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Home My WebLink About3037-6CURVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT A 5'14'51" 92.05' 1005.00' 46.05' ROOSEVELT DRIVE SEE SHEET 2 I I CL INT 35 I — 3 I 10+00.00 BUCHANAN LANE =14+99.70 ROOSEVELT DRIVE 36 ST =9+95.00 BUCHANAN LANE 10+00.00 10 =14+97.70 CL MH I 8 25 " 3 37 �Z 5 + ROOSEVELT DRIVE � om W SEE SHEET 2011 ----- LO _O 11 CONSTRUCTION NOTES 1O -INSTALL 80 EXTRA STRENGTH VCP SEWER 2a— CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 3a- INSTALL 4- EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING) 141 140 139 R/W CURB do GUTTER�i ----- FILMORE WAY SEE SHEET 7 138 137 136 135 1 3I I C 3 o 50 — \ ®�I�It�l�ll A 31..-@ N 3 3 .n N89'42'16"E 3 3 — ---- ---- — --- 5' PUE (TYP) ----- ----- 5 5 5 CURB dt GUTTERR O h .- rn h 39 40 ±W 41 ±� 42 43 44 45 UO LU LON LO + � r + II I N `'1R ECS D D tZINW t N G'� �' QROH 14 27161 31681 W \ ArEOF cAL1F�� UCHANAN LANE rtEEv REVIsION oEsazIPTION DATE mm. an oAIE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 12-ECro2D CCAWItJG 2-OFi "G 5•�la� 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. �O -(HUR � Fti Z � = No. 31681 Z rn� * Exp. 12/31/04 \Lr� civl� 0 --- I o 46 coC) 47 11 U LLJ O Z � J t70 Z + Q � z 11= N m CL INT 14+86.52 BUCHANAN LANE =10+00.00 FIL.MORE WAY i • LEGEND SEWER LATERALS LOCATION (BY STATION) LOT NO. DESIGN STA. "AS BUILT" STA. REMARKS LLJ Z p O 10+58.08 R BUCHANAN LANE 40 _co R BUCHANAN LANE 41 OQ hON Rim 3 M C) R BUCHANAN LANE 42 12+37.38 R BUCHANAN LANE 43 12+67.38 �p p dz W 99LOm BUCHANAN LANE 44 13+47.38 R BUCHANAN LANE 45 13+77.38 R O + + II tl = d O H 14+61.88 R BUCHANAN LANE 47 14+76.56 R BUCHANAN LANE tl U 14+81.56 R BUCHANAN LANE 135 14+32.18 L BUCHANAN LANE 136 Ln m N L _ z$ 13+25.55 L BUCHANAN LANE 138 FINISHED SU -------=— L 139 � - L BUCHANAN LANE 140 1 11+15.55 _ -- �4�OVE"�WER BUCHANAN LANE _ Ln o BUCHANAN LANE EXISTING GROUND %Q 1545 �, Q + ABOVE SEWER co rn Its ice•/ - .. _ _ . -. h _ h _ ! _ J H o: U 1535 f 0.0 08 S" _ n Co pppp ' O)M OM W N Ln C N .- J _ _ II _ - _ __ Co CoZZ II fl — z . _:——Np a, _ Y C) II 36 S0 N W f f -0• p� o W Lr� h r h N M M rn LT . ,�, . �, 4 oo to _ J o a� INV -1528.17 Z H o � rn LT H +> +> II CLEA -- - _ 152 5 1525 _ LO ff _ O M W OLA O an + C Z _ _ _ h N O N 11') to to N _ H H .r c %�F�z z CONST 19297 Lf _ CONST 286.00 LF 8' EXTRA STRENGTH VCP _ 8 EXTRA STRENGTH VCP PROFILE SCALES HORIZ. 1 =40 VERT. 1 =4 10+00 11+00 12+00 13+00 14+00 15+00 CURVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT A 5'14'51" 92.05' 1005.00' 46.05' ROOSEVELT DRIVE SEE SHEET 2 I I CL INT 35 I — 3 I 10+00.00 BUCHANAN LANE =14+99.70 ROOSEVELT DRIVE 36 ST =9+95.00 BUCHANAN LANE 10+00.00 10 =14+97.70 CL MH I 8 25 " 3 37 �Z 5 + ROOSEVELT DRIVE � om W SEE SHEET 2011 ----- LO _O 11 CONSTRUCTION NOTES 1O -INSTALL 80 EXTRA STRENGTH VCP SEWER 2a— CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 3a- INSTALL 4- EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING) 141 140 139 R/W CURB do GUTTER�i ----- FILMORE WAY SEE SHEET 7 138 137 136 135 1 3I I C 3 o 50 — \ ®�I�It�l�ll A 31..-@ N 3 3 .n N89'42'16"E 3 3 — ---- ---- — --- 5' PUE (TYP) ----- ----- 5 5 5 CURB dt GUTTERR O h .- rn h 39 40 ±W 41 ±� 42 43 44 45 UO LU LON LO + � r + II I N `'1R ECS D D tZINW t N G'� �' QROH 14 27161 31681 W \ ArEOF cAL1F�� UCHANAN LANE rtEEv REVIsION oEsazIPTION DATE mm. an oAIE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 12-ECro2D CCAWItJG 2-OFi "G 5•�la� 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. �O -(HUR � Fti Z � = No. 31681 Z rn� * Exp. 12/31/04 \Lr� civl� 0 --- I o 46 coC) 47 11 U LLJ O Z � J t70 Z + Q � z 11= N m CL INT 14+86.52 BUCHANAN LANE =10+00.00 FIL.MORE WAY i • LEGEND SEWER LATERALS LOCATION (BY STATION) LOT NO. DESIGN STA. "AS BUILT" STA. REMARKS 39 10+58.08 R BUCHANAN LANE 40 11+27.38 R BUCHANAN LANE 41 11+57.38 R BUCHANAN LANE 42 12+37.38 R BUCHANAN LANE 43 12+67.38 R BUCHANAN LANE 44 13+47.38 R BUCHANAN LANE 45 13+77.38 R BUCHANAN LANE 46 14+61.88 R BUCHANAN LANE 47 14+76.56 R BUCHANAN LANE 48 14+81.56 R BUCHANAN LANE 135 14+32.18 L BUCHANAN LANE 136 13+51.55 L BUCHANAN LANE 137 13+25.55 L BUCHANAN LANE 138 12+35.55 L BUCHANAN LANE 139 12+05.55 L BUCHANAN LANE 140 1 11+15.55 L BUCHANAN LANE 141 1 10+64.08 L BUCHANAN LANE CURVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT A 5'14'51" 92.05' 1005.00' 46.05' ROOSEVELT DRIVE SEE SHEET 2 I I CL INT 35 I — 3 I 10+00.00 BUCHANAN LANE =14+99.70 ROOSEVELT DRIVE 36 ST =9+95.00 BUCHANAN LANE 10+00.00 10 =14+97.70 CL MH I 8 25 " 3 37 �Z 5 + ROOSEVELT DRIVE � om W SEE SHEET 2011 ----- LO _O 11 CONSTRUCTION NOTES 1O -INSTALL 80 EXTRA STRENGTH VCP SEWER 2a— CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 3a- INSTALL 4- EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING) 141 140 139 R/W CURB do GUTTER�i ----- FILMORE WAY SEE SHEET 7 138 137 136 135 1 3I I C 3 o 50 — \ ®�I�It�l�ll A 31..-@ N 3 3 .n N89'42'16"E 3 3 — ---- ---- — --- 5' PUE (TYP) ----- ----- 5 5 5 CURB dt GUTTERR O h .- rn h 39 40 ±W 41 ±� 42 43 44 45 UO LU LON LO + � r + II I N `'1R ECS D D tZINW t N G'� �' QROH 14 27161 31681 W \ ArEOF cAL1F�� UCHANAN LANE rtEEv REVIsION oEsazIPTION DATE mm. an oAIE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 12-ECro2D CCAWItJG 2-OFi "G 5•�la� 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. �O -(HUR � Fti Z � = No. 31681 Z rn� * Exp. 12/31/04 \Lr� civl� 0 --- I o 46 coC) 47 11 U LLJ O Z � J t70 Z + Q � z 11= N m CL INT 14+86.52 BUCHANAN LANE =10+00.00 FIL.MORE WAY i • LEGEND BC BEGIN CURVE EC END CURVE CL CENTERLINE MH MANHOLE INT INTERSECTION R/W RIGHT OF WAY SD STORM DRAIN UNE W WATER LINE ST STREET STATION 110+00,001 SEWER STATION CCC[? H emanInc. 1:11:117 A Civil Engineering - Planning - Surveying - Public Works 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 PREPA ED UNDER SUPERVISION OF: HAROLD A. GARCELON R.C.E. 31681 DATE: a REF BY: REF BY i 0 0 40 80 1"= 4040 scale feet i 0 CITY OF FONTANA, CALIFORNA SUMMIT HEIGHTS II O O a a SEWER PLAN 8i PROFI..E SCALE 0 LAZE°° 1 "= 40' o ATE: < TRACT 1-1 12-3-01 % �/ 5'-x•02 �^ 3037 CITY ENGINEER R.C.E. 51152 DATE: 12 %Q