W704 - W706 - Laserfiche WebLink

Home Browse Search

y 1_ Median Const. Approximate City Limit LineaEi v (Lane Line) ° ° — — — — • — - — - —1 - - - �—Const. (Lane Line) — - - - - - - - - - - - - - - - - - - - o -.- - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � c`) c c \ c — Limits of Clearing and Grubbing c I 'o 0 o Adjust Traffic Pull Box o o 2 0 c > to grade. ° 6' 2' 12' 12' 8' 6' w' o 0 0 ° E °D r^j + w �' - - - - - - - - - - - - - - - - - - - - - E.P. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Co Co *24' Pavement Reinforcing Fabric �—___ r- r N N N N N N N ; Conform �� Vag I Var•_ Conform — _ _ — _ — o Vay - - _ 10 N M: 011 0 140 15 0 0 17 CN 0 80 0 _ — m �- - - - - - - - - - - - - - - - _ _ _ _ — \\ 0.17' Asphalt Concrete Overlay - J \\�\ ¢ E•P Existing Traffic E.P. P.P. Pull Box to remain Existing Roadway \\\\ //o in place. Place 747' L.F. Concrete Curb (Type B3). Variable Depth \ \\ Q) o Shoulder Backing (Typ.) \I\II J o Remove portion existing curb. ■ See Sheet No. 3 for details I II 0 I E 25 of curb median areas (Typ.) CONSTRUCTION NOTES See Sheet No. 3 for details o III I 0 m III I a, TYPICAL SECTION of curbed median areas III :2I I 0 + + 1 . Placement of asphalt concrete (Sta. 10+40 to Sta. 84+00) surfacing shall not begin until asphalt * 36' sta. 7s+So to sta. 84+00 concrete used in pavement repair has (on thru traffic and left turn lanes) I + 5o A.C. been in place for 36 hours. Trans. 0.17' A.C. overlay — ^ 2. Contractor shall scarify soil adjacent BEGINNING OF PROJECT ppvv� to pavement to a depth of 6 inches o Essz and blend shoulder backing materiala� �9 prior to compaction. Limits of this No. 21258 work is confined to intersection radii * Exp. 9-30-01 at Morada Lane. Payment for �� Clvi blending shall be considered as included FOF CAL`Fo) in the contract unit price paid for err shoulder backing. l/ 7Il• c2. LEGEND 3• All shoulder backing work (except for Variable Depth Asphalt Concrete Overlay final grading) should be completed prior to placing asphalt concrete 0.00' Depth Asphalt Concrete Pavement Planing surfacing. ; u ■ Limits Asphalt Concrete Pavement Planing 1_4 ■ d w Variable Depth Asphalt Concrete Overlay (Median) Q ■ 110$ V 1 10 C o Asphalt Concrete (Miscellaneous Areas) p 0 t c o P•P. Power Pole Z E w a Existing Conc. Curb to _J rn °' E o remain in place (Typ.) m+ m W LJ Existing Traffic Loop a a� Const. (Lane Line) 0 > W Exist. �� Bridge No. 29C-123 1 Dw t 1 Ad ust Traffic Pull Box ,.� U E / Y• j -oDwy. \\ \ to grade. + we ar - -r—== - - sem s - - - - - - - - - - - , O 10 � M 4 1A 0) a) N t01AOoo � � oa000 0 ° ° 00000000 0 0 000 0 0 0 000 o co co t0 t0 ` N Ih O 00 N � L c(0 n m O 1 ON pq It LO + + + + + + + + + - - - - - - - - - - - - A—+ + + + + + + + + + + + ri � - - - - - - - - - - - - - - + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E.P. — - - - - - - - - - - - - - - E.P. iD i0— - - - - - - - - — 4r� r�� r1 �' LJ LJ LJ LJ N N N N N >O 11_ _ LJ—LJ 0 32 35 36 37 38 0 0 77 0 0 78 80 0 81 r� 82 83 84 7 r4 ri r, r, ° NLL N N N N N O LJ co ^ LJ LJ\ LJ LJ N N — — — s Exist. / J _ _ E P ' Dwy. E P _ �_ _ �Exist. Traffic Pull Box Exist. 1 and Standard to remain \ Dwy, 1\ \ ( + \ in place. Place 12.5 L.F. MBG R� \ \ M o a \\ Existing A.C. dike \\\ \� Remove and Salvage f Existing A.C. dike Place 774 L.F. Concrete + o o \ to remain in place. A.C. Leveling MBGR End Section to remain in place. Curb (Type B3 . 1 (Mist. Areas) (25 L.F.) yp o �, ■ Exist. Pacific Bell Remove portion existing ° 50' E Station 31 +70± (Rt.) 0 (Remove and v curb. o o- o vault (4'x6') to remain Place A.C. Overside Place Terminal System -0 Dispose Posts and a o + c in place. Refer to S.P. D87B (Type SRT) per S.P. A77L m Blocks) Asphalt Concrete (Mist. Areas) (Dated July 1999) 0° 0 a o v w � cE M E w E 0) � o0 0+ N 0 0 + m + w + 1J r� c0 C c 6140'± to oo + N + c� + c°) N (Taper) o ° N N z 0 M 0.17' A.C. Overlay 120' A.C. Trans. 140' A.C. Trans. 0.17' A.C. Overlay 100' A.C. Trans. 0 z w z g END OF PROJECT LJ w Q z DRAWN BY DATE PROJECT ENG'NEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RE06MMENDED DATE SHEET TOTAL U t7.f3, 5abinlano COUNTY OF SAID! JO ,QUlN NO SCALE TYPICAL SECTION WEST LANE ( NORTHBOUND) RESURFACING N0. SHEETS PIAN Morada Lane to Eight Mile Road (Northbound Lanes) z 3 FILE NAME 7T DRAWER SHEET N0. ACAD REVISIONS DATE OGC1 I W -705