Laserfiche WebLink
S A <br />EL. 97 <br />COLLIER ROAD <br />ra <br />Q <br />q <br />Q <br />Q <br />ID <br />w <br />a <br />o <br />UNDERWOOD <br />a <br />~ <br />F- <br />ROAD <br />J <br />W <br />w <br />w <br />3 <br />� <br />� <br />w <br />aq <br />JAHANT ROAD <br />VICINITY MAP <br />NOT TO SCALE <br />NOTES: REFER TO PA -0300678 <br />WORK TO BE DESIGNED AND CONSTRUCTED FOR APPROVAL BY SAN JOAQUIN COUNTY. <br />SAN JOAQUIN COUNTY WILL PROVIDE OVERSIGHT. <br />FIRST ORDER OF WORK IS TO PLACE "ROAD CONSTRUCTION AHEAD" AND "END CONSTRUCTION" SIGNS AND <br />TO PURCHASE STORM WATER POLLUTION PREVENTION MATERIALS <br />TECHNICAL SPECIFICATIONS TO FOLLOW SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS, STANDARD PLANS AND THESE PLANS. <br />METHOD OF PAYMENT AND CONTRACTURAL ADMINISTRATION WILL BE BY SEPERATE AGREEMENT. <br />CLEAR AND GRUBB PER SECTION 16 "CLEARING AND GRUBBING". <br />EARTHWORK SHALL BE PERFORMED PER SECTION 19 "EARTHWORK". <br />FILLS SHALL BE PLACED WITH A RELATIVE COMPACTION OF 90%. <br />IN ADDITION, RELATIVE COMPACTION OF 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 2.5 FEET BELOW FINISH GRADE <br />FOR THE WIDTH OF THE TRAVEL WAY PLUS 3 FEET ON EACH SIDE REGUARDLESS OF CUT OR FILL. <br />IMPORT FILL MATERIAL TO HAVE A R -VALUE OF 20 OR BETTER. <br />CLASS 2 AGGREGATE BASE SHALL BE PER SECTION 26 "AGGREGATE BASES". <br />GRADATION FOR 3/4" MAX AGGREGATE SIZE. <br />R -VALUE OF CLASS 2 BASE TO BE AT LEAST 78. <br />ASPHALT CONCRETE IS TO BE TYPE -B, 1/2" MAXIMIUM COARSE OR MEDIUM GRADING PER SECTION 39 "ASPHALT CONCRETE". <br />CULVERT INSTALLATION PER STANDARD PLAN R-17,12- GALV. C.M.P., 0.079GA, BACKFILL WITH 4 SACK COMMERCIAL CONCRETE. <br />GRADING PLANE TOLERANCES SHALL BE 0.05', COMPACTION MUST BE MET PRIOR TO ACCEPTANCE OF THE GRADE TOLERANCES. <br />TRAFFIC MARKINGS AND STRIPING PER CALTRANS STANDARD PLANS AND STANDARD SPECS. JULY 2002. <br />SIGN NUMBERING SYSTEM IS PER CALTRANS UNIFORM SIGN CHART <br />PLACE EROSION CONTROL PER THE APPROVED NPDES PERMIT, STRAW- 2TON PER ACRE. <br />TRAFFIC CONTROL PER THE W.A.T C.H. MANUAL, CALTRANS STANDARD PLANS, AND THE MANUEL OF UNIFORM <br />TRAFFIC CONTROL DEVICES (MUTCD) AND THE CALIFORNIA SUPPLEMENT TO THE MUTCD. <br />INSTALL TYPE -B BARRICADE AND SIGNAGE <br />PER SAN JOAQUIN COUNTY \ <br />STANDARD PLANS NO R-24 <br />END DETAIL 2 <br />OF EDGE OF <br />AT CUL -DE -S) <br />�DCT� OF" SHOULP <br />RELOCATE <br />EXIST R1 <br />FUTURE DRIVEWAYS <br />PER SAN JOAQUIN COUNTY <br />STANDARD PLANS NO R-17 <br />(BY NEW LAND OWNER) <br />4"x100' SOLID YELLOW STRIPE <br />FOOTHILL ENGINEERING <br />JAHANT COURT <br />GENERAL ARRANGEMENT <br />/ DATE: <br />RCE NO.: C 57707 <br />MICHAEL VLACH, P.E. EXP. DATE: 12131/07 <br />COUNTY OF SAN JOAQUIN <br />APPROVED: DATE: S lob <br />1� RCE NO.: �(5 3 3 <br />SENIOR CIVIL ENGINEER EXP. DATE:1 70ci <br />DATE: Lz2L6 v _ <br />DI ECTOR OF PUBLIC WORKS <br />LIBERTY FIRE DISTRICT <br />APPROVED: <br />SIGNATURE <br />DATE <br />RECORD DRAWING <br />Corrections By <br />No Changes By 4A* x. <br />Date : <br />Any Person Using This Drawing Should Verify <br />All iWn By inspecting The Site Of Work <br />ETW= EDGE OF TRAVEL WAY <br />RAN= SAN JOAQUIN COUNTY RIGHT OF WAY <br />ELECTRICAL <br />TELEPHONE <br />CUT OR FILL LINE <br />1' CONTOUR LINE <br />SHOULDER WIDTH <br />LANE WIDTH <br />LANE WIDTH <br />SHOULDER WIDTH <br />RECORD OF SURVEY <br />PARCEL MAP <br />00 <br />0� PAVEMENT ELEVATION <br />DIRECTION OF DRAINAGE FLOW <br />v O <br />�o0�G y�\1 LA0 3� <br />K O� 0�0 <br />0 <br />G <br />a <br />ro0 <br />G�'��G� <br />vP <br />-� EXIST W-56 <br />AND STREET NAME SIGN <br />648' <br />o Es <br />- 0.3 MILE <br />STRIPING AND SIGNAGE PLAN EX �;��� °? ek" <br />SCALE 1"=40' <br />REVISED PER COUNTY REVIEW, 9/8/05, 10/31/051 1/17/06, 3/8/06 <br />O DESCRIPTION COUNTYAPPROVAL JAHANT COURT <br />Z! APPROVED BY DATE <br />XZ <br />FOOTHILL o o TITLE SHEET <br />ENGINEERING L o LOCATION, SITE PLAN, STRIPING <br />8442 STORY RIDGE WAY ANTELOPE, CA 95843 DRAWN BY: SCALE: DATE: PAGE: <br />PHONE (916) 729-5184 FAX (916) 729-5184 MRV AS SHOWN 8/15/05 1/6 <br />REFER TO PA -030067 <br />