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HomeMy WebLinkAbout2503-3.tifUnderground Service Alert e Y� Call: TOLL FREE 0 1-800 422-4133 1WO WORKING DAYS BEFORE YOU DIG 14 15 WESTWIND AVE. See Sheet 4 25' 25' 18' 18' EASTWIND 13+23.00 8" VCP STUB^L=4^ ^T^ ^T^^ 2 6 g AVE• TRACT 151055' Z IF SEWER LINE FROM STA. 13+17.00 63.75' 63.75' 63.75' 43.09' 22.5, f �! 10+24 r T1 10+81 tt 0- 3 11+36 11 __S(40 ZD E 1 °� 4 N L2+ (Q3 L, i (TYP.) l3+8I 1 2 3 4 5 - 15+95 1 5 + coq., 5 �% 1� 1(e + 3(o 1,fr (p 16+87 v L=8.54' 1� 7 17+23 1 �1 + 4.2 1A S 17+42 1 +00.00 9 Underground Service Alert e Y� Call: TOLL FREE 0 1-800 422-4133 1WO WORKING DAYS BEFORE YOU DIG 14 15 WESTWIND AVE. See Sheet 4 25' 25' 18' 18' EASTWIND 13+23.00 8" VCP STUB^L=4^ ^T^ ^T^^ 2 6 g AVE• TRACT 151055' Z IF SEWER LINE FROM STA. 13+17.00 is li,�,�li 17 1�, QTO STA. 17+42.00 IS NOT CONSTRUCTED I5 17 1(0 15 14 13 I2 14 10 (NP') 4+17.00 Eastwind Ave. (TYP.) (TYP.) (TYP.) 4 2+91.96 q Tailwind Lane 4 4 4 3.75' 63.75' 63.75' © 63.75 3.75' 63.75 63.75' _ V W . �_ _ W _ .._.._._ -- - -- W - - .._.__ __ LO W _ 4 5 N89'59'00"E 6 I— 1— I— I 00 2 2 00 _o L�27.7 9' � 63.75' 63.75' � �3 . L-341 ;� 5 �a 4 V 3 2 TRACT 15(055- 13 47.00' 6 �� 4 • SS, � (TYP.) 0 1 �I 0 o) 1 Z � r,� I r- 20' 20' 32' 32' TAILWIND LANE SCALE: 1 "= 40' 9 8+13.34 Eastwind Ave. �,q.2.60' Radial Point �' `�3 48.34' 16.921$ So, — J "' S 0 2 .66' v 47.00' 63.75' 63.75' 63.75' 43.09' 22.5, V 'S� ao 10+24 g � 2 10+81 ��. 0- 3 11+36 11 __S(40 ZD 13+17.00 Sewer 1 °� 4 N L2+ (Q3 4+12.00 Street (TYP.) (TYP.) l3+8I 1 2 3 4 5 - 15+95 1 5 + coq., 5 �% 1� 1(e + 3(o 1,fr (p 16+87 v L=8.54' 1� 7 17+23 1 �1 + 4.2 1A S 17+42 1 +00.00 9 Eastwind Ave. 11 } 3 to ?� le 16+95 1, 4- i5, 5 ?0 I I 16+50 1 +00.00 � Westwind Ave. i 5+ 70 2 3 15+23 15 � 2 Z .5 I� 14+43 S 2� 1)5 13+95 7 r Cn 13+ 17 054- i1 * V 17 �' & 45.00' 13 4- 21 63.75' 1 1+88 0 * ?. I� 11+40 11+40 * �0 2 0 10+ 67 1 0 + (01 �� J W___-_.. 10+00.00 Sewer — — _ _ - __ _ . N89 9' 0+95.00 Street — �� <\�� . A� is li,�,�li 17 1�, QTO STA. 17+42.00 IS NOT CONSTRUCTED I5 17 1(0 15 14 13 I2 14 10 (NP') 4+17.00 Eastwind Ave. (TYP.) (TYP.) (TYP.) 4 2+91.96 q Tailwind Lane 4 4 4 3.75' 63.75' 63.75' © 63.75 3.75' 63.75 63.75' _ V W . �_ _ W _ .._.._._ -- - -- W - - .._.__ __ LO W _ 4 5 N89'59'00"E 6 I— 1— I— I 00 2 2 00 _o L�27.7 9' � 63.75' 63.75' � �3 . L-341 ;� 5 �a 4 V 3 2 TRACT 15(055- 13 47.00' 6 �� 4 • SS, � (TYP.) 0 1 �I 0 o) 1 Z � r,� I r- 20' 20' 32' 32' TAILWIND LANE SCALE: 1 "= 40' 9 8+13.34 Eastwind Ave. �,q.2.60' Radial Point �' `�3 48.34' 16.921$ So, — J "' S 0 2 .66' v 47.00' 63.75' 63.75' 63.75' 43.09' 22.5, ,� 10+24 t O +z 4- � 2 10+81 ��. 0- 3 11+36 11 __S(40 � 4, 13+17.00 Sewer 4 4 12+63 L2+ (Q3 4+12.00 Street (TYP.) (TYP.) l3+8I 1 2 3 4 5 - 15+95 1 5 + coq., 5 �% 1� 1(e + 3(o 1,fr (p 16+87 1'1 i- 2 2 1� 7 7 R ACT 15 Co 5 5- 21 v 110 D� X286, ���1 '44.35' 17+42.00 Sewer 8+37.00 Street �. l� (D See Sheet 2 CONSTRUCTION NOTES ( __ CONSTRUCT 8" VCP SEWER 3� CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 1 12 4a— CONSTRUCT 4" VCP SEWER LATERAL PER CITY STD. DWG. NO. 125 (D— INSTALL 8" VCP STOPPER 8� REMOVE PLUG AND JOIN EXISTING 8" VCP SEWER e =� �; �, s •� , ;a , r 0 TR. 151 L TR• 19 -- m - -- PROFILE - - =� VERT: 1 "= 4' 4" VCP SEWER LATERAL * Note: If sewer line is installed before storm drain, the following sewer laterals should be installed per plan. Lots 2-7; 28", �; & W. Ill I$ 19 2 0 PLANS PREPARED FOR REVISIONS Engineer City BENCHMARK Prepared By: CITY OF FONTANA, CALIFORNIA No. A rovaI Date: A roval Date: 10 ESS/oN� C0Kt ��T I.aT 10.14C'r os. 1. .`i ALLARD ENGINEERING �o �o J. ,� 2 " IZECnRD CLAW IMG" -;4 • CALTRANS BENCHMARK N0. 8-17 Civil Engineering — Land Planning �� ,�° <<.� �� Landin s 750 L.L.C. 7 � g BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 6101 Cherry Avenue co 0 _ Drawn By: SEWER IMPROVEMENT PLANS A Scale: Attn. Ben Anderson 343 N/0 HIGHLAND AVE., 0.2 MI. W/O SAN Fontana, California 92336 — No. 36052 m JA TRACT 15655-13 and 2 i 1 "= 40' 550 W. Orangethorpe SEVAINE RD., IN SOUTH CONCRETE BASE OF (909) 899-5011 Fax (909) 899-5014 Designed By: EASTWIND AVENUE Date: S.C.E. TOWER 19.5; 2.65 MI. W. ALONG . D _ Exp. 6, 30, 2000 March 1997 Placentia, California 92670 HIGHLAND AVE. FROM SIERRA AVE. I� . w2Qa� 7 '� ���� s� C �� SCN Sta.10+00.00 to Sta T7+42.00 (714) 996-6700 Raymond J. Allard, R.C.E. 36052 Date qTF OFiC �F Checked By: A roved: �. -Y/i,r/97 Dwg. No. 3 ELEVATION• 1428.6090 (expires 6/30/2000) CA RJA Pp�•r► CITY ENGINEER R.C.E. 25126 503 6 Filename: L:\DWG\10201\15655-13\10201S3.DWG D-gte: July 1 1, 1997 LOT NO. DESIGN " AS BUILT " 0 Q55--13 ,� 10+24 t O +z 4- � 2 10+81 �o + 61 0- 3 11+36 11 __S(40 � 4, 1 1+77 l } ?I 1' � 12+63 L2+ (Q3 �D5F)'Z 1 F 13+87 l3+8I �3 3 15+09 15 4- A ,5 15+95 1 5 + coq., 5 �5 5 16+36 1(e + 3(o 1,fr (p 16+87 1'1 i- 2 2 1� 7 17+23 1 �1 + 4.2 1A S 17+42 1'1 + 4Z 9 17+29 11 } 3 to ?� le 16+95 1, 4- i5, 5 ?0 I I 16+50 1 U} 5 o � 12. 15+70 i 5+ 70 2 3 15+23 15 � 2 Z .5 I� 14+43 ked 4 4Z•5 2� 1)5 13+95 1$ } 95 2e I U 13+ 17 054- i1 * V 17 13+21 13 4- 21 * Za 1S 1 1+88 I l+ gg * ?. I� 11+40 11+40 * �0 2 0 10+ 67 1 0 + (01 * Note: If sewer line is installed before storm drain, the following sewer laterals should be installed per plan. Lots 2-7; 28", �; & W. Ill I$ 19 2 0 PLANS PREPARED FOR REVISIONS Engineer City BENCHMARK Prepared By: CITY OF FONTANA, CALIFORNIA No. A rovaI Date: A roval Date: 10 ESS/oN� C0Kt ��T I.aT 10.14C'r os. 1. .`i ALLARD ENGINEERING �o �o J. ,� 2 " IZECnRD CLAW IMG" -;4 • CALTRANS BENCHMARK N0. 8-17 Civil Engineering — Land Planning �� ,�° <<.� �� Landin s 750 L.L.C. 7 � g BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 6101 Cherry Avenue co 0 _ Drawn By: SEWER IMPROVEMENT PLANS A Scale: Attn. Ben Anderson 343 N/0 HIGHLAND AVE., 0.2 MI. W/O SAN Fontana, California 92336 — No. 36052 m JA TRACT 15655-13 and 2 i 1 "= 40' 550 W. Orangethorpe SEVAINE RD., IN SOUTH CONCRETE BASE OF (909) 899-5011 Fax (909) 899-5014 Designed By: EASTWIND AVENUE Date: S.C.E. TOWER 19.5; 2.65 MI. W. ALONG . D _ Exp. 6, 30, 2000 March 1997 Placentia, California 92670 HIGHLAND AVE. FROM SIERRA AVE. I� . w2Qa� 7 '� ���� s� C �� SCN Sta.10+00.00 to Sta T7+42.00 (714) 996-6700 Raymond J. Allard, R.C.E. 36052 Date qTF OFiC �F Checked By: A roved: �. -Y/i,r/97 Dwg. No. 3 ELEVATION• 1428.6090 (expires 6/30/2000) CA RJA Pp�•r► CITY ENGINEER R.C.E. 25126 503 6 Filename: L:\DWG\10201\15655-13\10201S3.DWG D-gte: July 1 1, 1997