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HomeMy WebLinkAbout2420-3I �.000 U W �. 0 x 0 z O FINISH = PROI:' S RFACE M o OVER CA OF PIPE 0 co z + U00 /\ L .y. JL . %„ d !> ,�, j, 9�9 �N , • I'LL, `S�, �'�y �C► o ' Now 10 n -�- p.0 04 PROPOSED STORM DRAIN Fm (7) o lo F2t li 0 o 0 o u� v� ao to 0 L0 0 � f+ O O N N 36 35 1 1 N41 *55#260E CUME DATA PROPOSED STATION AS BUILT STATION 01 DELTA RADIUS LENGTH TANGENT A 03'37'37” 1221.00' 77.29' 38.66' 8 11'02'50" 1221.00' 235.42' 118.08' C 57'0838" 195.00' 194.48' 106.19' U W �. 0 x 0 z O FINISH = PROI:' S RFACE M o OVER CA OF PIPE 0 co z + U00 /\ L .y. JL . %„ d !> ,�, j, 9�9 �N , • I'LL, `S�, �'�y �C► o ' Now 10 n -�- p.0 04 PROPOSED STORM DRAIN Fm (7) o lo F2t li 0 o 0 o u� v� ao to 0 L0 0 � f+ O O N N 36 35 1 1 N41 *55#260E 22 i i -1 HUNTSMEN 13 I -_ i go • 1/ 1 •1 20 w .3-52"E ,±i ` REccas, DQhw%w4 S" TQ REVISIONS 2A 16 34 S�. y� x x`ScS Illy18• �, �y roc s. GRAPHIC SCALE �r r Mr Jnr I Inch = 40 it me Consulting rou 6 Morgan, Supe 100 #yhe, Colffomlo 92618 (714)587-3012 FAX (714)472-3178 PR EPA ED U DER E SUPERVISION OF: l DATE THOMAS A. PETERSENR.C.E. 35275 SEWER LATERAL LOCAT CM LOT PROPOSED STATION AS BUILT STATION 8 5+43 9 5+70 10 6+12 �g 10 12 1112�� 13 8+78 14 1 15 10+34 1 10+93 17 11+29 1a 12+18 19 o 20 10+07 21 9+17 22 8+56 N W -j o + z °�° Z v- 0 0 . NOX: !SEWER LATERAL SHALL oo o � � N o + z DO OVER STORM DRAIN ��. cv in o h mi 00 U � H 00 . cn 22 i i -1 HUNTSMEN 13 I -_ i go • 1/ 1 •1 20 w .3-52"E ,±i ` REccas, DQhw%w4 S" TQ REVISIONS 2A 16 34 S�. y� x x`ScS Illy18• �, �y roc s. GRAPHIC SCALE �r r Mr Jnr I Inch = 40 it me Consulting rou 6 Morgan, Supe 100 #yhe, Colffomlo 92618 (714)587-3012 FAX (714)472-3178 PR EPA ED U DER E SUPERVISION OF: l DATE THOMAS A. PETERSENR.C.E. 35275 SEWER LATERAL LOCAT CM LOT PROPOSED STATION AS BUILT STATION 8 5+43 9 5+70 10 6+12 11 7+17 12 7+91 13 8+78 14 9+61 15 10+34 16 10+93 17 11+29 1a 12+18 19 11+01 20 10+07 21 9+17 22 8+56 CONSTR6CION NOTESt (1}—CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER DETAIL ON SHEET 1. Q—CO�STRUCT 46" OLA. ECCENTRIC MANHOLE PER CITY OF FONTANA STS. N0. 112. 3O—CONSTRUCT 4' SEWER LATERAL AND HOUSE CLEANOUT PER CITY OF FONTANA STD. N0. 125 AND INSTALL SEWER CLEAN-OUT BOX PER CITY OF FONTANA STD. N0. 125A (IN CONCRETE AREAS) OR 1258 (IN LANDSCAPE AREAS) (D—COhSTRUCT TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY PER CIN OF FONTANA STD. N0. 128. *� (!)—REIIAOVE TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY h JOIN. CITY OF FONTANA, CALIFORNIA PBLIC WORKS DEPARTMENT DRAWN BY SEWER IMPROVEMENT PLANS sc,,u.E: LCS DESIGNED HUNTSMEN PLACE ��:' '� =a SES PLAN AND PROFlLE CHECKED BY DATE: TAP 1RACf N0. 14571-1 01/16/97 17-q? '� N0. i APPROVED ,_. �� �� DR. N0. SHT. N0. TE: CITY ENGINEER R.C.E. 25126 2420 3 OF 6 0 i rn� CD o