Laserfiche WebLink
Const . <br /> Limits of Clearing & Grubbing, Earthwork <br /> 6' 412' 12' 4' 6' <br /> Conform5t% _ 2t% 2f% 5t% Var_ GENERAL NOTES <br /> � � C <br /> �, i/ , onform <br /> i <br /> --- �� ----____ <br /> 1 . All existing trees shrubs, and fences shall remain in place <br /> L _junless otherwise shown on the plans. <br /> Existing Roadway 0.25' A.C. Overlay Var. Depth Shoulder Backing (Typ.) <br /> 2. Imported borrow material shall be cohesive material selected <br /> TYPICAL SECTI 0 .far its ability to resist erosion. The R-Value and sand equivalent <br /> requirements shall be waived for this material. <br /> Sta. 204+00 to Sta. 229+00 3. Existing drainage facilities shall be removed where new drainage <br /> Sta. 156+25 to Sta. 157+25 facilities are to placed or constructed. At all other locations the <br /> the existing drainage facilities are to remain in place. <br /> 4. Crack sealing and minor patching of the existing pavement surface <br /> shall be as directed by the Engineer. This work will be paid for as <br /> Const . R /W Supplemental Work. <br /> I <br /> 0' to 5' I <br /> Vt <br /> I J <br /> Limits of Clearing & Grubbing, Earthwork Limits of Clearing & Grubbing 3j <br /> (Roadway Widening) (Type 2) <br /> Earthwork Earthwork <br /> (Misc. Areas) (Misc. Areas) <br /> 4' 6' 20' to 28' ��� 20' to 28' 6' 4' <br /> 2' 4' 4' 24't 4' 4' 2' <br /> Conform Conform <br /> {, <br /> 8' to 16' — I 8' to 19' <br /> Conform at E.P. at E.P. Conform <br /> 8% ----- - - * ——— ————— — — — — — — — 87 <br /> 4't 24't Var. Depth 4't p �o<• �� dor <br /> A.C. Overlay -3x.- - or L - ---- - - - - - — --- - - - - - - - - - J �o -- <br /> Gutter Grade Existing Roadway Gutter Grade <br /> I � <br /> B � <br /> 6 <br /> Conform Conform * A.C. resurfacing, Sta.13+50 to Sta.16+50, not shown. <br /> 2�V � <br /> Refer to sheet No.4 for details.o<• �o <br /> �oj Armstrong Road — Limits of work from Sta.9+25 <br /> to Sta.16+50. <br /> Gutter Gutter Grade TYPICAL S <br /> Grade Var. Depth <br /> A.C. Base 0.30' A.C. <br /> 0.55 A.C. Base Sta. 10+20 to Sta. 14+50 <br /> 0.30' A.C. <br /> Existing Roadway (Armstrong Road) <br /> 0.55' A.C. Base Var. Depth A.C. Base <br /> TYPICAL SECTION- <br /> Sta. 184+30 to Sta. 204+00 <br /> �_ Const . <br /> nst . <br /> Const . <br /> � Limits of Clearing & Grubbing, Earthwork _ � , <br /> 4' 4 <br /> (Roadway Widening) (Type 1 ) <br /> • Limits of Mailbox Relocation Minor Concrete <br /> Type C Curb pEESSIpy <br /> 8' 8' 12' 12' 8' 8' A.C. Thickness at Const. <br /> Refer to Sheet No.8 q <br /> < 7,77„" e a for detailsNo. M y/�,p9TFy4-' <br /> 258 �0 <br /> 4'f 4'f Sta. 184+30 to Sta. 185+00 = 0.25' 777 ° Exp. 930-01 <br /> I � sT �Q- <br /> Conform 5 f% _ 2+% 2t% _ 5 f y Conform Sta. 186+00 = 0.30 F OF CAL F <br /> v� - v�� Sta. 187+00 to Sta. 192+00 = 0.25' <br /> 5%5 s% _ x Sta. , 93+00 = 0.35' RAISED CONCRETE CURB ' <br /> — — Sta. 194+00 to Sta. 196+00 = 0.30' MEDIAN DETAIL. <br /> 0.60' A.C. Base 0.25' A.C. Overlay 0.60' A.C. Base Sta. 197+00 to Sta. 198+00 = 0.35' <br /> Existing Roadway--- , <br /> T Y P I C A � SECTION- Sta. 199+00 to Sta. 201 +00 = 0.30 A 4' Left-Sta. 190+55 to Sta. 193+55 <br /> Sta. 202+00 to Sta. 203+50 = 0.25' A 4' Right-Sta. 194+25 to Sta. 196+25 <br /> Sta. 157+25 to Sta. 184+30 <br /> DRAWN By DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED jDATE SHEET TOTAL <br /> 5/98 COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS <br /> 0 R o 5/98 �JI.Y� >. ��8 / 2 f <br /> (Mettler Road to 3400' S/0 Armstrong Road) 2 11 <br /> LE NAM DRAWER jSH!jT_N0, j ACAD REVISIONS DATE <br /> e:Aprojects\lowersac\typsec <br />