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Home My WebLink About3046-24$5 1475 rAl 1465 x W 16`W u 8" EXTRA STRENGTH VCP 8" EXTRA STRENGTH VCP 10+00 Go g3 11+00 12+00 13+00 i� CL INT REDHEAD WAY CL INT. ♦� to O> W DESIGN STA. "AS BUILT" STA. PINTAIL WAY O B Z p 2 SEE SHEET 3 =10+00.00 GADWALL WAY 3 to 1-- m N@ 1~ W Nw CL INT + cLt W 1 67 p to Co SEE SHEET 4 9+99.98 BRANT DRIVE 16+96.35 $ BRANT DRIVE 85 16+12.85 R L" t l =10+92.00 PINTAIL WAY �Z1�<+'} NmNC9 Z I I � I I I + + 94 I + 3 �O N �oU < W BRANT DRIVE �- 11 u I J1 I M g NO 21+47.44 I BRANT DRIVE CY! I OR w ►� Q 43 44 �+; LUN tL' U 11 78 cc °° U B3C BRANT DRIVE - 3 - l R/W & GUTTER 18 I I I Q W >C 12+1&35 3 \ 74 ACR \CURB Co 1 BRANT DRIVE 92 11+88.35 R BRANT DRIVE I cc Z I ABOVE I R W 82 18+28.35 R BRANT DRIVE 5' PUE (TYP) // `� n N SD i! 1 5' PUE (TYP) nn 10♦00 1 - 11 tr` I I N89.48'4rW 3 N N89 -48'42-W(3 3 --------------.--- � -��'- W W /, -------- ------- - - - - - - CURB do GUTTER -- - R/W -----Y- 5' PUE (T) `a S 1 `� 1 A nn nn - W g s s= < + + V I �_ W r� ca ♦ Z O ++ ± O 3 40 N W I I O 1Wa1En I Of � 3 3 3 N � 3 NZ W� � 93 �� 92�z 91 90 89 +�) Nt pU N (n En a� N N 4 2 8" EXTRA STRENGTH VCP E'#iI:iaLL lza:«� 8" EXTRA STRENGTH VCP 1475 �z aot6 1465 14+00 15+00 16+00 17+00 Go g3 21+00 22+00 CANVASBACK WAY Cl- INT i� CL INT REDHEAD WAY CL INT. ♦� to O> W DESIGN STA. "AS BUILT" STA. 16+95.10 BRANT DRIVE O B Z p 2 SEE SHEET 3 =10+00.00 GADWALL WAY 3 to 1-- m N@ 1~ W Nw -- + cLt +- (M --J 1 67 p to Co 5' PUE (TYP) s 69 16+96.35 $ BRANT DRIVE 85 16+12.85 R Co C1 �Z1�<+'} NmNC9 O♦ + + I I I + + 8 3 + 3 �O N �oU I BRANT DRIVE �- 11 u I J1 I M I NO 21+47.44 I BRANT DRIVE CY! I OR w ►� Q to 84 83 82 I N tL' U 11 1 78 cc I I BRANT DRIVE o o- 3 d 1 61 18 I I I N QY 12+1&35 3 \ 74 ACR 80 Co 1 BRANT DRIVE 92 11+88.35 R BRANT DRIVE I cc Z I ABOVE I R BRANT DRIVE 82 18+28.35 R BRANT DRIVE 5' PUE (TYP) // `� N i! \� 5' PUE (TYP) tr` --------------.--- � -��'- W W --14100 00 SD 5 3 1 3 33 1C 1 M -1 E'#iI:iaLL lza:«� 8" EXTRA STRENGTH VCP 1475 �z aot6 1465 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 CANVASBACK WAY Cl- INT GADWALL WAY CL INT REDHEAD WAY CL INT. �/ 75 12+78.00 BRANT DRIVE DESIGN STA. "AS BUILT" STA. 16+95.10 BRANT DRIVE 19+57.47 BRANT DRIVE SEE SHEET 4 =10+00.00 CANVASBACK WAY SEE SHEET 3 =10+00.00 GADWALL WAY SEE SHEET 3 =10+00.00 REDHEAD WAY R BRANT DRIVE -- ------ ' \�---- ---- - ------- - - - - - - 1 67 68 69 70 71 1I 5' PUE (TYP) s 69 16+96.35 $ BRANT DRIVE 85 16+12.85 R Co C1 � ^ O♦ + + I I I + + W� MI BRANT DRIVE + 3 �O N �oU I BRANT DRIVE �- 11 u I J1 I M I 76 21+47.44 I BRANT DRIVE CY! I OR w ►� Q 85 84 83 82 I 79� Q 3 11 1 78 II < I I BRANT DRIVE o o- 3 N 1 61 18 I I I N $ 1 12+1&35 3 \ 74 1 80 1 1 BRANT DRIVE 92 11+88.35 R BRANT DRIVE I 18+58.35 Z I 93 I R BRANT DRIVE 82 18+28.35 R BRANT DRIVE 5' PUE (TYP) // `� CURB do GUTTER RAN \� 5' PUE (TYP) I W W --14100 00 SD 5 3 1 3 33 1C 1 M -1 N 1 3 1 A nn nn - 3 -2 / 3 3 3 N89-48'42 W 3 3 3 N 3 3 3 3 3 N89'48'42 -W 3 CONSTRUCTION NOTES 1�INSTALL 8- EXTRA STRENGTH VCP SEWER 20-- CONSTRUCT 48- PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 INSTALL 4- EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 4�- REMOVE STOPPER AND JOIN PIPE 5� CONSTRUCT SEWER LATERAL CROSSING PER DETAIL ON SHT 6 AND PER APWA STD PLAN 223-1 CASE D ON SHT 7 BACKFLOW PREVENTOR (TO BE INSTALLED DURING PRECISE GRADING) SEWER SEWER LATERALS LOCATION (BY STATION) 67 1472.60 1477.67 SEWER LATERALS LOCATION (BY STATION) LOT NO. DESIGN STA. "AS BUILT" STA. �/ 75 LOT NO. DESIGN STA. "AS BUILT" STA. REMARKS 67 15+37.85 L BRANT DRIVE 83 17+30.35 R BRANT DRIVE -- ------ ' \�---- ---- - ------- - - - - - - - ---- ----- - ---- - - --- - 84 17+00.35 CURB dGU R�N 5' PUE (TYP) s 69 16+96.35 $ BRANT DRIVE 85 16+12.85 R Co 70 � ^ O♦ + + a 0 86 + + R BRANT DRIVE + 3 �O N �oU cc BRANT DRIVE �- 11 u I J1 CD C14 M II 76 21+47.44 R BRANT DRIVE CY! 14+44.35 OR w 88 +� 87 86 85 84 83 82 81 ±� 80 79� 89 78 77�z 76 11 II 78 II < R BRANT DRIVE 90 N M N BRANT DRIVE wm Nm N R N CONSTRUCTION NOTES 1�INSTALL 8- EXTRA STRENGTH VCP SEWER 20-- CONSTRUCT 48- PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 INSTALL 4- EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 4�- REMOVE STOPPER AND JOIN PIPE 5� CONSTRUCT SEWER LATERAL CROSSING PER DETAIL ON SHT 6 AND PER APWA STD PLAN 223-1 CASE D ON SHT 7 BACKFLOW PREVENTOR (TO BE INSTALLED DURING PRECISE GRADING) SEWER SEWER LATERALS LOCATION (BY STATION) 67 1472.60 1477.67 SEWER LATERALS LOCATION (BY STATION) LOT NO. DESIGN STA. "AS BUILT" STA. REMARKS LOT NO. DESIGN STA. "AS BUILT" STA. REMARKS 67 15+37.85 L BRANT DRIVE 83 17+30.35 R BRANT DRIVE 68 16+36.94 L BRANT DRIVE 84 17+00.35 R BRANT DRIVE 69 16+96.35 L BRANT DRIVE 85 16+12.85 R BRANT DRIVE 70 17+39.25 L BRANT DRIVE 86 15+61.85 R BRANT DRIVE 71 18+33.35 L BRANT DRIVE 87 14+80.00 R BRANT DRIVE 76 21+47.44 R BRANT DRIVE 88 14+44.35 R BRANT DRIVE 77 21+33.08 R BRANT DRIVE 89 13+46.35 R BRANT DRIVE 78 20+82.39 R BRANT DRIVE 90 13+16.35 R BRANT DRIVE 79 19+86.35 R BRANT DRIVE 91 12+1&35 R BRANT DRIVE 80 19+56.35 R BRANT DRIVE 92 11+88.35 R BRANT DRIVE 81 18+58.35 R BRANT DRIVE 93 11+09.01 R BRANT DRIVE 82 18+28.35 R BRANT DRIVE CONSTRUCTION NOTES 1�INSTALL 8- EXTRA STRENGTH VCP SEWER 20-- CONSTRUCT 48- PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 INSTALL 4- EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 4�- REMOVE STOPPER AND JOIN PIPE 5� CONSTRUCT SEWER LATERAL CROSSING PER DETAIL ON SHT 6 AND PER APWA STD PLAN 223-1 CASE D ON SHT 7 BACKFLOW PREVENTOR (TO BE INSTALLED DURING PRECISE GRADING) SEWER LATERAL CROSSINGS LOT NO. SEWER LATERAL INV AT CROSSING INV AT R/W STORM DRAIN REMARKS BOTTOM OF PIPE AT CROSSING 67 1472.60 1477.67 1473.98 86 1 1472.70 1477.67 1 1474.17 0 1 -a ymi I 1"m 11 �Rll LTJ REV. REW" DESCRI IM DATE DM. jCITY#DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT RScOV-P D(ZAWIMG 2-m Oci 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. /QRpFESS/G\ ��tv0 tgT HUR vJ Vr Z 0 No. 31681 Z � * Exp. 12/31/04 \`rix CIV1� F OF CALF/ CURVE TABLE I CURVE I ANGLE I LENGTH I RADIUS I TANGENT •� j�E OBD D�v�1 It�lb rr _w font i&'. -•-QUA._ v No. 311M alt OI q�F CAUF�� 2 LEGEND BC BEGIN CURVE CL CENTERLINE MH MANHOLE T INT INTERSECTION 1 R/W RIGHT OF WAY SD STORM DRAIN UNE W WATER UNE ST STREET STATION 10+00.00 SEWER STATION BM & %mman,Inc. 1=17 A Civil Engineering - Planning - Surveying - Public Works AVM BY: 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 REF PREPARED UNDER TH SUPERVISION OF: BY: REF Y 250 Z CKED BY: H ROLD A. GARCELON R.C.E. 31681 DATE: RLI 40 0 40 80 1 "= 40' scale feet CL -� CITY OF FONTANA, CALIFORNIA `Of o� SIJOViMIT HEIGHTS I � T Q � SEVVER PLANT & PROFLE cCqo 1 "= 40' 1 N 1 N ATE �,,� C3 TRACT 11r�. 1644 11-21-0147. C CD No.: 2 ,N co 3M 0 7 %Q