HomeMy WebLinkAboutJul-83 - Pescado Court - D-0214 N, VICINITY MAP
PLAN 1% 10001
ca WKET5 ROW ACROSS L071S NOTES-
2 r 3 ; 49 "14 hV' BLOCK 11-IB U27UR
R1W R/W I No construction work shall be started without Plans anDroveJ bv t
OF ArASCADERO, SAN LIHISS 08/SPO J he AAw engineering
50* 41 department. The g0ghrengineer shall be notified at least 24 hours Prior to starting
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"LIFORNIA I of construction. Anv construction Mne without approved plans or prior notification
30 1 4 to the dalga engineer will bv rejected and will by done at the contractor' s and/or
00, 14 4k 4% Owner' s risk.
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2 . All construction work and installations shall conform to the county of San Luis Obisno
9 0 standards and snecifications and all work shall be subject to the approval of the
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3, Soil tests shall be done in accordance with the county standards and specifications
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ft 0"A C IXE 3 2 section 11-351-1103 and section 11-351-1404 . All tests must be made within 15 days
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&Vat 2"MMIN '1 41 1, to placing material . The test results shall clearly indicate the location and
00 rO CON rR01 c"cZ -3 Ky 1/_/ prior
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t, 4 in� source of the material.
T1 IOIC14Z 5ECTIaN 4 . Compaction tests shall he made on sutgrade material and material placed as specified
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3-t-40 7 by the engineer. Said tests shall by made prior to the placing of the next material .
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5 � Subgrade material shall be compacted to a relative compaction of 95% in the zone
between finish subgrade elevation and one foot below. All material in fill sections
below the zone mentioned above shall be compacted to 90% relative compaction.
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6 . A Registered civil Engineer mustcertifv that the improvements when completed are in
accordance with the Plans Prior to request for final inspection. As-built Plans are
Cto 76- 986 to be prepared after construction is completed. The Civil Engineer certifyLng the improve
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ments and preparing the as-built plans shall be Present when the final inspection is made.
pRovlv�- A-c- 7 . A base prime coat seal will be applied,
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A=15 56'Zg' 8 . An inspection agreement is remuireJ .Prior to the start of construction.
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R� 5. 9 . All utility companies must be notified prior to the start of construction.
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BASE MATERIAL REQUIREMEMTS
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Aggregate for class 3 aggregate base shall be free of veqetable matter and other deleterious
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....... A-V substances and shall be of such nature that it can be compacted readily under watering
and rollina to form a firm stable base. The percentage composition by weight of aggregate
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base shall comform to the following grading when determined bv Calif. test method 202 .
MW 090,0057, ,17-
Sieve size Percentage passing
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100%
avow,
76
SWALE ;nv No. 4 40%-60%
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A; 1,&V57X1,Z;Z -,40/VX No. 200 0%-15%
00.10,0! KIFN The aggregate base shall also comform to the following quality requirements :
Type test Calif. test method Min. Requirements
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L 0 F '61 Z 07' IA152�-V_Z LOT re Resistance (R value) No. 301 70
oil ZPAWS"
-,%INDICATES 6"DIN KQ IWEE CO - 77 236 Sand equivalent (S .E) No. 217 25
Durability No. 229 25
r4 The R-value mav be waived provided the S .E. value is 30 or more . The durability
requirements may be waived provided the subgrade has an S .E . of 30 or more .
SCALEt 1" 50,
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/072n 7?K& 01 V VW 1001 650, 210, 10 . AWast# encroachment permit is requireA for all work done within the"Gessby riqht-of-way.
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_21Z 7?ynylyhl :Axl777601, '47 4460110 lE The enewwwrinspector, acting on behalf of the -GenstyrEngineering Department, may require 1
revisions- in the plans to solve unforeseen problems that may arise in the field. All
revisions shall be subject to the approval of the developer ' s engineer,
TS.M. NO. 4 ELEV 100100 7B.M. NO,3 ELEV. 97746 T.S.M. NO. 2 ELEV 96482 T.&K Na i ELEV 984A 9
PROFILE : VZN14190 C STA. 6+56.23 - 15.00' RT. STA. 4+36.49 : 15.00' RT. SMI 1+5089 : 1114' RT. STA. 0 + 2 2.8 6 - 15.00'RT.
1/2" RESAR, RCE 14994 314" k R LS 3354 3A4" LP , LS 3354 ZW4" L P LS SS54
1" = 50' HORIZONTAL
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