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HomeMy WebLinkAbout3158-5ommmomm m IMMUNE MEMO EF r NEI mm NEON MM 1101 MINE 0 0 .ONE M 0 of m -s- 0 MM lmm_�mm - Emmmm IE.;M,:rmm 0 0 0 MEN so EM MMlmM EMMI_ ME 0 C) SCgCF \ 7 40,E MAGNOLIA WAY SEE SHT. 2 SCq�e , „ s�T 3 A y ri w- CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED _.,. TANGENT NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32). DRAW O3 CONSTRUCT 6"CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. • 700.00 82.66 ` •_ -�� 1.k__ , . % cies-n,. 101'00' 13" 25.00 `.� 30.33 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 - 57.00 AS AS SHOWN, W = 16' UNLESS NOTED ON PLAN. I -,0€�,ATEDINTO THE DOCi3V. 144' 10'47" 58.00 145.95 179.46 ,r�r ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY 57.00 19.80 STD. NOS. 109 & 130. C8 �raa 12 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE#7). C9 23'01'20" 188.33 75.67 38.35 C10 53'31'00" 1 15.00 r�.r....,�w�......�..�..�...........�....����..�. ��� ��.....�... mm •--�. 1191plios .� ..,,..�� mimm ��m mmmmmmm MEN • 3 N allm-1a --_ _ ! I I-.Im m Ow. -qm m -as - _ R! I ffm No No MOM r MOM mriLm. logo mi i g- 67 w"m tn mmmmus"migwm I - -k�---" ---------�..MEN IMME El r _� on .. •� _ • a W • 0 08- lm�lllll mom .: - g 9 IMMEME �- MOMME MMIlMl MEN IN M Mm__Mm • ii0mis mmis ME IMMM sm no NEON 0 C) SCgCF \ 7 40,E MAGNOLIA WAY SEE SHT. 2 SCq�e , „ s�T 3 A y TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONSTRUCTION NOTES O CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED _.,. TANGENT NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32). DRAW O3 CONSTRUCT 6"CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. c 700.00 82.66 41.38 DRAWINGS HAVE BEEN PRIEPA,. I © CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. E OF INFORMATION GO PiLr jas C4 101'00' 13" 25.00 OTHERS. THE ENGLNEER V4°_�. 30.33 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 _'' R AN ERRORS 57.00 AS AS SHOWN, W = 16' UNLESS NOTED ON PLAN. I -,0€�,ATEDINTO THE DOCi3V. 144' 10'47" 58.00 145.95 179.46 1 1 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY 57.00 19.80 STD. NOS. 109 & 130. C8 18'40' 18" 12 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE#7). C9 TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 00 REVISION DESCRIP11ON DATE I ENGR. I CITY I DATE t � •�3+1 c•,Et BIG HORN PLACE SCALE IN FEET 80 120 1 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. BENCH MAW. No. 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CECROS AVE., IN POWER POLE NO. 9011 E ON THE EAST SIDE OF CITRUS AVE. ELEVATION: 1467.59 CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT Cl 6'45'57" 720.00 85.02 42.56 C2 6'45'57" 700.00 82.66 41.38 C3 6'45'57" 1 680.00 80.30 40.20 C4 101'00' 13" 25.00 44.07 30.33 C5 21'29'50" 57.00 21.39 10.82 C6 144' 10'47" 58.00 145.95 179.46 C7 19'54'25" 57.00 19.80 10.00 00 REVISION DESCRIP11ON DATE I ENGR. I CITY I DATE t � •�3+1 c•,Et BIG HORN PLACE SCALE IN FEET 80 120 1 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. BENCH MAW. No. 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CECROS AVE., IN POWER POLE NO. 9011 E ON THE EAST SIDE OF CITRUS AVE. ELEVATION: 1467.59 ►SIS OF BEAF94M E BEARING OF N89'30'06"E ALONG E No. LINE OF SEC. 30, T.1 N.,R.5W., 3.M. PER R.S. 58/5, WAS USED AS AN. SIERRA OF BEARINGS FOR THIS SIE RRA LAKES SPECIFIC PLAN Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA OF MADO EA D'ASSOCIAT SPREPARED THE OFFICE INC. STREET IMPROVEMENT PLANS 10601 CHURCH 3TFiEEr, , SM 107 DRAWN BY: T ��A T N o 1 6 0 �j RANCHO PHONr= (909) 948-Mp S.G. SEMINOI.� 1 C FROM t i O SOUTH EAST OF DATE: SHOWN DESIGNED BY: GUSTA DR TO MAGNOLIA WAY) & DATE: E.R.F. BIG jWfip PLACE JUNE 2002 auv.� Date CHECKED BY: APPR BY: DRAWING NO.: � I FLC.E. 62183 EXP. >� 7' fid' ,� 3 158 q R.,4.M. TY ENGINEER R.C.E. 51152 DATE JA826-1171\streets\st05.dwg, 07/16/2002 04:12:22 PM, sc CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C 1 83'41 '30" 25.00 36.52 22.39 C2 86'31'48" 25.00 37.76 23.53 C3 36'31 ' 14" 282.00 179.75 93.05 C4 36'31 ' 14" 300.00 191.22 98.98 C5 36'31 ' 14" 318.00 202.69 104.92 C6 50'50'00" 57.00 50.57 27.09 C7 249'30' 18" 38.00 165.48 54.77 C8 18'40' 18" 57.00 18.58 9.37 C9 23'01'20" 188.33 75.67 38.35 C10 53'31'00" 1 15.00 ►SIS OF BEAF94M E BEARING OF N89'30'06"E ALONG E No. LINE OF SEC. 30, T.1 N.,R.5W., 3.M. PER R.S. 58/5, WAS USED AS AN. SIERRA OF BEARINGS FOR THIS SIE RRA LAKES SPECIFIC PLAN Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA OF MADO EA D'ASSOCIAT SPREPARED THE OFFICE INC. STREET IMPROVEMENT PLANS 10601 CHURCH 3TFiEEr, , SM 107 DRAWN BY: T ��A T N o 1 6 0 �j RANCHO PHONr= (909) 948-Mp S.G. SEMINOI.� 1 C FROM t i O SOUTH EAST OF DATE: SHOWN DESIGNED BY: GUSTA DR TO MAGNOLIA WAY) & DATE: E.R.F. BIG jWfip PLACE JUNE 2002 auv.� Date CHECKED BY: APPR BY: DRAWING NO.: � I FLC.E. 62183 EXP. >� 7' fid' ,� 3 158 q R.,4.M. TY ENGINEER R.C.E. 51152 DATE JA826-1171\streets\st05.dwg, 07/16/2002 04:12:22 PM, sc