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� R/W & COf1St 20'-40' Limits of Clearing and Grubbina and Mailbox Relocation E i �^ 16' yv r Existing Roadway Embankment (Typ) � R/W R/W** & COnSt 20' Limits of Clearing and R/W i I Grubbina and Mailbox Relocation P Earthwork (Roadway Widening) 2'* 2'* Ider Backing * Extend dimension to 4' in areas west of Bender Road. ** R/W = 40' from Sta 10+00 to Sta 13+00 (each side of �) R/W = 20' from Sta 13+00 to Sta 78+69 (each side of �) SHOULDER DETAIL 1 � R/W & COf1SI 20' Limits of Clearing and R/W � ,� Grubbing and Mailbox Relocation _ � 16' -- Existing / Roadway Embankment (Typ Earthwork (Roadway Widening) _ 2' � Existing �4,/ � Surface slOPe � � __ �\ Shoulder Backing SHOULDER DETAIL 2 NOTE: Embankment must consist of excavated materials from Earthwork (Roadway Widening) and must be free of Portland Cement Concrete (PCC). The surfacing must be broken up into pieces not larger than 0.33 foot in the greatest dimension. COUNTY OF SAN JOAQUIN NO SCALE DRAWN BY DATE PROJECT ENGINEER DATE Ryan Yamada 9293 � �r..�..�. ,��. I / �,) l '�'� Existing EP 4. Surface Earthwork o (Roadway Widening) o Uar . - -- �— -- Shoulder�0.17' Existing Backing Roadway SHOULDER DETAIL 3 � R/W & COC1St 20' Limits of Clearing and ,� Grubbing and Mailbox Relocation —��^ 16' � � — Existing Roadway Backing 1'-3' Earthwork (Roodwo Widening SHOULDER DETAIL 4 � R/W COrISt 20' Limits of Clearing and � Grubbing_ and Mailbox Relocation ---,/'-----16' — Lr Earthwork o � Shoulder Backfin ' 9 (Roadway Widening) 0'-1.5' �- �� o SHOULDER SCHEDULE PELTIER ROAD LEFT RIGHT BEGIN END DETAIL BEGIN END DETAIL 10+00 13+40 1 10+00 13+40 1 13+40 'UI+50 I 13+40 20+80 5 ��7'+50 S 2 20+80 31+55 I� 25+20 32+95 •. 31+55 Ider Backing * Extend dimension to 4' in areas west of Bender Road. ** R/W = 40' from Sta 10+00 to Sta 13+00 (each side of �) R/W = 20' from Sta 13+00 to Sta 78+69 (each side of �) SHOULDER DETAIL 1 � R/W & COf1SI 20' Limits of Clearing and R/W � ,� Grubbing and Mailbox Relocation _ � 16' -- Existing / Roadway Embankment (Typ Earthwork (Roadway Widening) _ 2' � Existing �4,/ � Surface slOPe � � __ �\ Shoulder Backing SHOULDER DETAIL 2 NOTE: Embankment must consist of excavated materials from Earthwork (Roadway Widening) and must be free of Portland Cement Concrete (PCC). The surfacing must be broken up into pieces not larger than 0.33 foot in the greatest dimension. COUNTY OF SAN JOAQUIN NO SCALE DRAWN BY DATE PROJECT ENGINEER DATE Ryan Yamada 9293 � �r..�..�. ,��. I / �,) l '�'� Existing EP 4. Surface Earthwork o (Roadway Widening) o Uar . - -- �— -- Shoulder�0.17' Existing Backing Roadway SHOULDER DETAIL 3 � R/W & COC1St 20' Limits of Clearing and ,� Grubbing and Mailbox Relocation —��^ 16' � � — Existing Roadway Backing 1'-3' Earthwork (Roodwo Widening SHOULDER DETAIL 4 � R/W COrISt 20' Limits of Clearing and � Grubbing_ and Mailbox Relocation ---,/'-----16' — Lr Earthwork o � Shoulder Backfin ' 9 (Roadway Widening) 0'-1.5' �- �� o SHOULDER SCHEDULE PELTIER ROAD LEFT RIGHT BEGIN END DETAIL BEGIN END DETAIL 10+00 13+40 1 10+00 13+40 1 13+40 'UI+50 5 13+40 20+80 5 ��7'+50 25+20 2 20+80 31+55 1 25+20 32+95 1 31+55 38+00 5 32+95 38+60 5 38+00 49+00 1 38+60 42+50 2 49+00 �°� 42+50 46+50 1 � � 9+00 1 46+50 55+00 5 59+00 71+28 2 55+00 64+00 1 71+28 71+43 4 64+00 67+00 2 71+43 78+69 1# 67+00 71+60 4 71+60 78+69 2# East of Sta 78+32 (Lt) and Sta 78+25 (Rt), shoulder area must consist entirely of Shoulder Backing. .,, 20 3 Existing r— ( Embankment (Typ) Existing Roadway Sacked Concrete Slope Protection SHOULDER DETAIL 5 SHOULDER DETAILS DATE 2r �� Surface 1 .5'-3' Rebar with Ys into existing embankment Q 14" O.C. 1. . .• PELTIER ROAD IMPROVEMENTS Sheet No. (300' west of Bender Road to Lower Sacramento Road) 3 of 11