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HomeMy WebLinkAbout3043-727 ST =9+94.94� ��. ,�,� HETTY STREET I 1O+OD.O0 =11+24.01 a MH 5 CL INT 26 10+00.00 HETTY STREET =12+6202 DIM CI EA LANE / 25 2 2 R CURB t GUTTER EIR 50 1 51 11+00 3 12+00 02-W ' 13+00 3 1 3 3 w M � 7 K i .21 Ar SEWER LATERALS LOCATION BY STATION MANHOLE SEWER LATERALS LOCATION BY STATION) LOT No. STA. T" k REMARKS LOT NO. DESIGN STA. T" A. REMARKS 10 19+24.27 R III + 24 R. HETTY STREET 24 10+26.42 R o -1 HETTY STREET 11 18+96.74 R I 8 HETTY STREET 46 10+59.54 L lo 44.2- L HETTY STREET 12 16+10.64 R HETTY STREET 47 11+40.53 L It -{- HETTY STREET 13 17+78.27 R 1 1 *11 P- HETTY STREET 48 11+70.53 L I I + G g L HETTY STREET 14 16+88.27 R l cv + 91 iz. HETTY STREET 49 12+60.53 L 1 Z + 4,3 L HETTY STREET 15 16+58.27 R (v +58P: HETTY STREET 50 12+90.53 L 117-+96 L HETTY STREET 16 15+68.27 R 15 R HETTY STREET 51 13+80.53 L -16 L HETTY STREET 17 15+38.27 R 15 4 -38 PL-- HETTY STREET 52 14+36.77 L L HETTY STREET 18 14+5227 R a.. HETTY STREET 102 16+36.58 L Igo +37 L HETTY STREET 19 13+3227 R HETTY STREET 101 17+23.64 L 11 +25L HETTY STREET 20 12+46.27 R 1 Z +44 R HETTY STREET 100 17+85.64 L -1 -}' 3 L HETTY STREET 21 12+16.27 R I Z -i- I(* V, HETTY STREET 99 18+15.64 L 8 8 g L HETTY STREET 22 11+26.27 R ( +24pFL, +24p HETTY STREET 98 19+03.74 L 0) C-3 L HETTY STREET 23 10+71.85 R 10 + -70K HETTY STREET CONSTRUCTION NOTES 1� INSTALL 8' EXTRA STRENGTH VCP SEWER �- CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 3a- INSTALL 4' EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 CONNECT LATERAL TO YANH oLE PER CITY SID DETAIL 114, CASE VI BACKFLOW PREW N70R (TO BE INSTALLED NTH PRECISE GRADING) ;7!�$!J§Wjff, 133+8721 HETTY STREET J EAN ETTE DRIVE =10+013•00 JOCELYN WAY SEE SHEET 9 52 53 102 101 100 99 � z � // \\ 6 5' PUE (TYP)g N-- ----& GUTTER - - - - - - - - -J - - - - - H 11 3 o Sn • lf4nn 17+3 3F m . . 3 18+00 3 moi"! mIrr] Wed © 0 p $� 3 ; 18 JOCELYN WAY SEE SHEEP 2 an & GUTTER R/W 17 g N=16 1 15 14 CL INT c°4 ; 15+79.04 HETTY STREET N =19+50.56 JEANETTE DRIVE toN HETTY STREET °AlE ° °TM DAIS SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT -1 �a4 COMMENCE WITHIN 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 CONDITIONS AND STANDARDS IN EFFECT. �ZEEo1ZD 1) QWa W i KI �► Q�pFtS3 4 � No. 319" ' fir U12 1) /ESS/ \ CVH��w y 7�� r, 5tl4o. 31681 * Exp. 12/31 /04 * \`r�' CIYI� �� lF CA!�F�/ 13 12 R/W ROCHELLE STREET SEE SHEET 6 98 3 co s I I 19+ 3 / LEGEND CL lk R MH MANHOLE INT INTERSECTION R/W RIGHT OF WAY LEGEND CL CENTERLINE MH MANHOLE INT INTERSECTION R/W RIGHT OF WAY SD STORM DRAIN LINE W WATER UNE ST STREET STATION 10+00.00 SEWER STATION 9 7 C� • CL INT 19+51.87 HETTY STREET =18+73.82 ROCHELLE STREET Z 40 0 40 80 1 "= 40' scale feet [::117117 YXIM11 & - I reman Inc. MY OF FONTANA, CALIFORNA LIM Fb SLACAT sa 17 A Civil Engineering • Planning • Surveying • Public Works w„ ear: SEWER PLANPLAN& PROFILE REF 1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777 HETTY 3TF�T PREPARED UNDER E SU ERVISION OF: BY. REF TMQf W.16645 OEM Bir: e H ROLD A. GARCELON R.C.E. 31681 DATE: RLBQil Jf • /� • o Z N C. I a� v 0 c o �o PO� I.S? o� u ALL %D 0 1 "= 40' 00 I M ?E: 11-21-01 �N �o C NO.: 7 ,N GOo