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• • • • A ` 1 A f ��" • : • O x ��� � _I����"�S � � ii•I � �Y•�•� �IZ•.�•�BI�••�'BIB _ PAr � ����1 ►�I ��►�i ►��, ►moi ►��i ►�� ►�i����.a►Q [0;:�_i���lr� �d�i ►!������ � � � �� 1 +00.09 Heathrow Ave. 22+74.64 Gatwick Ave. -�.4Q39 a0' 69•Z ` U a 38 gc,'OZ 22.04' 61.00' 61.00' 61.00' 61.00' 61.00' 61.00' 57.00' 9 3+68.00 TL Heathro Av. g TV 1+43.00 �? 13+12.00 q Kennedy Ave. ECR 0 W 0 � N 37 36 35 34 33 32 31 30 +1° 54.50' •� 60.50' 9 44.00' m 1+43.00 BCR o o, O N or. 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W 29 28 00 27 54.50' •� 60.50' 9 44.00' m 1+43.00 BCR o o, O N or. W 29 28 00 27 =51.65' U 25 a 26 7��C7 J��r� CONSTRUCTION NOTES 18 18' CONSTRUCT 4" AC PAVEMENT (Min) OVER 12" OF 95X COMPACTED NATIVE 30' 30' ( See general notes 31 &32)CURVE DATA CARAVELLE AVE. 6a- CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 R L T SEE SHEET 7 7�- CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. 104 8�- CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16' (D --CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 105A. W=5' @-CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A 16 ADJUST MANHOLE FRAME &COVER TO GRADE PER CITY STD. DWG. NO. 109 17 ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. N0. 130 PLANS PREPARED FOR No REVISIONS Landings 750 L.L.C. Attn: Ben Anderson 550 W. Orangethorpe Placentia, California 92670 (714) 996-6700 1 32.00 9000000 50.27 32.00 2 62.00 23.33 23 25.49 12.93 3 58.00 131.45'05 133.37 1129.51 4 62.00 18' 11 42 19.69 9.93 5 62.00 36'52 12 39.90 20.67 6 38.00 253044'23" 168.29 50.67 7 25.00 90000'00 39.27 25.00 i 9+30.00 q Reathraw Ave. Radial Point 23 M.O.C. 24 r i LOT NO. DESIGN *AS BUILT " 13 4+50.00 14 5+09.00 15 5+69.00 16 6+30.00 17 6+90.00 18 7+51.00 19 8+11.00 20 N87r32'56"E(R) 21 S81-21'44"W(R) 22 N53.17'32"WR) 23 N 18.54'32"W(R) 24 N18'10'07"E(R) 25 N51.22'34"E(R) 26 S87'02'48"E(R) 27 8+67.00 28 8+06.00 29 7+45.00 30 6+07.00 31 5+48.00 32 4+87.00 33 4+26.00 34 3+65.00 35 3+04.00 36 2+27.00 37 1+80.00 38 S79'49'04"E R 39 S43'39'36"E R 40 S02.45'20"E(R) Prepared By: CITY OF FONTANA,CALIFORNIA royal Date: Approval C Date: ��{��'�Q�pFESS�O�, ALLARE'.') ENGINEERING �o No J. 4 q< CALTRANS BENCHMARK N0. 8-17 Civil Engineering - Land Planning ���" .� <<. �z BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 6101 Cherry Avenue Drawn By: STREET UIROVEfuENT PLAN Scale: 343' N 0 HIGHLAND AVE., 0.2 MI. W/O SAN Fontana,o. 36052 m DA TR/4CT 212 1 "= ' SEVAINE RD., IN SOUTH CONCRETE BASE OF CaliforniaColifornia 92336 _ � � 40 S.C.E. TOWER 19.5; 2.65 MI. W. ALONG (909) $99 5011 Fax (9/09) 899 5014 Exp. Designed By: HEATHROW AVENUE Date: HIGHLAND AVE. FROM SIERRA AVE. �o►X (o • 2.7 • g' P JF $TA.1f00.00 to STA. "240 Oct. 1997 �q Civil. RaymondJ. Allard, R.C.E. 36052 Date TFOF `�F Checked By: roved: , Dwg. No. g ELEVATIOI�k 1428.6090 (expires 6/30/2000) CA RJA CITY ENGINEER R.C.E. 25126 Z 7 Filename: L:\DWG\10201\15655-2\10201ST6.DWG Date: October 17, 1997 i 9+30.00 q Reathraw Ave. Radial Point 23 M.O.C. 24 r i LOT NO. DESIGN *AS BUILT " 13 4+50.00 14 5+09.00 15 5+69.00 16 6+30.00 17 6+90.00 18 7+51.00 19 8+11.00 20 N87r32'56"E(R) 21 S81-21'44"W(R) 22 N53.17'32"WR) 23 N 18.54'32"W(R) 24 N18'10'07"E(R) 25 N51.22'34"E(R) 26 S87'02'48"E(R) 27 8+67.00 28 8+06.00 29 7+45.00 30 6+07.00 31 5+48.00 32 4+87.00 33 4+26.00 34 3+65.00 35 3+04.00 36 2+27.00 37 1+80.00 38 S79'49'04"E R 39 S43'39'36"E R 40 S02.45'20"E(R) Prepared By: CITY OF FONTANA,CALIFORNIA royal Date: Approval C Date: ��{��'�Q�pFESS�O�, ALLARE'.') ENGINEERING �o No J. 4 q< CALTRANS BENCHMARK N0. 8-17 Civil Engineering - Land Planning ���" .� <<. �z BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 6101 Cherry Avenue Drawn By: STREET UIROVEfuENT PLAN Scale: 343' N 0 HIGHLAND AVE., 0.2 MI. W/O SAN Fontana,o. 36052 m DA TR/4CT 212 1 "= ' SEVAINE RD., IN SOUTH CONCRETE BASE OF CaliforniaColifornia 92336 _ � � 40 S.C.E. TOWER 19.5; 2.65 MI. W. ALONG (909) $99 5011 Fax (9/09) 899 5014 Exp. Designed By: HEATHROW AVENUE Date: HIGHLAND AVE. FROM SIERRA AVE. �o►X (o • 2.7 • g' P JF $TA.1f00.00 to STA. "240 Oct. 1997 �q Civil. RaymondJ. Allard, R.C.E. 36052 Date TFOF `�F Checked By: roved: , Dwg. No. g ELEVATIOI�k 1428.6090 (expires 6/30/2000) CA RJA CITY ENGINEER R.C.E. 25126 Z 7 Filename: L:\DWG\10201\15655-2\10201ST6.DWG Date: October 17, 1997 Prepared By: CITY OF FONTANA,CALIFORNIA royal Date: Approval C Date: ��{��'�Q�pFESS�O�, ALLARE'.') ENGINEERING �o No J. 4 q< CALTRANS BENCHMARK N0. 8-17 Civil Engineering - Land Planning ���" .� <<. �z BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 6101 Cherry Avenue Drawn By: STREET UIROVEfuENT PLAN Scale: 343' N 0 HIGHLAND AVE., 0.2 MI. W/O SAN Fontana,o. 36052 m DA TR/4CT 212 1 "= ' SEVAINE RD., IN SOUTH CONCRETE BASE OF CaliforniaColifornia 92336 _ � � 40 S.C.E. TOWER 19.5; 2.65 MI. W. ALONG (909) $99 5011 Fax (9/09) 899 5014 Exp. Designed By: HEATHROW AVENUE Date: HIGHLAND AVE. FROM SIERRA AVE. �o►X (o • 2.7 • g' P JF $TA.1f00.00 to STA. "240 Oct. 1997 �q Civil. RaymondJ. Allard, R.C.E. 36052 Date TFOF `�F Checked By: roved: , Dwg. No. g ELEVATIOI�k 1428.6090 (expires 6/30/2000) CA RJA CITY ENGINEER R.C.E. 25126 Z 7 Filename: L:\DWG\10201\15655-2\10201ST6.DWG Date: October 17, 1997