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ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELITE OR APPROVED EQUAL. 04 00 CONSTRUCT 4.5" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE 0 ( See general notes 27&28) LO LO K) 'Co W 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 if / 0 Z F— x 30 31 00 W z 5 P. U. E. 00 0 C14 r- 14- z < + 5 M Ld BCR M 9 1415.70 TC —68.00 52.09'— SEE DWG #20`16 No J` -r-- .� eo, j 69.00 —52.91- 5 I ECR P. U. E. 1 41 6.7 0 TC Kc LUCERO WAY CURVE DATA 40*1 PRESTON DRIVE SEE SHEET 3 54' W 0 27' I- 27' CF) 40' r,: 20'., - 20' + 04 Tq- 2 -too MEN lin I 13 14 I- 13+12.28 LUCERO WAY= 00 0 0 ... CA 01 00 V) 00) 18'_ 18' 0; Lb 361 (6 + I— 25, 25 14- - I - 50 PRESTON DRIVE SEE SHEET 3, 0 z 18 18 361 U) I o'l-- I.-_ Cf) 5 25 2 I 00 0 x N C) U') Ld . Ir- 569 r 14- + 0 9.3 9' ujr- < SUMMERLAND LANE 25.00' SEE DWG #20`16 No J` -r-- .� eo, j 69.00 —52.91- 5 I ECR P. U. E. 1 41 6.7 0 TC Kc LUCERO WAY CURVE DATA 40*1 PRESTON DRIVE SEE SHEET 3 54' W 0 27' I- 27' CF) 40' r,: 20'., - 20' + 04 Tq- 2 -too MEN lin I 13 14 I- 13+12.28 LUCERO WAY= 00 0 0 ... CA 01 00 V) 00) 18'_ 18' 0; Lb 361 (6 + I— 25, 25 14- - I - 50 PRESTON DRIVE SEE SHEET 3, 0 R A L T 1 25.00' 9 0 1 642 9.3 9' 2 5.1 2' 2 25.00' 89*43'1 8" 39.1 5' 24.88 $ SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 2 F.Ark m ra -1-ON x X0,21 I is -01, I I 11 0 947 FORECAST HOMES 10670 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 (909) 987-7788 (909) 987-1169 18+27.27 PRESTON DRIVE 141 A 1Q Fq W z W > 04 0 W W W (j) X N - N o -1 0 -/ 1, S - _.. j � 178 < :2 0 C Z D C 0 M V 00 C C14 C N:2 +C L.L Cc 6 CONSTRUCT 8 PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 9 CONSTRUCT 4 PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH PER PLAN @_ INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 8�__INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 @_ ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 16 GRIND EXISTING A.C. PAVEMENT (0.10' MIN.) 17 OVERLAY A.C. PAVEMENT (0.10' MIN.) @_ REMOVE EXISTING TRAFFIC BARRICADE RE MWISIONS Engineer City BENCHMARK No. Approval Date: Approval Date: 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 C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. ELEVATION: 1428.6090_ ()FESS/ J. No. 36052 m Uj M OC r-- -7 f% / e. ^ f% A --'D , k C"_ 4� ,tZ OF C4�_ INDICATES A.C. OVERLAY INDICATES A.C. GRIND Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, Calffornia 92335 (909) 356-1815 Fax (909) 356-1795 VC04 n,-tJ CV&-� -7-9- O/ Ra�mond J. C.E. 36052 Date (expires 6/30/2004) FIS z 0 LU Lj < > 0 W 15 C4 < z EXI Yo C) m .m 0 HEMLC LLI < CONSTRUCTION NOTES INSTALL 9500 LUMEN HPSV STREET LIGHT (100 WA17; #10) PER CITY STD. DWG. NO. 1016 25 FT. LUMINAIRE HEIGHT. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELITE OR APPROVED EQUAL. CONSTRUCT 4.5" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE ( See general notes 27&28) (5'�—CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 6 CONSTRUCT 8 PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 9 CONSTRUCT 4 PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH PER PLAN @_ INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 8�__INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 @_ ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 16 GRIND EXISTING A.C. PAVEMENT (0.10' MIN.) 17 OVERLAY A.C. PAVEMENT (0.10' MIN.) @_ REMOVE EXISTING TRAFFIC BARRICADE RE MWISIONS Engineer City BENCHMARK No. Approval Date: Approval Date: 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 C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. ELEVATION: 1428.6090_ ()FESS/ J. No. 36052 m Uj M OC r-- -7 f% / e. ^ f% A --'D , k C"_ 4� ,tZ OF C4�_ INDICATES A.C. OVERLAY INDICATES A.C. GRIND Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, Calffornia 92335 (909) 356-1815 Fax (909) 356-1795 VC04 n,-tJ CV&-� -7-9- O/ Ra�mond J. C.E. 36052 Date (expires 6/30/2004) FIS z 0 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 iiach = 40 ft. EC CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS Drawn By: TRACT NO. 16078 Scale: is DBW 1 = 40' Designed By: LUCERO WAY Date: DBW HE AV/ENWWF-S1TE) JUNE, 2001 _MLOW Checked By: V u of Dwg. No. Approved: RD RE, CITY ENGINFrR R.C.E. 51152 2M Filename: M:\DWG\ 1 6001 \STREETS\ 1 6078-1 ST4.DWG LU W ---- -- ------ C4 I0 04 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 iiach = 40 ft. EC CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS Drawn By: TRACT NO. 16078 Scale: is DBW 1 = 40' Designed By: LUCERO WAY Date: DBW HE AV/ENWWF-S1TE) JUNE, 2001 _MLOW Checked By: V u of Dwg. No. Approved: RD RE, CITY ENGINFrR R.C.E. 51152 2M Filename: M:\DWG\ 1 6001 \STREETS\ 1 6078-1 ST4.DWG LU W 0) GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 iiach = 40 ft. EC CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS Drawn By: TRACT NO. 16078 Scale: is DBW 1 = 40' Designed By: LUCERO WAY Date: DBW HE AV/ENWWF-S1TE) JUNE, 2001 _MLOW Checked By: V u of Dwg. No. Approved: RD RE, CITY ENGINFrR R.C.E. 51152 2M Filename: M:\DWG\ 1 6001 \STREETS\ 1 6078-1 ST4.DWG