Laserfiche WebLink
SITEMORK SPECIFICATI�� a <br />BEVERLY PARK SUBSTAT1uN <br />6. <br />,�.DWG. N0. 0-4177 <br />REY. 0 <br />PACE 3 <br />depth of 12" or as epecified on Drainage Plan, D-7463. <br />When dumping or placing, caze ehall be used eo as not to <br />disturb the underlqing material. <br />8. The etone for .riprap shall De hard, sound and durable. <br />I[ shall be free from segregatlon, seams, ctacks, and <br />other defects tending to des[roy its zesis[ance to <br />veather. Riprap shall be free of tock fines, soil, or <br />o[her extraneous material. Stone shall be 8 to 6 Snch <br />ln size. <br />FINISHED GRADING AND SURFACING <br />A. Finished grade shall be as specified on [he Grading, <br />Fencing 6 S[reet Improvement Plan D-7462. <br />B. The statlon yard shall be sutfared vith a three (3) <br />inch [hick yard course, except the area vi[hin thc SPCC <br />curb vhich shall have an el�ven (11) inch yard course. <br />Yard course material shall be Sn accotdance vith PS16L <br />Standard SpecifScatlon 3112.0365, 'Aggregate, Crushed, <br />for Yatd Course". <br />Haterial graded finer [han that specifled in the Standatd <br />Specification wlll not be accep[ed. <br />C. The entrance and s[atlon drivevays (excep[ those portions <br />to be paved) and an area extending five (5) .eet beqond <br />[he station fence shall be eurfaced vith a three (3) inch <br />thick [op couzse. Top course material shall be in <br />accordance with PSPSL Standard Sper_ification 3112.0363, <br />'Aggregate, Crushed, for Top Course", and shall be com- <br />pacted to 95X maximum dry densi[y as determined by ASTH <br />D-1557 (latest). <br />D. Tha[ portion of the si[e and adjacent s[reet deslgnated on <br />[he Gtading, Fencing 6 Street Improvement Plan, D-7462, [o <br />be paved vi[h asphal[ concre[e shall be surfaced vi[h <br />thtee (3) inches of asphalt concre[e underlaid by a 1-1/2 <br />inch thick [op course. Top covrse material shall be in <br />accordance vi[h PSP6L Standatd Specification 3112.0363, <br />"pggregate, Crushed, for Top Course", and shall be <br />compac[ed to 95X maximum dry density as determined by ASTM <br />D-1551 (la[est). Asphalt concrete material and placement <br />shall be in accordance vith PSP6L Standard Prac[ice <br />3114.0347, "Paving, Asphalt Conctete'. <br />Portland cemen[ concrete drivevay en[tances, curbs and <br />gutters, and sidevalks shall be ln accordance ai[h <br />requiremen[s of the plan and the governing code. Cemen[ <br />concte[e shall be in accordance vl[h PSP6L Standard <br />Specification 3112.0343, "Concrete, Structural". <br />DC-4518.5 <br />