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Home My WebLink About3893-377 7= t -4 -PROP.., PoAitlER -ANO RW - AAV tz Z7 PROPOSED 7 4 4, pf �7z# Z=41 zzzzl ROPOSED, r=-, .......... 4 -7 iRFA who . ....... . :�o� - --------- -4 7:r- 4=7 t 7- 7'�!r !4 -- ----------- All 7 4p, - - . . . ......... 3w 40 _T 7 !-�A57-t F' 77 _:r_l =Z7 7Ao PROFILE SCALES -=40, HORIZ.: I 4 VERT. 1 "=4' POW. *0 LM 'A -f STA. 11+20.54 EC 12+00 13+00 14+00 15 + 16+00 17+00 10+00 11+00 SEE PROF7LE STA. 11+05.6 HEREON E77 AT& 10+01.77 k A I-ELEV. "S" =1566.63 IN C-. y S 5 /i�1.0+00.00 C IN T. PROP. K LINE *A-1" 18, 1 WA 2' 90 T. HAT 2- 'N LAT SD_ 10+ 70 -7 T, DATA 1-Z 11.0 -,STA. 12 Lv STA: 13+15�2 4' IF , 'I Lo- 576.90 _60T.-41 TEL$ TOP 18' SSD -&l 73.06 2 - 1� N 1, 1 7 -�,,,STA�__13+1 7 2' GAS X-ING 85.5 t_ 1\ \ 4_11V . Wo Lm ow 88.3 89.0 3w� BOT. 2� GAS -0576-88 SEE PROF7LE t TOP 18" W 1573.07 -,) r" 1 A 00. 00 LINE clvji�rl A EXIS-TIELEC., TEL., AND CAKE' EXIST' 2' GA� > STA. 13+17.12 BC 84.4 16+ .06 BC,-, STA. J6+22.90 EC STA. 1 5. PRC 3+ 4 Q k, SW DUAL V HEREON col lai LAT 7f -r c + 10 H. SHA _T D*G. NO. 3429 STA,_ 4+39.40 OSPREY COURT CIL INT. ..T ".v r A ;T - - Air, cy t, A EC v IF PROP. B- I ELE.. EX. 36 * RCP LINt PH' D%G. NO. 3429 7,, - SHEET 3 IS 10 AM SHEET 3 OF 10 X, HtmtUF4 57A. 16+30.03 LINE io C CONSTRUC11ON NOTES LAT 7+-4' SEE SHEET 2 OF 10 -STA. 16+92.42 LINE "H" CA r --\STA. 16+88.45 POC EX. 45' 4CP D *G. NO. 3429 ,�TA. 17+29.27 LINE -H- CIL 1INt.1 \=-'(1574.30 INV.) CONSTRUCT 18" RCP (D -LOAD PER PROFILE) LINE "H*,' -STA. 1+26.55 CRANE ST. CIL D WG. NO. 3429 END REMOVAL OF EX. 36" RCP LA9 iF-f 86.2 CONSTRUCT MANHOLE PER APWA STD. DWG. NO. 321 -1 SHEET 3 84.7 0_0 I / I STA. 16+92.42 LINE -H- C/t INT. SEE SHEET 2 k I I CONSTRUCT MANHOLE PER APWA STD. DING. NO. 322-1 STA.16+30.03 LINE -A- CIL 3 11 STA. 12+75.85 LINE -H- CA INT 90.0 3 C f�_rs EXIST. 27t'GAIS -STA. 13+11.38 DUNCAN CANYON RD. CAL 411 4 CONSTRUCT DROP INLET PER RCFCD & WCD STD. DWG. NO. CB 110. 1 49 POC �TA. 16+93. (�) (15 74.38 INV.) Ln LME REMOVE INTERFERING PORTIONS OF EXISTING 36" RCP. SEE SHEE, 1R, 11 43 1401 -11 1�' If c v I\- BEGIN REA40VAL OF EX. 36* RCP CONMCTOR TO VERIFY PRIOR TO DM. NO. 3i29- c CONSTRUCT CONCRETE FLARED END SECTIONS PER CALTRANS STD. DWG. NO. D94B. CON57RUC77ON LITY LINE "A REMOVE INTERFERING PORTIONS OF EXISTING 30" RCP AND CONCRETE COLLAR. DE7A/L "A l" =5# SAIS OF HEARINIM LEGAL DEDW I OWNERIDEVE-OPER BEAFEM AFE ON 7W WEffrEFILY LINE OF 0,ft, I ion ALBUS-409% and A890C, 'No RECORD DRAWIN6 %5 JUNCTION STRUCTURE DATA 0 -am 9MLAI= LW%lwv%jhAml59rr 2290 W4rdm Cirdo, Sde 150 = K AnTwrodo Sb-" I Film rwon I rl�~ I %awpws I 1-.n %N- 0=%.p I mom Am, 1 %owwriarw ==MA 0% CRAULAmmmm %.N- 0% rNin 1 F�" %N- 1 r= rvwn 1 r=pw 1 V-% %N- 0=%o I Pin sm pw%w 0% F-wn I %in I NQVK RANGE 6 WEffr, GM BERNANDM k49NXW V4 OF IIIIECTION 24 WTH OF TOWN*V I NOMK RAN13E 6 WEffr SM BERNARDM I648WXW COUINTY OF SM Caw* CA 928W Arahsb% CA 92906 AS OHOWN ON TM ANEMM MAP OF 7P.Wr WK AFUM. Pts (909) 279-4000 PtP (7M) 630-M" MM N BOOK 29D OF MAM AT PAMB 48 7HP"M Fow- (909) 273-2100 Far- (714) 630 -IM 4M flCLMff#lE, IN 7M OFV4M OF: 7M OOUNTY Fazywova ew rAm maqudArrimn eyxjwrry rA:vwn M41NLINE DELTA/BEARING RADIUS LEN./DIST. TANGENT A N32*54'50"E - 100.93' - @ 71-03'19" 22.50' 27.90' 16.07' END REMOVAL a 7*27'54" 22.50' 14.71' 7.63' DE7A IL 9B 9 N00 -4V I a0 " W - 240.32' - E 58*09'31" 22.50' 22.84' 12.51' F N5702856"E - 7.12' - UG N45* 1 2'27"W - 11.03' - 45*00'00" 22.50' 7.67' 9.32' NOW 1 2'27"W - 76.90' - 1 38002 9 14 " 22.50' 14.94' 7.76' CK) N38-14'41 "W - 4.00 9 - j EC v IF PROP. B- I ELE.. EX. 36 * RCP LINt PH' D%G. NO. 3429 7,, - SHEET 3 IS 10 AM SHEET 3 OF 10 X, HtmtUF4 57A. 16+30.03 LINE io C CONSTRUC11ON NOTES LAT 7+-4' SEE SHEET 2 OF 10 -STA. 16+92.42 LINE "H" CA r --\STA. 16+88.45 POC EX. 45' 4CP D *G. NO. 3429 ,�TA. 17+29.27 LINE -H- CIL 1INt.1 \=-'(1574.30 INV.) CONSTRUCT 18" RCP (D -LOAD PER PROFILE) LINE "H*,' -STA. 1+26.55 CRANE ST. CIL D WG. NO. 3429 END REMOVAL OF EX. 36" RCP LA9 iF-f 86.2 CONSTRUCT MANHOLE PER APWA STD. DWG. NO. 321 -1 SHEET 3 84.7 0_0 I / I STA. 16+92.42 LINE -H- C/t INT. SEE SHEET 2 k I I CONSTRUCT MANHOLE PER APWA STD. DING. NO. 322-1 STA.16+30.03 LINE -A- CIL 3 11 STA. 12+75.85 LINE -H- CA INT 90.0 3 C f�_rs EXIST. 27t'GAIS -STA. 13+11.38 DUNCAN CANYON RD. CAL 411 4 CONSTRUCT DROP INLET PER RCFCD & WCD STD. DWG. NO. CB 110. 1 49 POC �TA. 16+93. (�) (15 74.38 INV.) Ln LME REMOVE INTERFERING PORTIONS OF EXISTING 36" RCP. SEE SHEE, 1R, 11 43 1401 -11 1�' If c v I\- BEGIN REA40VAL OF EX. 36* RCP CONMCTOR TO VERIFY PRIOR TO DM. NO. 3i29- c CONSTRUCT CONCRETE FLARED END SECTIONS PER CALTRANS STD. DWG. NO. D94B. CON57RUC77ON LITY LINE "A REMOVE INTERFERING PORTIONS OF EXISTING 30" RCP AND CONCRETE COLLAR. DE7A/L "A l" =5# SAIS OF HEARINIM LEGAL DEDW I OWNERIDEVE-OPER BEAFEM AFE ON 7W WEffrEFILY LINE OF 0,ft, I ion ALBUS-409% and A890C, 'No RECORD DRAWIN6 %5 JUNCTION STRUCTURE DATA 0 -am 9MLAI= LW%lwv%jhAml59rr 2290 W4rdm Cirdo, Sde 150 = K AnTwrodo Sb-" I Film rwon I rl�~ I %awpws I 1-.n %N- 0=%.p I mom Am, 1 %owwriarw ==MA 0% CRAULAmmmm %.N- 0% rNin 1 F�" %N- 1 r= rvwn 1 r=pw 1 V-% %N- 0=%o I Pin sm pw%w 0% F-wn I %in I NQVK RANGE 6 WEffr, GM BERNANDM k49NXW V4 OF IIIIECTION 24 WTH OF TOWN*V I NOMK RAN13E 6 WEffr SM BERNARDM I648WXW COUINTY OF SM Caw* CA 928W Arahsb% CA 92906 AS OHOWN ON TM ANEMM MAP OF 7P.Wr WK AFUM. Pts (909) 279-4000 PtP (7M) 630-M" MM N BOOK 29D OF MAM AT PAMB 48 7HP"M Fow- (909) 273-2100 Far- (714) 630 -IM 4M flCLMff#lE, IN 7M OFV4M OF: 7M OOUNTY Fazywova ew rAm maqudArrimn eyxjwrry rA:vwn M41NLINE LATERAL STRUCTURE TYPE EXSIT. LAT "H-2" B T DWG. NO. 3429 D2 L SHEET 2 STA STA +37.33 (1566.64 IN 1566.16 INV.) BEGIN REM L END REMOVAL OF EX. 30' P OF EX. 30" RCP 36n --- DE7A IL 9B 9 1573.61 1" =5# LINE "A- 1 M. H. 321 -1 45'00'00" 180 PROP. WO LINE PA 0 1 24" 4.67' 1573.60 ---- STA.1 16+82.08 BC (1974.19 INV. 1 r% 7 149 ELEV. `R" EC v IF PROP. B- I ELE.. EX. 36 * RCP LINt PH' D%G. NO. 3429 7,, - SHEET 3 IS 10 AM SHEET 3 OF 10 X, HtmtUF4 57A. 16+30.03 LINE io C CONSTRUC11ON NOTES LAT 7+-4' SEE SHEET 2 OF 10 -STA. 16+92.42 LINE "H" CA r --\STA. 16+88.45 POC EX. 45' 4CP D *G. NO. 3429 ,�TA. 17+29.27 LINE -H- CIL 1INt.1 \=-'(1574.30 INV.) CONSTRUCT 18" RCP (D -LOAD PER PROFILE) LINE "H*,' -STA. 1+26.55 CRANE ST. CIL D WG. NO. 3429 END REMOVAL OF EX. 36" RCP LA9 iF-f 86.2 CONSTRUCT MANHOLE PER APWA STD. DWG. NO. 321 -1 SHEET 3 84.7 0_0 I / I STA. 16+92.42 LINE -H- C/t INT. SEE SHEET 2 k I I CONSTRUCT MANHOLE PER APWA STD. DING. NO. 322-1 STA.16+30.03 LINE -A- CIL 3 11 STA. 12+75.85 LINE -H- CA INT 90.0 3 C f�_rs EXIST. 27t'GAIS -STA. 13+11.38 DUNCAN CANYON RD. CAL 411 4 CONSTRUCT DROP INLET PER RCFCD & WCD STD. DWG. NO. CB 110. 1 49 POC �TA. 16+93. (�) (15 74.38 INV.) Ln LME REMOVE INTERFERING PORTIONS OF EXISTING 36" RCP. SEE SHEE, 1R, 11 43 1401 -11 1�' If c v I\- BEGIN REA40VAL OF EX. 36* RCP CONMCTOR TO VERIFY PRIOR TO DM. NO. 3i29- c CONSTRUCT CONCRETE FLARED END SECTIONS PER CALTRANS STD. DWG. NO. D94B. CON57RUC77ON LITY LINE "A REMOVE INTERFERING PORTIONS OF EXISTING 30" RCP AND CONCRETE COLLAR. DE7A/L "A l" =5# SAIS OF HEARINIM LEGAL DEDW I OWNERIDEVE-OPER BEAFEM AFE ON 7W WEffrEFILY LINE OF 0,ft, I ion ALBUS-409% and A890C, 'No RECORD DRAWIN6 %5 JUNCTION STRUCTURE DATA 0 -am 9MLAI= LW%lwv%jhAml59rr 2290 W4rdm Cirdo, Sde 150 = K AnTwrodo Sb-" I Film rwon I rl�~ I %awpws I 1-.n %N- 0=%.p I mom Am, 1 %owwriarw ==MA 0% CRAULAmmmm %.N- 0% rNin 1 F�" %N- 1 r= rvwn 1 r=pw 1 V-% %N- 0=%o I Pin sm pw%w 0% F-wn I %in I NQVK RANGE 6 WEffr, GM BERNANDM k49NXW V4 OF IIIIECTION 24 WTH OF TOWN*V I NOMK RAN13E 6 WEffr SM BERNARDM I648WXW COUINTY OF SM Caw* CA 928W Arahsb% CA 92906 AS OHOWN ON TM ANEMM MAP OF 7P.Wr WK AFUM. Pts (909) 279-4000 PtP (7M) 630-M" MM N BOOK 29D OF MAM AT PAMB 48 7HP"M Fow- (909) 273-2100 Far- (714) 630 -IM 4M flCLMff#lE, IN 7M OFV4M OF: 7M OOUNTY Fazywova ew rAm maqudArrimn eyxjwrry rA:vwn M41NLINE LATERAL STRUCTURE TYPE A B c DI D2 L ELEV. "S" ELEV. NR" LINE "H" LINE "A" M.H. 322-1 45'00'00" 180 2.32' 36" 36n --- 1573.63 1573.61 LA T. "H - 2" LINE "A- 1 M. H. 321 -1 45'00'00" 180 --- 24" 24" 4.67' 1566.63 ---- GRAPHIC SCALE 40 0 20 40 80 1 40' Nomm ww2c YAW. I I I I BENCH MARK: 0 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE AEI�tCASC COYOTE CANYON INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL AMR M. F- rN-� C:i I r--� E E P, I r-�J (::i DRAV0N BY- TRACT 16326 SCALE: SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 FEET WEST OF THE CENTERUNE OF CHERRY AVE. AND 37 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, NO 66068 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. WA7TE 'QUALITY LINEW ASSHOWN FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp.06-30-06 PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY- WAT UALITY LINE "A -l' DATE: ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND A.T. N AND PROFILE JUNE 2005 YOU DIG YOU DIG I I PREPAREQ B ARIC M. ARREYSON R.C.E. NO. 66068 OiECKED BY- VED B- DRAVANG NO.: CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD STANDARDS IN EFFECT. OF C EXP. 44�W: 0 -30- MWDSC 3 INCH BRASS DISK STAMPED *33A 1992". TOLL FREE 1-800-227-2600 0;�� f, y A PUBLIC SERVICE BY UNDERGRMAID SERVICE ALERT V� - C.V.ACM 3893 DATE. NAVD 88 - 1508.56 (FEET) RECORD DANA WIN&S I slo6l,4 A4 r 10 J4 04 dTY ENW PWA R.C.E. 51152 DA:ff-- g 01c z i