Laserfiche WebLink
I <br /> Direction of Travel :,y'Y <br /> -� 0.50'(TYp•) No > <br /> Sand Filled Modules * :9 <br /> 258 <br /> N P @ee 700 'FA C AI.tFO��\! <br /> @See 700400200200Panel <br /> Marker <br /> Type P Direction of Travel E.P. <br /> Exposed Barrier Ends <br /> Direction of Travel 1 ' Typical Pallets — \ \ \ 15' 4' or 8' <br /> 2 <br /> 14' Modules <br /> ' Max. <br /> Existing Curbed Median �' A <br /> PLAN ._ <br /> � Survey Var.���/// <br /> NOTES: 0.G. <br /> 1 . Modules to be set out in pattern and spaced — q ° 0.20' Asphalt Concrete Pad ---_ _._.. __..EE �- <br /> as shown. — <br /> 2. Numbers indicate weight of sand in module. Type P Marker E.P. <br /> " 1400 min." indicates minimum weight of sand in Panel (Typ.) Refer SECTION A—A 0.20' A.C. Pad <br /> rear row of modules. Weight greater than 1400 Lbs. to S.P. No. A73B for Direction of Travel <br /> shall be based on manufacturer's design. details. <br /> 3. Pallets for modules to sit on may be wood, steel, <br /> or composite construction not to exceed four inches <br /> in height. <br /> 4. Lateral dimensions of pallets shall permit spacing PLAN <br /> modules as shown. <br /> 5. No more than two modules shall be placed on <br /> one pallet. <br /> 6. Pallets shall have stops or restrainers to prevent <br /> lateral shifting of the modules. <br /> CRASH CUSHION , SAND FILLED DETAILS <br /> ARRAY "A"Refer to S.P. N <br /> TEMPORARY CRASH CUSHION , SAND FILLED o. A81 For Additional Details. <br /> Median Median Median Median <br /> ! I ! I <br /> a a a a a a a <br /> w Limits of Earthwork w w Limits of Earthwork w w Limits of Earthwork a LL' Limits of Earthwork w <br /> (Misc. Areas) (Misc. Areas) (Misc. Areas) <br /> ! I (Misc. Areas) <br /> I <br /> Var. 19'-20' Var. 18'-20' 20'f Var. 18'-21' <br /> , <br /> 10' 1' 9' Place Double Thrie Beam Var. <br /> 9 -10, �T• Place Double Thrie 8—10' 10' 1 — !-�— 10' Place Double Thrie 10 — 8'-11' Place Double Thrie <br /> Beam Barrier Saw Tooth Barrier <br /> No Beam Barrier Beam Barrier <br /> Northbound Southbound 8%-10% Northbound Southbound <br /> Southbound var' %_10% -- 4 0.5' Southbound r Northbound <br /> Vor. 49-99 V .. 9 Vor. 59-109 10% -- 8% 109, 4%-10% <br /> 18�,�r Vor. _..,, . <br /> H.P. <br /> Gutter Grade Gutter Grade (0.5'-0.75' Below H.P ) <br /> Refer to Plan and Profile Sheets for limits. Gutter Grade Gutter Grade <br /> Sta. 319+00 to Sta. 333+00 Sta. 333+00 to Sta. 369+00 Sta. 369+00 to Sta. 373+73 Sta. 390+88 to Sta. 425+02 <br /> Note: Double Thrie Beam Barrier shall be constructed <br /> Won <br /> SECTIONS on Median (split of distance between E.P.'s). O <br /> Z <br /> X <br /> 0 <br /> Z <br /> W <br /> J <br /> N <br /> Z <br /> DRAVIM BY DATE SHEET TOTAL <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE CONSTRUCTION DETAILS WEST LANE MEDIAN BARRIER No. SHEEI's <br /> s�f� -�p / 'p COUNTY OF SAN JOAQUIN NO SCALE <br /> s/�/3 9��1g3 AND TYPICAL SECTIONS Eight Mile Rd. to Armstrong Rd. 6 7 00 <br /> FILE NAME DRAWER SHEET N0. ACAD <br /> C:\WESTLN\DETAILS <br />