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HomeMy WebLinkAbout2464-2SCALE: TRACT 15655-5 W VCP SEWER LATERAL LOT NO. DESIGN AS BUILT 1 25+43 22 2 24+71 24470 3 24+21 24� 21 4 23+94 231-92 5 23+43 193 f 4z6 303o,SIEEt 30' 22+66 lzz_a 7 22+51 Zz/- 6/ 8 22+22 .212 _f X6 31 24+09 24109 32 24+37 ,z433 24+87 24 -k&&l 34 25+58 25'A OR 35 25+86 25 -7 17­ 4'7**N- a Namn ON 101111111 10' SEWER 20+00.00 Sewer EASEMENT 48+50.25 q MH per dwg. no. 2446/6 21 +00.00 Sewer END EX. 8" VCP ?0+85.00 Se -A L "rlo 00000_:T JOIN EXIST. 8" VCP 0 PER DWG. NO. 2446 r ML Alk - C: wlA� 244 N 1 .\ 243+73.88 So. Mi Mand Ave. 50+31.08 Beech Ave. PLANS PREPARED FOR N Landings 750 L.L.C. Attn: Ben Anderson 550 W. Orangethorpe Placentia, California 92670 (714) 996-6700 51 L=35 -77t; 7 001111���i�ii�i � ��ii iii ��G�i�'ii E4 25 26 27 2d TRACT 156-5-5---j-5 50. 0' .00 t2i �L 22 M 321, 23 34 35 OWL.AVE 9 Ills 28+08 NEI 9 26+50-00 3t7 + 86 303o,SIEEt 30' 4+75.00 AVENUE U "084 14041 1 40# +82.00 ;t le + 5.41 40f Pi 'm girls 6 15 2 N A_ 50.00 zo owl 1 +00.00 (L Rockwel 1.10 1 +00.00 Bristol Ave. 1.2 1 5,1 A ON 9.20 N MEIN 9'59'00"ES87*40'53 E PROPOSED 15* VCP SEWER Lo- OPOSED 12" PER DWG. NO. 2446 04. U� ER N on N MEN on .ems II ��!� �!■■ e���� 0 i ��� ! fl ��� l��H! II�NHi i � ����i■�E .. $ ' � ��� �� ������i■���� �i��Z f$1lilPl��YYm��+ ������� �i� �i�s���� ► �����■��■ �iss-�S��a�I�F�f•EGZi71oiS2=�-- a✓i�� ��� `' i�■■ii iii�ii : �i�i�isii�■�!���i ■ s i�.� � � s ! 00 �s�i�iiii . =:��1�� "�,��� ,..!����::::�.:�� ili��i� �w.si!. - � ■��:iaii�i 10' SEWER 20+00.00 Sewer EASEMENT 48+50.25 q MH per dwg. no. 2446/6 21 +00.00 Sewer END EX. 8" VCP ?0+85.00 Se -A L "rlo 00000_:T JOIN EXIST. 8" VCP 0 PER DWG. NO. 2446 r ML Alk - C: wlA� 244 N 1 .\ 243+73.88 So. Mi Mand Ave. 50+31.08 Beech Ave. PLANS PREPARED FOR N Landings 750 L.L.C. Attn: Ben Anderson 550 W. Orangethorpe Placentia, California 92670 (714) 996-6700 51 L=35 -77t; 7 001111���i�ii�i � ��ii iii ��G�i�'ii E4 25 26 27 2d TRACT 156-5-5---j-5 50. 0' .00 20, 21 22 M 321, 23 34 35 OWL.AVE 9 4 28+08 4 9 26+50-00 3t7 + 86 303o,SIEEt 30' 4+75.00 AVENUE 1 a' s' 1 40# +82.00 ;t le + 5.41 40f Pi 5 6 15 2 N A_ 50.00 zo owl 1 +00.00 (L Rockwel 1.10 1 +00.00 Bristol Ave. 1.2 1 5,1 91.34 9.20 N MEIN 9'59'00"ES87*40'53 E PROPOSED 15* VCP SEWER Lo- OPOSED 12" PER DWG. NO. 2446 04. U� ER N 10' SEWER 20+00.00 Sewer EASEMENT 48+50.25 q MH per dwg. no. 2446/6 21 +00.00 Sewer END EX. 8" VCP ?0+85.00 Se -A L "rlo 00000_:T JOIN EXIST. 8" VCP 0 PER DWG. NO. 2446 r ML Alk - C: wlA� 244 N 1 .\ 243+73.88 So. Mi Mand Ave. 50+31.08 Beech Ave. PLANS PREPARED FOR N Landings 750 L.L.C. Attn: Ben Anderson 550 W. Orangethorpe Placentia, California 92670 (714) 996-6700 51 L=35 -77t; 7 001111���i�ii�i � ��ii iii ��G�i�'ii E4 25 26 27 2d TRACT 156-5-5---j-5 50. 0' .00 TRACT 26112 M 321, 27+35 34 35 1 10 9 4 28+08 X 12. P-7. 9 26+50-00 3t7 + 86 3 4+75.00 Ro well Ave. 12 +82.00 ;t le + 5.41 6 50.00 �1 Mil■ FAMMilm, Uhl.. MEIN 22+22.40 SEwdr 0+95.10 Street 23+72.40 Sewer n 2+44.98 Street INSTALL WATER- TIGHT COVER ROCKWELL f Bristol Ave. N6033'55 -E 5 Rockwefl Aver N89059'00"E S8740'53"E hkOxft 0" - 22+22.A SCALE: 1 *=40' WASIONS zRroeeT Date: ADC r�VGI Date ■ ■ tb 45.00- 50.00' 50.0 �) 3 1 2 20 32' low 32 ARLANE =1115 111.,ICTM NOTES CONSTRUCT 8" SEWER CONSTRUCT PRECAST CONCRETE E MANHOLE PER CITY SM. DWG. NO. 112 CONSTRUCT 4" VCP SEWER LATERAL REMOVE PLUG AND JOIN EXISTING 8* VCP SEWER CONSTRUCT Sm DUCTILE IRON SEWER, CLASS 52 (See general note 20) JOIN EXISTING 8* VCP (See general mote 21) (&-REMOVE EXISTING So VCP SEWER BENCHMARK CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/O HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. ELEVATI(N 1428.6090 29 .A, TRACT 15655-6 f VCP at UMIUL LOT NO. 48.46' 50. 0' .00 44.92' 26112 2 27+35 2 V) t 37 3 27+83 A17 t 91 4 28+08 X 12. P-7. 9 27+87 3t7 + 86 3 2 1 22+22.40 SEwdr 0+95.10 Street 23+72.40 Sewer n 2+44.98 Street INSTALL WATER- TIGHT COVER ROCKWELL f Bristol Ave. N6033'55 -E 5 Rockwefl Aver N89059'00"E S8740'53"E hkOxft 0" - 22+22.A SCALE: 1 *=40' WASIONS zRroeeT Date: ADC r�VGI Date ■ ■ tb 45.00- 50.00' 50.0 �) 3 1 2 20 32' low 32 ARLANE =1115 111.,ICTM NOTES CONSTRUCT 8" SEWER CONSTRUCT PRECAST CONCRETE E MANHOLE PER CITY SM. DWG. NO. 112 CONSTRUCT 4" VCP SEWER LATERAL REMOVE PLUG AND JOIN EXISTING 8* VCP SEWER CONSTRUCT Sm DUCTILE IRON SEWER, CLASS 52 (See general note 20) JOIN EXISTING 8* VCP (See general mote 21) (&-REMOVE EXISTING So VCP SEWER BENCHMARK CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/O HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. ELEVATI(N 1428.6090 29 .A, TRACT 15655-6 f VCP at UMIUL LOT NO. DESIGN AS BUILT 1 26+92 26112 2 27+35 2 V) t 37 3 27+83 A17 t 91 4 28+08 At+ 9 27+87 3t7 + 86 10 27+60 211) + C1 12 26+59 ;t le + 5.41 Prepared By: OFESS /0 CITY OF FONTANA CALIFORNIA ALLARD ENGINEERING �o Q �o J. q "q� Civil Engineering - Land Planning 6101 Cherry Avenue C/) Drawn By: BEWER 1164PROVEMENT PLANS Scale: Fontana, California 92336 No36052 BDM TRACT 15655-5 and 6 1 40 . rn ' 0 (909) 899-5011 Fax (909) 899-5014 19 Exp. 6/30/20M Designed By: ROCKWELL AVE. Date: SCN 8L 21540DO to 9L 2*M.001 NOV. 1996 , 7 fi C10'. Raymond J. Allard, R.C.E. 36052 Date 4%Checked By: (expires 6/30/2000) OF- CA \� RJA Approved: Dwg. No. CITY ENGINEER R.C.E. 251265 riienaMe: Date: February 10, 1997