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HomeMy WebLinkAbout2043-83 pp pp'N D TRACT 14275-4. 0 o PONY COURT � ESS7p,�,�1 fin Lu Esc; Date cjl vl� E N 2M rn M J + UM � Q U) ca �- ca t ca if W SEWER CURVE DATA DELTA RADIUS LENGTH TANGENT 23.20'00' 205.00 83.48 42.33 PLANS PREPARED UNDER THE DIRECTION OF: No: GEORGE R. SAU E .C.E. # 13950 DAT MY REGISTRATION EXPIRES 3-31-93 WATER CURVE DJ DELTA RADIUS 23020000= 187.00 REVISIONS W o 5 Cly ++ + UMH O d- ±EO(� SEE SHEET 2 G f 6 3 ' J1 1 207 MO M v 3� ,t LENGTH TANGENT 75"15 38.51 Engineer City Disori tion: Approval Date: Approval Date: �%PDA7E!J sTRE. 'T 1VA1YE.S != 9S- S./r. 3/ A4D_ E-O_/N5,r4-1`•qEWOV,, PLUG IY07,e- - _ / '`F - 2-1 -Q - 1;•/6 •Sl' 8 -x .y; 4DD *K, /42?5- ¢ FIX 4o -r Na. t D/M. 5719, ¢ - -9Ca G'3 •°Xi RECO2D I7t?4bU1AJ S -17-18 D 19 87 .135177 WATER LAT ERA SEWER LATERAL LOT uu, STA. isu . 9 t# 30.50 1-k 59.24 �p 1+138.00 2+20.58 11 2+ 11.401 2 k 2(o.1Q 3 4. -3 + Q5.9 "I +13 7 13 3+(02.90 3 98.17 14- 4 +21,00 444U.91 15 44?ADD 4 44(o.l7 1(0 4+1b.o70 4+39.22 1�t 3-�90,M 442(0.l(o 1 34-20,94. 3 4 3(x.21 01 24$3. Sit 3 �- [g.17 TRACT 14275-4. 0 o PONY COURT � ESS7p,�,�1 fin Lu Esc; Date cjl vl� E N 2M rn M J + UM � Q U) ca �- ca t ca if W SEWER CURVE DATA DELTA RADIUS LENGTH TANGENT 23.20'00' 205.00 83.48 42.33 PLANS PREPARED UNDER THE DIRECTION OF: No: GEORGE R. SAU E .C.E. # 13950 DAT MY REGISTRATION EXPIRES 3-31-93 WATER CURVE DJ DELTA RADIUS 23020000= 187.00 REVISIONS W o 5 Cly ++ + UMH O d- ±EO(� SEE SHEET 2 G f 6 3 ' J1 1 207 MO M v 3� ,t LENGTH TANGENT 75"15 38.51 Engineer City Disori tion: Approval Date: Approval Date: �%PDA7E!J sTRE. 'T 1VA1YE.S != 9S- S./r. 3/ A4D_ E-O_/N5,r4-1`•qEWOV,, PLUG IY07,e- - _ / '`F - 2-1 -Q - 1;•/6 •Sl' 8 -x .y; 4DD *K, /42?5- ¢ FIX 4o -r Na. t D/M. 5719, ¢ - -9Ca G'3 •°Xi RECO2D I7t?4bU1AJ S -17-18 D 19 87 .135177 G 1 � f f1 gyp. V ,v WI TER SEWER CONSTRUCTION NOTES LATERAL LOERAL LDT STA. ST A- ND. 1427x- t 33 3+40.9 3}41.-7 3 4. -3 + Q5.9 "I +13 7 35 2+31. � 2+45. Lo CONSTRUCT 8" EXTRA STRENGTH V.C.P. L.F. 339 1 �2 © OCONSTRUCT 7 ' 2_% - ® CONSTRUCT 8" X 45• ELBOW PER CITY OF FONTANA STD. DETAIL 112 - FRO _ El�o��2*E4'4t��T 0_ ;5�.!/f�U.a �•qCY- © F CONSTRUCT 48" DIA. PRECAST CONC. M.H. AT CUL-DE-SAC � - - G CONSTRUCT THRUST BLOCK PER CITY OF FONTANA STANDATD DETAILS 112 & 114 c -' xi ®CONSTRUCT ®1565 L.F. - - e CONSTRUCT 1" A/V RELEASE VALVE PER STD. DWG. W 117 q 1 -- - qJ a TERMINAL CLEANOUT PER CITY OF FONTANA EA. - - En_ cp_ STANDARD DETAIL 128 m ti - n EA. _ LO ---A- .- CONSTRUCT 8" FLANGE & BLIND FLANGE BOUNDARY PER CITY OF FONTANA STANDARD DETAIL 126 " - 1560 ® REMOVE EXISTING 8" V.C.P. L.F. - 11 11 ®REMOVE TEMPORARY TERMINAL CLEANOUT AT PHASE EA. - - ,� :, ,`� N 1••. , L.F. s , a , a - PER DETAIL ON SHEET No. 1 z O If a C^ M � a v n . • N tD > n % V qi 4, M W 1555 c 4 r F c 23.3 L.F.. 8" WATER z-' =2.0 L.F. _ ® 5=0.0143, a - - 41' „ 11! _ � o Soo 986 4 1 - V ;1550 well.; ilJ " FL=1541 .64 ' 44 q 18" R.C.P. FL=1548. 4 OVER SIWER ' 2.- L160 7 P OVER WATER i�a Sol. ry c 12.00 L.F.A�• _ 4 5 0 ® S-0.0142_ ��1545 n _ S _ 0.0142 d :I - c � �' LO to a _ _ . i Z�41 M O M w _ LL V) M G 3+00 4+00 G 1 � f f1 gyp. V ,v 0.99 V� 54.19 L»23 •�� 2N �^ N 29.2 00»W 3 LO m CU " N 29 25.00 "W 264.03 D WI TER SEWER CONSTRUCTION NOTES LATERAL LOERAL LDT STA. ST A- ND. 1427x- t 33 3+40.9 3}41.-7 3 4. -3 + Q5.9 "I +13 7 35 2+31. � 2+45. Lo 0.99 V� 54.19 L»23 •�� 2N �^ N 29.2 00»W 3 LO m CU " N 29 25.00 "W 264.03 D t3a 1 3+64.00 C/L M.H. #24 = ST. STA. 12+49.31 �.�11 u 89.82 � 88.#� 8 �! � 1 � 40 t3i > 1A I �- ' • 9.93 J �1. Q ® SEESHEET L 12..03 o STIRRUP LANE 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 .03 ELL. HLINE CONSTRUCTION NOTES QUANTITY p- ESTIMATE OR QUANTITIES • UN I T 14275 1427x- t CONSTRUCT 8" I.D. STEEL PIPE CML & C. No. b UNITI 14275 :4275-: O CONSTRUCT 8" EXTRA STRENGTH V.C.P. L.F. 339 1 �2 © OCONSTRUCT 48" DIA. PRECAST CONCRETE_ MANHOLE EA. 2_% - ® CONSTRUCT 8" X 45• ELBOW PER CITY OF FONTANA STD. DETAIL 112 - FRO _ El�o��2*E4'4t��T 0_ ;5�.!/f�U.a �•qCY- © F CONSTRUCT 48" DIA. PRECAST CONC. M.H. AT CUL-DE-SAC � - - G CONSTRUCT THRUST BLOCK PER CITY OF FONTANA STANDATD DETAILS 112 & 114 1 -' xi ®CONSTRUCT 4" EXTRA STRENGTH V.C.P. HOUSE L.F. - - e CONSTRUCT 1" A/V RELEASE VALVE PER STD. DWG. W 117 q 1 -- - qJ a TERMINAL CLEANOUT PER CITY OF FONTANA EA. - - - CONSTRUCT 1" SERVICE LINE PER STD. DWG. W 126 STANDARD DETAIL 128 t3a 1 3+64.00 C/L M.H. #24 = ST. STA. 12+49.31 �.�11 u 89.82 � 88.#� 8 �! � 1 � 40 t3i > 1A I �- ' • 9.93 J �1. Q ® SEESHEET L 12..03 o STIRRUP LANE 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 .03 ELL. HLINE CONSTRUCTION NOTES QUANTITY O ESTIMATE OR QUANTITIES QUANTITY UN I T 14275 1427x- t CONSTRUCT 8" I.D. STEEL PIPE CML & C. No. SEU M TRACTS 14275 & 14275-1 UNITI 14275 :4275-: O CONSTRUCT 8" EXTRA STRENGTH V.C.P. L.F. 339 1 �2 © OCONSTRUCT 48" DIA. PRECAST CONCRETE_ MANHOLE EA. 2_% - ® CONSTRUCT 8" X 45• ELBOW PER CITY OF FONTANA STD. DETAIL 112 - FRO _ El�o��2*E4'4t��T 0_ ;5�.!/f�U.a �•qCY- © © CONSTRUCT 48" DIA. PRECAST CONC. M.H. AT CUL-DE-SAC EA. - - ® CONSTRUCT THRUST BLOCK PER CITY OF FONTANA STANDATD DETAILS 112 & 114 1 -' © ®CONSTRUCT 4" EXTRA STRENGTH V.C.P. HOUSE L.F. - - ® CONSTRUCT 1" A/V RELEASE VALVE PER STD. DWG. W 117 LATERALS PER CITY OF FONTANA STD. DET. 125 1 -- �) y3 Dw/g•�. No. Q 4 v �3 ©CONSTRUCT TERMINAL CLEANOUT PER CITY OF FONTANA EA. - - - CONSTRUCT 1" SERVICE LINE PER STD. DWG. W 126 STANDARD DETAIL 128 ti ®CONSTRUCT TEMPORARY TERMINAL CLEANOUT AT PHASE EA. - 1 - CONSTRUCT 8" FLANGE & BLIND FLANGE BOUNDARY PER CITY OF FONTANA STANDARD DETAIL 126 ® REMOVE EXISTING 8" V.C.P. L.F. - - - ®REMOVE TEMPORARY TERMINAL CLEANOUT AT PHASE EA. - - BOUNDARY AND JOIN ® CONSTRUCT SEWER MAIN CONCRETE ENCASEMENT L.F. - - PER DETAIL ON SHEET No. 1 t3a 1 3+64.00 C/L M.H. #24 = ST. STA. 12+49.31 �.�11 u 89.82 � 88.#� 8 �! � 1 � 40 t3i > 1A I �- ' • 9.93 J �1. Q ® SEESHEET L 12..03 o STIRRUP LANE 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 .03 ELL. HLINE z 2 � J z _ ❑ lNo. CONSTRUCTION NOTES & ESTIMATE OoFR QUANTITIES I WATER TRACTS 14275 & 14275-1 QUANTITY UN I T 14275 1427x- t CONSTRUCT 8" I.D. STEEL PIPE CML & C. L.F. -3221,3Q DEPARTMENT CONSTRUCT 8" GATE VALVE EA. 1 1 - © CONSTRUCT 8" TEE EA. - -: - ® CONSTRUCT 8" X 45• ELBOW EA. - FRO _ El�o��2*E4'4t��T 0_ ;5�.!/f�U.a �•qCY- © CONSTRUCT 8" X 90• ELBOW EA. - TRACT No. 14275 ® CONSTRUCT THRUST BLOCK EA. 1 -' © CONSTRUCT BLOWOFF PER STD. DWG. W 115 EA. - - - ® CONSTRUCT 1" A/V RELEASE VALVE PER STD. DWG. W 117 EA. 1 -- �) y3 Dw/g•�. No. Q 4 v �3 REMOVE PLUG AND JOIN EA. 10 CONSTRUCT 1" SERVICE LINE PER STD. DWG. W 126 EA. ti CONSTRUCT 6" FIRE HYDRANT ASSEMBLY PER STD. DWG. W 112 EA. 2 1 1 12 CONSTRUCT 8" FLANGE & BLIND FLANGE EA. CITY OF FONTANA CALIFORNIA, �e MW ASSOCIATES, INC. PUBLIC WORKS DEPARTMENT Drawn by: 1 SEWER a WATER IMPROVEMENT PLANS So a I e CIVIL ENGINEERS. LAND PLANNERS E . A . F FROM--_:B_l%LL;?/V-/-Z �V06-7- TO w 4P_ _ OIVY Ct2URT 1-=40- LAND SURVEYORS Designed b y : FRO _ El�o��2*E4'4t��T 0_ ;5�.!/f�U.a �•qCY- -Date. 2002 IOWA AVE. SUITE 110 TRACT No. 14275 . RIVERSIDE. CALIFORNIA 92507 E.A.F. NOV. 1990 17141 276-8760 Cheoked by: G . R . S .1135-f-59 L� App e d : CITY ENGINEER �) y3 Dw/g•�. No. Q 4 v �3 R.C.E. 2512G