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E. 00 D + of LO _0 (D 0 32 0 31 0 z 0 38 37 36 35 34 33 0 0 28 27 < - 18 18 0:� 0 0 o6 1--_ 0 0 0 k 0 C� m W 0 25 25' F -- z CY) - 00 W 4-0 -4-0 0 41r-� - 50 C5 r - CO LO 1-- (6 Lo + T- + 000 LUCERO WAY 00 14- U-) + SEE SHEET 4 -0 R A L T 1 30.00' 89*56'04" 47.09' 29.97' 2 67.00' 35"57'02" 42.04' 21.74' 3 38.00' 251 "54'04" 167.07' Drawn By: DBW 4 25.00' 9 0" 16'42 39.39' 25.12 1 5 25.00' 89*43'18" 39.15' 24.88' 6 30.00' 90*03'56" 47.16' 30.03 1 UndergroUrld SerViCe Ajert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF C= Cat TOLL FREE APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 1-8W REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS 227-2600 IN EFFECT. TWO WORKING DAYS BEFORE YOU DIG I PLANS PREPARED FOR FORECAST HOMES 10670 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 (909) 987-7788 (909) 987-1169 No. ve* I bb.UU- -55.00 26 00 rN, 22 TYP. 24 RFIL �% iiiiiiilliilliilliillillllllllllllll�� III�� CONSTRUC11ON NOTES INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) PER CITY STD. DWG. NO. 1016 10 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006 25 FT. LUMINAIRE HEIGHT. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELITE OR APPROVED EQUAL. 11 CONSTRUCT CATCH BASIN PER APWA STD. DWG NO. 300-2, AS SHOWN ON SHEET 2 &-CONSTRUCT 4.5" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE ( See rieneral notes 27&28) (12 -CO STR CT LOCAL DEPRESSIO ER APWA ST WG NO. 13-1 CASE A AS HOW ON S EET GRAPHIC SCALE 40 0 20 40 80 1 1 1 1 1 IN FEET I inch = 40 ft. Q 13.5 r-3-7.65, INSTALL &-INSTALL ADJUST 0 m 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. ELEVA_nON: 1428.6090 LO 25 a- V) 00 0 op 19 00 ijIl N 20 0 00 old - C14 q-* 60 + Cq + Drawn By: DBW r- .4- Scale: 1 40 Cq Designed By: DBW 21 3 -43 ved: 0 /C7 of Appro CITY FNGINFI R C E `51152 Dwg. No. 208 3 5 f�. 9 8' bb 00 rN, 22 TYP. 24 RFIL �% iiiiiiilliilliilliillillllllllllllll�� III�� CONSTRUC11ON NOTES INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) PER CITY STD. DWG. NO. 1016 10 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006 25 FT. LUMINAIRE HEIGHT. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELITE OR APPROVED EQUAL. 11 CONSTRUCT CATCH BASIN PER APWA STD. DWG NO. 300-2, AS SHOWN ON SHEET 2 &-CONSTRUCT 4.5" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE ( See rieneral notes 27&28) (12 -CO STR CT LOCAL DEPRESSIO ER APWA ST WG NO. 13-1 CASE A AS HOW ON S EET GRAPHIC SCALE 40 0 20 40 80 1 1 1 1 1 IN FEET I inch = 40 ft. Q 13.5 r-3-7.65, INSTALL &-INSTALL ADJUST 0 m 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. ELEVA_nON: 1428.6090 LO 25 0� to 00 0 op C)10 + Or - old - C14 00 rN, 22 TYP. 24 RFIL �% iiiiiiilliilliilliillillllllllllllll�� III�� CONSTRUC11ON NOTES INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) PER CITY STD. DWG. NO. 1016 10 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006 25 FT. LUMINAIRE HEIGHT. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELITE OR APPROVED EQUAL. 11 CONSTRUCT CATCH BASIN PER APWA STD. DWG NO. 300-2, AS SHOWN ON SHEET 2 &-CONSTRUCT 4.5" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE ( See rieneral notes 27&28) (12 -CO STR CT LOCAL DEPRESSIO ER APWA ST WG NO. 13-1 CASE A AS HOW ON S EET GRAPHIC SCALE 40 0 20 40 80 1 1 1 1 1 IN FEET I inch = 40 ft. CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 160 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W= 16' CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH PER 104, W=10' PLAN INSTALL &-INSTALL ADJUST STOP SIGN PER CITY STD. DWG. NO. 139 STREET SIGN PER CITY STD. DWG. NO. 139 MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 REVISIONS Engineer City Approval Date: Approval Date: 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. ELEVA_nON: 1428.6090 ��SS/0 zV 0 No. 36052 m r-xp. .613O.Z2004 11z_ CIVk\_ N OF- CAO� F CA Y Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 P -7 &azf ,ti a,.,� - 6 Ha and J. Alfard, R.C.E. 36052 Date Yin (expires 6/30/2004) - Q CITY OF FONTANA CALIFORNIA ,�a/,4 7. 1 STREET IMPROVEMENT PLANS Drawn By: DBW TRACT NO. 16078 STO RIVE Scale: 1 40 Designed By: DBW Date: JUNE, 2001 Checked By: RD IZE? ved: 0 /C7 of Appro CITY FNGINFI R C E `51152 Dwg. No. 208 3 5 Filename: M:\DWG\ 16001 \STREETS\ 16078-1 ST3.DWG