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PH059670
w vi VICINITY MAP f CONVENTIONAL SYMBOLS FOR EXISTING TOPOGRAPHY CURB -------- CURB a GUTTER GUTTER PAVEMENT CONCRETE MACADAM WALK BARRICADE X X X BUILDING DEAD MAN, GUY POLE 6 FENCE X X-- X FIRE HYDRANT K)m MANHOLE PIPE :3 POLE 0 R. R. XING POST SIGN SIGNAL CONTROL BOX C7 SIGNAL FLASHING TRAFFIC (� STANDPIPE 0 STREET LIGHT TREESPALM OTHER VALVE b WALLS BRICK CONCRETE STONE201 WELL OR VAULT c LOS ANGELES COUNTY ROAD. DEPARTMENT CASH CONTRACT NO. 2193 DIAMOND BAR BLVD. COLD SPRING LANE TO GRAND AVE. PROJECT LOCATION SHEE-1 SNEES 4 _ Q � SNEE co N } m r 1/MQvlO D\N TOTAL LENGTH 1.12 MILES . KEY MAP SCALE P' = 1000' ,o Y = r 71rR. SNEE% tI cp 180D. .79 \lcn W INDEX OF SHEETS SHEET NO.I TITLE SHEET SHEET NO.2 TYPICAL SECTION SHEET NO. 3-5 PLANS CONSTRUCTION LEGEND ITEMS UNDERLINED TO BE CONSTRUCTED OI PORTLAND CEMENT CONCRETE CURB AND GUTTER. 2O PORTLAND CEMENT CONCRETE CURB, O3 TYPE I ASPHALT CONCRETE CURB. ® PORTLAND CEMENT CONCRETE GUTTER. O3 4" PORTLAND CEMENT CONCRETE SIDEWALK. © 6" PORTLAND CEMENT CONCRETE SIDEWALK. O7 PORTLAND CEMENT CONCRETE PAVEMENT ON CRUSHED AGGREGATE SASE, U TYPE I ASPHALT CONCRETE �IVEMENT- SHED AGGREGATE BASE. 10 TYPE I ASPHALT CONCRETE PAVEMENT,;"ABLE THICKNESS. II TYPE II ASPHALT CONCRETE PAVEMENT. Q TYPE II ASPHALT CONCRETE PAVEMENT ON CRUSHED AGGREGATE BASE, i3 TYPE II ASPHALT CONCRETE PAVEMENT, VARIABLE THICKNESS. ® DRIVEWAYS AS SHOWN ON DRIVEWAY LIST. l5 STANDARD ALLEY INTERSECTION. 16 STANDARD CROSS GUTTER. I7 INTERSECTION PROFILES AS SHOWN ON SHEET INDICATED. 18 DRAINAGE SYSTEM AS SHOWN ON SHEET INDICATED. I® HOUSE WALK AS SHOWN ON WALK LIST. STEPS AS SHOWN ON STEP LIST. C" ABOVE THE LINE, THE CODE INDICATES THE TYPE OF STANDARD OR THICKNESS OF SURFACE MATERIAL IN INCHES. SWee Defail A,8 BELOW THE LINE, REFERENCE TO DETAIL OR THICKNESS OF BASE MATERIAL IN INCHES. STANDARD REVERSE TAPER. STANDARD PARABOLIC FLARE. CURVE DATA SHOWN IN TABLE ON PI -AN. IIIIIIIIIIIIIIIII IIIIIII IIIIIII II 'PH059670` APPROVED j. 46 � 7 �— SUSIN�T�1TED i �EIF= rGBT�i'ti� ►di'� REVIEWED YA NAME PROJECT DIAMOND BAR BLVD. DATE BY PROJECT ISHEET I OF-5-- REVISIONS NUMBER 219:5 . NO. � NtQCVL9IK® LA 3765 K'G sm"IM..IYI