Loading...
HomeMy WebLinkAbout3245-3i � I i I - - - - - - - - - - - - ----------- - - - ---- - - - ---------- - -------- I - ---- ------- ------ ----------- - ----- 'H AR& AAPP ?ROXIMA 'f- ONLY- -- ---- --- NOTf'_---RIhVE_EVATI Z011A RO ... .... AND HALL 8 BY THI CONTR TOR PRIG F TO PTA�l NG. -------_------- + ---- --- + 9 ai 1300 PjK C" + + 1300 -- -- ---- ---- ---- --- -- ---- --- - - ----------- --------r --- ----------- --- ---- o NATURAL GR ND AT Lu CETTERLINE i r I + + ----------- ----- -- -- ------------------- ----------- 1 1290 290 e5 ----------- 00 110 T %3EWE PR FIM -OF ti -PROFILE Of PROP 24"RCP- lRo k w A� ------ 1280 1280 74, w .............. _s=_o.00 -- ---- ------ C14 oq moo C14 11, U . 1 200 co - ------------ - -- - - - - - - - - - - - - - - -- - - - - - --- - -- - - - - - - - - - - - - - - - - - - 5.18 UFT EXTRA STRENGTH VCP 7 VCP CONST. �2 CO iSL 257.' 2 LF 8* TRA ST ENGTH CONST. 233.94 LF 8' EXT F A STRENGTH VCP t_---------- --- ----- ----- PROFILE SCALE 8+00 9+00 10+00 11+00 12+00 13+00 14-1-00 15+00 16+00 17+00 18+00 19+00 VERT: I"= 4' HORIZ: 1' = 40' cl: ANGELS COURT 1 MARINERS WAY w SEE SHEET 5 T u > HEMLOCK AVENUE � = SEE SHEET 4 cm t4 n_ < WY 6 3 ..... 20' I + ..... 88 i2' 12 20' 18, LLJ 13 -;. - -:1o. V) 12 11 10 9 C-4 �i 8 7 tE v) C4 L V; 58 -ze %. LI_ 8 P=1292.3 co 2' 20' A- 20 V) V) P=1294,9. P=1295.9 ES P=1297.0 P=1298.2 P=1299.2 0 1� . 6 - - U-) P=1301.3 P=1302.0 + + + + + + V)N p C14 OD 1-161 r, O II+ + CD r- Uu 110.70' 48,13' 0.561 ....................... ................... .... . ....... ........ 52.62' 1 60.00' 48.27'.21.12..... ................ ....... ......... Ln 118.66 0 1 60.00' 11.73' 1 ........ ........ ...... .......... . ....... ........ ..... ......... .... PROP 8nif V) Lij c C14 A . Lo P57 morw- = 1301.4 w915conr I T- -M*66'37T I � - - - - - -- V) 014 STA. 'Ilk C14 15+09.03 INDIAN DRIVE C-4 ST. 10+00 MARINERS WAY .... ........ ........ ....... ....... ......... V ......... ... ..... .. ......... ... - .... I.. .................................. ... .................. . ........ ...... ......... ... K.v .. 43.49' 14+99.06 INDIAN DR. 07 58-36, 1.94'-j 60.00' 52.42' 60.00 60.00' 49.34' 10.66' 48.32' =10+00.00 MARINERS WAY c C. 00 W+ LOT NO. DESIGN STA. AS -BUILT STA. BACKFLOW 8 13+18 YES 9 12+57 NO 10 11 NO 11 11+32 YES 12 10+48 YES 45 8+12 NO 46 8+58 NO 47 9+33 NO 48 10+60 YES 49 11+29 YES 50 11+71 NO 51 12+29 NO 52 IZ+64 YES 53 13+67 NO 54 14+07 NO 55 14+86 NO 56 14+93 NO co +C) CN + co P rlo A 56 + 2' P=1301.f 48 49 50 51 t2 53 54 55 45 46 47 ' 52 P=1292.0 P=1292.3 P=1292.8 2 P=1294.8 P= 1295.9 P= 1296.9 3 P=1298.0 3 P=1298.9 P=1299.6 3 3 P=1300.3 P= 1300.6 o HEMLOCK $ AVENUE SEWER CURVE DATA A= IN u SEE SHEET 2 A' 8'18'21" R= 305! NORTH A'IN12 DH VE T= 2215 CONSTRUCTION NOTES: ---- -- 0 10 20 40 80 120 R= 295' CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD. NO. 109, 112, & 114 L= 42.76' SCALE: 1*=40' T= 21.42 (D CONSTRUCT 8m V.C.P. SEWER MAIN (EXTRA STRENGTH WITH COMPRESSION JOINTS) A= 11'24'25"3lJ CONSTRUCT 4' DIA. (EXTRA STRENGTH V.C.P. LATERAL WITH PLUG PER CITY OF R= 305 FONTANA STD. NO. 125 L= 60.72' INSTALL SEWER BACKFLOW DEVICE PER AWWA STANDARD PUNS T= 30.46 PREPARED BYFESS/o/v REV. REVISION DESCRIPTION DATE ENOR. CITY GATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTSPreparedn Supervision CITY OF FONTANA, CALIFORNIA FIRM: L. 4e raab engineering, inc. 06Y43% 4 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ADDRESS: 310 S. MAPLE ST., STE. D DRAWN BY - NO. 29616 yo- r, 11 SCALE: Lu SHOWN HEREON AND CARRIED FORTH N A DILIGENT MANNER, SEWER PLAN - TRACT 16216 1 40! CARONA, CA 92880 ce DESIGNED BY. DATE. TELEPHONE: A400) 272-1072 FAX: (909) 272-0166 DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO INDIAN DRIVE JULY 30. 3002 4 Exp. 3/31/03 4 BEFORE DAYS BEFORE /,/ I YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Date :0510" CHECKED 8 R py: DRAWING 29616 v I TOLL FREE 1-800-227-2600 SIGNATURE RCE DATE 'e-7- 3245 5 c A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS N EFFECT. 01-Y ENGINEER R.C.E. 51152 DATE: