryation is completed.
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------- A Bass pcime coat and pavement fog sea! coat will be applied,
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An inspection agieement is regpired prior to the start of
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Construction.
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4 A county encroachment permit is required for any workdone
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withinCounty right ofway.
ONE
7'2�1 /�'Vxwo '54? CLA85 a
VALve
7-,Z C-0 VA L Aggregate for Class 3 WGRMAW BASE shall be free of vege-
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table matter and other deleterious substances, and shall
'C� 'Cal be of such nature that it emn be compacted readily under
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103- \�,�11; watering and rolling to form a firm stable base. the per
WIN, N, centage composition by weight of aggregate base shall con-
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form to the following gzading when determined by California
Test Methoa Wo. 202
Sieve Size
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No. 4 4 R)-6 011FO
k No. 200 0-154
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The Aggregate -base shall also conform to the followin
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quality requirements&
Ths1_TXpS Calli. Test Method No.
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'k #301 7?
W VC, Resistance (R-Value)
25
R SaW Equivalent (S.E.) #217
11) -1Z #229 25**
C_� Durability
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*Note-- The R-Value requirement may be waived, provided
1 thuS.E. Value is 30 or more
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**Note-- The Durability requireasht may be waived, providaw-
thesubgrade has an S.E. of 30 or more.
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