Loading...
HomeMy WebLinkAbout4742-13■ W W N■ ■m ■ ■ cn tz w W co FOOTHILL BLVD. (WESTBOUND) ■ w w■ ■Wco W ■ J m w■ 5 z ■ --ll ■U x 122852 x 1228.81 X 31 x 1229.17 ■ X12: J 5 .� Q■ ■ ■ x 1227.55 x 1227.83 1228.G3 ■ _. - - -— _ -- - = TIr I - --- - T x'.22�,r:,-� x � «8. 7H , 1229.0Px _. 3�; ■ x1� x 1227.79 3 ■ 1 ,x�2o n1 ■ x 12 3 a x,22'^ ■ I I ■ I ■ FOOTHILL BLVD. (EASTBOUND) ■ ■ W■ co ■ co ■ ■ W R ■ FOOTHILL BLVD. (WESTBOUN ) ■ W co o■ ■ z m■ ■ ma■ 5 ■ ■ __ ■ ■ x 122Q 5n x 1220-, F -3 �, , ^.23 ■ ■>0 rILIr-� r ■ LL =- O ■ ■ x 1229.74 x 1230.09 ■' 1 L ■ ■ x 1229.75 , 3 ■ I I - ■ x 1?z. ■ i FOOTHILL BLVD. (EASTBOUND) ■ CONSTRUCTION NOTES O INSTALL ROCK BOULDERS PER DETAIL, SHEET 3. 2O INSTALL WASHED COBBLESTONE DRY STREAM BED PER DETAIL. SHEET 3. O EXISTING 6" P.C.C. NATURAL GRAY CONCRETE CURB PER CIVIL GRADING LEGEND ENGINEERING STREET IMPROVEMENT PLANS FS FINISH SURFACE O INSTALL COBBLESTONE BANDING PER DETAIL, SHEET 3. HP HIGH POINT SEE CIVIL ENGINEERING STREET IMPROVEMENT PLANS 1305.00 SPOT ELEVATION POR MEDIAN LAYOUT/ DIMENSION. x 1223.16 EXISTING ELEVATION O INSTALL COBBLESTONE ON MEDIAN. SEE CIVIL ENGINEERING STREET IMPROVEMENT PLANS FOR MEDIAN LAYOUT/ DIMENSION. oQaofEssroy� 1199.05—' NEW GRADE ������,h �Asr,� Fye, Q.Ec�� c>uw%Nc? FLOW LINE O INSTALL 8"0 ABS DRAIN, TYPICAL. SEE WASHED COBBLE DETAIL ON W =� C78�44`� SHEET 3. CNIV 1 t gTFOFCAt�F� SEE SHEET 2 FOR GENERAL GRADING & CONSTRUCTION NOTES < ANDSC,,p . CITY FONTANA � SECTION 4216/4217 OF THE GOVERNMENT FOOTHILL BLVD ��� ��-1 J "'e�+y'� GRADING/ CONSTRUCTION PLAN MYDRA"�I"NO. CODE REQUIRES A DIG ALERT IDENTIFICATION LANDSCAPE MEDIAN _� o� �• o� oy4742 NUMBER BE ISSUED BEFORE A PERMIT TO CITY OF FONTANA ° m Dw►wN BY: FOOTHILL BOULEVARDSCALE::. » EXCAVATE WILL BE VALID FROM ILEX STREET DESIGNED =10 -o FOR YOUR DIG ALERT I.D. NUMBER CALL CALIFORNIA, 92335 � � � � � DESIGRN�E MBY: FROM ILEX STREET DAM UNDERGROUND SERVICE ALERT TO CHERRY AVENUE `�� �~ ,r TO CHERRY AVENUE 08-2�s TOLL FREE 1-800-227-2600 ��F of CM-�FC�� CHECKED BY: .��,p'�ivµ� 1( 12 0 DRAwM� No.: 13 il TWO WORKING DAYS BEFORE YOU DIG r Rev Rev�saN oescRirnoN DATE cmr DAA F'pQ G 1 E N6 rNEER QCT 11$2 �t'7�2 691