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HomeMy WebLinkAbout2043-10`6- _ ^ Q � ch CLI +� i I ^ N V V)M a ' SCALE: 1 40• QO • 3 + * °° _ °� d- Cu .� e Lc% + OO N J+ `l �` r r- Lco n n 1`^� C.) N N F- d- cr). , 0 • : •d. d• LQ-ov�o__ oW,4y 0 0 + CO � to SEE SHEET 7 0 f-- CU ,� z l0 W cu O 0 Ncu is v O+ COCD d• O o Q E N (231 N �� Z _ rte.. --1 t �5 SEE SHEET 9 L=6.41 10 •�6 � � • (2 z1 o 8 to J " 34.01 50.00 50.00 11 52.00 76.5 _ (321 J N 03048'45"E.102in N m 1 5 0 3 4 N 0038100"W 3 2 _0 lilt N 03048.45"E 86,32 Q Ek in O m 1 4 0 ° 38' 00"W 303.28 N , o' • 6 43.$3 13.35 L=36.96► ^ 5 50.00 50.00 50.00 29.33 49.84- 6 �.a�► J _ o (2O1 (211 +1 Z (2&) (Z.51 ( 240 0 mc212 tz 4en CO doh, j LN a c', TRACT 14272 - _ , _ , �� -TRACT 14275-3IF s � A y o WAGON WAY TR,, 142'15-2 O SEWER CURVE DATA DELTA RADIUS LENGTH 04.26'45• 1 495.00 36.41 TANGENT 19.21 PLANS PREPARED UNDER THE DIRECTION OF: No: GEORGE R. SAUPE .E. # 13960 ATE MY REGISTRATION EXPIRES 3-31-93 WATER CURVE D� DELTA RADIUS 04.86'45' 513.00 REVISIONS Disoription: W ATER LRTERAL SEWER LATEKAL `OT NEI . SrtN. STA . 21 G+OU.50 S+3'1.91) 70 9 4.3(x; 4 2 4-33.0 2t q'+15.1 2+44.1& Z2 + °1�. 2 2 }-12.? O SEWER CURVE DATA DELTA RADIUS LENGTH 04.26'45• 1 495.00 36.41 TANGENT 19.21 PLANS PREPARED UNDER THE DIRECTION OF: No: GEORGE R. SAUPE .E. # 13960 ATE MY REGISTRATION EXPIRES 3-31-93 WATER CURVE D� DELTA RADIUS 04.86'45' 513.00 REVISIONS Disoription: D q - WATER LATERAL SEWER L AT E RAL LWT NO. STA. 577. 21 G+OU.50 S+3'1.91) 2 Z (0 +40.30 5+ 29.2 a 23 (P }S3.40 4 2 4 7+16.970 4+ 31.30 25 844`1.15 CONSTRUCT 8" FLANGE & BLIND FLANGE 2(o 5+38.30 3} 31.Uri 217 8 *10.30 2 +80,40 28 BtIll-un 3 +(09.150 29 '1 + 51.00 4 k 12.q)0 D q - x-- W O uumo 1 Ruu i 1 un nu 1 ca b ESTIMATE OF QUANTITIES QUANTITY CONSTRUCTION NOTES L ESTIMATE OF QUANTITIES FOR WATER TRACTS 14275L 14275-1 QUANTITY UNIT UNIT 14E75 14P76-1 _ I I CONSTRUCT 8 I.D. STEEL PIPE CML 3 C. 4'Wo No. FOR SEINER TRACTS 14275 b 14275-1 LT_% g O CONSTRUCT 8" EXTRA STRENGTH V.C.P. CONSTRUCT 8" FLANGE & BLIND FLANGE EA. - - ON Oto 0 i O CONSTRUCT 48" DIA. PRECAST CONCRETE MANHOLE PER CITY STD. 112 EA. - CONSTRUCT 8" X 45• ELBOW EA. Zzm"s - OF FONTANA DETAIL CONSTRUCT 8" X 90• ELBOW EA. - ➢' - ® CONSTRUCT THRUST BLOCK CONSTRUCT 48" DIA. PRECAST CONC. M.H. AT CUL-DE-SAC EA. - - +O �r? FN 1• ,� �� 0 LO PER CITY OF FONTANA STANDATD DETAILS 112 & 114 ® CONSTRUCT 4" EXTRA STRENGTH V.C.P. HOUSE L.F. N Q LATERALS PER CITY OF FONTANA STD. DET. 125 CONSTRUCT TERMINAL CLEANOUT PER CITY OF FONTANA EA. - - - N O W �/ STANDARD DETAIL 128 �i. LENGTH TANGENT 39.81 1 19.91 Engineer City A rovol Dates Approval Date: -i /-4la- A IOZZ `V-14 •9r �z,QArT--14Z7� � _-r��Ar�a ^ Qa�riTiEs •%. yr 3 firma 7'12. A/0 S. - 3f/X 4o7 Z7 /,W. STA. 4-5-: fo • s /?-CORD D RAw/Al GS _top 5 .IT_1% SEE SHEET 2 ®CONSTRUCT TEMPORARY TERMINAL CLEANOUT AT PHASE EA. - - BOUNDARY PER CITY OF FONTANA STANDARD DETAIL 126 ® REMOVE EXISTING 8" V.C.P. L.F. - - - OREMOVE TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY AND JOIN EA. ®CONSTRUCT SEWER MAIN CONCRETE ENCASEMENT L.F. - - PER DETAIL ON SHEET No. 1 D 3 12+09.42�NE_W_ SQL /L' + 1 6 TEE 2 �Ci 7,CiQAZT�� 4412 ® REMOVE PLUG AND JOIN EA. ❑ N o , CONSTRUCTION NOTES L ESTIMATE OF QUANTITIES FOR WATER TRACTS 14275L 14275-1 QUANTITY UNIT 142 + +��-1 -_Q- - CONSTRUCT 8 I.D. STEEL PIPE CML 3 C. L.F._L-9_ CONSTRUCT 6- FIRE HYDRANT ASSEMBLY PER STD. DWG. W 112 EA. LT_% © CONSTRUCT 8" GATE VALVE EA. CONSTRUCT 8" FLANGE & BLIND FLANGE EA. - - CONSTRUCT 8" TEE EA. ® CONSTRUCT 8" X 45• ELBOW EA. - © CONSTRUCT 8" X 90• ELBOW EA. - - - ® CONSTRUCT THRUST BLOCK EA. - - - TRACT 1427-5--2--- © CONSTRUCT BLOWOFF PER STD. DWG. W 115 EA. - - -G_1 R -T H LA N Ei� ® CONSTRUCT 1" A/V RELEASE VALVE PER STD. DWG. W 117 EA. 1 - BENCHMARK: FWE 43 - R.R. SPIKE IN E.P. BY PP#1536663E S'LY SIDE OF BASELINE 220' +/- E' LY OF CHERRY AVE. ELEVATION = 1313.04 J.P. KAPP & ASSOCIATES, INC. CIVIL ENGINEERS. LAND PLANNERS LAND SURVEYORS 2002 IOWA AVE. SUITE 110 R-IVERSIDE. CALIFORNIA 92507 [7141 276-8760 CITY OF FONTANA CALIFORNIA PUBLIC WORKS DEPARTMENT Drawn ;my: SEWER & WATER IMPROVEMENT PLANS Boole: E. A. F s k0;4aO�_ K 1%vAY 1"=40• Designed by: ROMs 4#-rZA*,0 NETO__r DO, E_Q__�'1!�4_k.'_. _2 Date: E.A.F. TRACT NOS. 1 +2.75 -1 -r® 14 2 75-4 Nov 1990 Cheoked bysG�L�/.�-�e�, ¢ 7-93 Dw//g��, No. G.R.SJ9,51-53 Ap ved J CITY ENGINEER R.C.E. 25126 �V�� ® REMOVE PLUG AND JOIN EA. 10 CONSTRUCT 1" SERVICE LINE PER STD. DWG. W126 EA. -_Q- - t1 CONSTRUCT 6- FIRE HYDRANT ASSEMBLY PER STD. DWG. W 112 EA. - - i2 CONSTRUCT 8" FLANGE & BLIND FLANGE EA. - - J.P. KAPP & ASSOCIATES, INC. CIVIL ENGINEERS. LAND PLANNERS LAND SURVEYORS 2002 IOWA AVE. SUITE 110 R-IVERSIDE. CALIFORNIA 92507 [7141 276-8760 CITY OF FONTANA CALIFORNIA PUBLIC WORKS DEPARTMENT Drawn ;my: SEWER & WATER IMPROVEMENT PLANS Boole: E. A. F s k0;4aO�_ K 1%vAY 1"=40• Designed by: ROMs 4#-rZA*,0 NETO__r DO, E_Q__�'1!�4_k.'_. _2 Date: E.A.F. TRACT NOS. 1 +2.75 -1 -r® 14 2 75-4 Nov 1990 Cheoked bysG�L�/.�-�e�, ¢ 7-93 Dw//g��, No. G.R.SJ9,51-53 Ap ved J CITY ENGINEER R.C.E. 25126 �V��