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i <br /> 612„ As halt Concrete A.C.—See Sheet 2 <br /> \N 6 (Misce(Type u2) Areas) Asphalt Concrete for thickness <br /> Conform (Typ.) <br /> (Miscellaneous 1 )Areas) g <br /> Existin Pavement Finished Grade <br /> Finished Grade — — Surface— — <br /> � 25' A.C. (Type E Driveway) <br /> Native Soil or _ _ <br /> �ir Finished Grade <br /> Driveway Paving <br /> i•i., /� // iii i � / i� <br /> TYPE "D" CURB 0.60 �{ 6' \ 6' <br /> ,. ' A.C. Base <br /> \ � h <br /> h <br /> / Select Native <br /> 7 1 2' y " �'•�� � �� � Structural Backfill �,� � Select Native <br /> Materal — 90% \ Material — 95% �V Material — 90% <br /> 1 1/2" Relative Compaction > / `� �� ` Relative Compaction ���� Relative Compaction >, <br /> R-1/2" <br /> typ. �. <br /> A.C. Surfacing { <br /> Minor Concrete <br /> /.,i / iii �/, " . " 12" <br /> 12" 0.D. 12 � �12" 0.D. 12"� 12O.D120.D. 12" <br /> V <br /> 1/2" Dia. x 8" dowels spaced <br /> 4' on center max. or Epoxy <br /> EXISTING PAVEMENT AREAS PAVEMENT WIDENING AREAS OUTSIDE PAVEMENT AREAS <br /> TYPE "C" CURB <br /> TYPICAL TRENCH DETAIL TYPICAL TRENCH DETAILS - X-DRAINS <br /> Sto. 193+40 (Lower Sacramento Road) ! <br /> SIDE- DRAINS Sto. 194+75 (Lower Sacramento Road) <br /> Sta. 13+90 (Armstrong Road) <br /> i <br /> QRpFESSIpy <br /> No. 21258 <br /> * Exp. 9-30-01 * _ <br /> �9TF cl VIS �a\P <br /> Conform 0 E.P. OF CALIF') <br /> Frame & Cover <br /> R.C.P. <br /> A 9- 8' <br /> I <br /> 30 ... .... ..... ....: . 30 <br /> 10'—Armstrong Road Sto. 13+68 <br /> Conform Sta. 10+80 <br /> Existing Width 1 '-6' 0 Opening, Grout ..... ... a>r <br /> v <br /> 12 Min, i smooth all edges <br /> of pipe opening A 8' ((TYPO c <br /> Variable depth Asphalt Concrete over existing paved surface. /� 284­1 ... 'E' <br /> PLAN VIEW Existing CL Profite �I <br /> 28 <br /> TYPE E <br /> M. <br /> 04 <br /> cli <br /> o26aN .:..... <br /> � <br /> ...... . <br /> 26 <br /> � ..... <br /> of LoConform @ E.P. Refer to S.J. Co. w <br /> Improvement Std. No. 0 <br /> CW — M7 for * Grout Frame �rT + : p + : <br /> Frame & Grate details. to Manhole ...... .o .:...� a rA. �.. ...... <br /> 0 Gutter Grade (Lt ) + + °' <br /> 24 24 <br /> .:. .... . :. ... -- .. . .. .... : r <br /> +I t _JLGutter Grade <br /> a . cv...4{ N <br /> �.... <br /> 8" " 8" 22 t ? +Ip 7 x Q o <br /> 22 <br /> Conform Min. Min. ...... . .... o a o n:.., ... N. C9 ...... :N } . , J �. . .. <br /> Existing Width o : c9 : o a a r > N p E <br /> 0.30' Asphalt Concrete o 12' Min. a a m I N ° <br /> e <br /> _:.. N .� . . 9 . ,....E �, o . . ......� <br /> p over shaped and compacted native material. Class B 8" Min {'N' w o 0 v cn. <br /> Concrete « � : IN J E : H : 1 " = 50' � " N <br /> TYPED HORIZONTAL SCALE <br /> Driveways/Paved Frontages shall be sloped to drain. 2'-10" Min. +w �+w : N h U �� _ tO v � " <br /> .. + w 00 VERTICAL SCALE: 1 2 0 <br /> SECTION A — A _ a ....S.1 <br /> TYPICAL DRIVEWAYS STORM DRAIN INLET <br /> * Precast reinforced concrete grade 9 10 11 12 13 14 <br /> adjustment rings shall be used as <br /> required to adjust Frame & Cover <br /> to grade. ARMSTRONG ROAD GUTTER PROFILE <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SETS <br /> �� °� c4,f� 5/98 5 1 COUNTY OF SAN JOAQUIN CONSTRUCTION DETAILS OD�A �� 5/ss �-- Z°�9g �' /1/e jll�� P AS NOTED (Mettler Road to 3400 S/0 Armstrong Road) 7 11 <br /> FILE NAJ DRAWER I SHEET NO. ACAD REVISIONS DATE <br /> gls..:Aprojects\lowerscc\constdet <br />