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HomeMy WebLinkAbout4897-4-C E L 1677. 7 LA26 T R A T 1687 + XN s / PROP. 6 WALL W/ RET ,� Q�, d" 00 0 o • / TR. 16875 CoQ LOT99A99 27:2=n2:� �_a .......... .. ............................... ....................... .. .... .. .. .,........ ��. P . l� 1b ................. �� .. .......................... .................. ............. ..�.. .............. �° OQ ETAIL 4—A SCALE: 1"=10' .; O ' �0 J � I �1n • _'n (v� I 4 6800 �L �-61_---+ TRAC 1 687z ® G L rn o 0 4 WALKWA �O o� 0 s� o u� 677. �r0.0 ^Iy1�I�1 1^'• I • • • � WQMP NOTES O CONSTRUCT 2' CURB OPENING PER DETAIL 10-A & 10-B ON SHEET 10. 0 INSTALL 4"_8" ROCK RIP -RAP AT CURB INLET PER DETAIL 10-A & 10 -Al ON SHEET 10. 0 CONSTRUCT 6" TO 8" CURB TRANSITION PER DETAIL 10-C ON SHEET 10. ® CONSTRUCT MODIFIED UNDERSIDEWALK DRAIN/ RECTANGULAR DRAIN PER CITY OF FONTANA STD. PLAN NO. 3001 (SIZE 3=15 7/8'X4 1/2" OUTSIDE DIMENSION) o 0 INSTALL UNDER SIDEWALK DRAIN/TYPE L ADAPTER PER MODIFIED CITY I OF FONTANA STD. PLAN NO. 3001. SEE DETAIL 10-D & 10-E ON SHEET 10. O7 SWALE INTERRUPTION - INSTALL 4" PVC SDR -35 PER J DETAIL 11 A ON SHEET 11. Q co Z�4_ SCALE IN FEET 10 20 30 1 00 r6 D677.89FS COQ F� 2 TOP �WAIE � 61 0,� Q 2 BCR (011tiF, 7 / 01 n . 5 11 S�P� WALKWAY v 10 I i 1bo- �0 678. OFL I 678.63,FL S27.2 ;%� \v ����' ?� 6''90�r— ro swaLcTC r \1 DETAIL 4—B SCALE: 1"=10' W NOTE: SWALE SIDE SLOPES NOT TO EXCEED 3:1. WHEN DEPTH OF SWALE REQUIRES MORE HORIZONTAL SPACE THAN PROVIDED, TEMPORARILY REDUCE THE SWALE BOTTOM WIDTH TO ALLOW FOR WIDER SIDE SLOPES. SEE EXAMPLE SHOWN ON DETAIL 11—A SHEET 1 1 . SEE SECTIONS ON SHEET 9. 40 .l 679.79cn 679.63FS FS 0 — — _TOP SWALE 6 F�'109 X78.76 L !oil \ 0 2 ��- \JV lop 10 lu RW IND r -- of F1�i�`ILt F1 _f IM''l9l.fAW//t-1,:lAdj1&jWFJ '/TRUS HEIGHTS NORTH SPECIFIC PLAN, BENCH CAL TRA SABENCHMARK #8-1Z A RKi 18-17 BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOVER 343 NORTH OF HIGHLAND, 0.2 MI VEST OF SAN SEVAINE RB., 2.65 MI VEST OF SIERRA AVE ELEVATIONS 1428.sos A O o DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600STANDARDS A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WI THIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDI TIONS AHD STANDA RDS IN EFFECT. Q N,� ��. qF,y ,q ��_ 3 No, 36637 c Expi 06-30-12 �� q �rvz�- CA Preporid Under The Supervision of : PREPARED IN THE OFF/CE OF MADOLE AND ASSOCIATES, INC. 93R2NCHOS� UCAMONGANUCA 91730 30 P NE (909) 481-6322 e l/ E 6 37 EXP. 6— 0— 2 WENDELL L. IWA TSURU C/ T Y OF FON TA NA, CAL /FO RN/A /A/JP EN S TREE T PA RK V �/A Y RO VEM T DRAWN BY TY TRACT 16873, 16874, 16875 WQMP ,, GRAD/NG SCALE: As SHOWN BASIS OF BEARINGSi THE BRG. NO89'S9'31'E ALONG THE CL SUMMIT AVE AS SHOWN ON TR. NO. 16427-1, M.B. 296/7-11. DESIGNED BY Ty DATE: JAN. 2011 ' CHECKED BY.- MB P D BY DRAWING NO.: 4897 4 11 C ENG/NEER R.C. .51152 DATE1