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Home My WebLink About1948ftltv 9zo -a tagwry sty LIN a, Sir VARES ROY U 01TOOl � Mo � ar, &WfNNYNG -Or CURVE cc - END or cvffyv Bc.l? - BEGANNING :Or ClJR8 RMRN ECR - W OF CURB RETURN w VER77CAL CURVE OW 8EGINNI CAL CORW mw MIDDLE OF VERX44t CUOr rry END OF VERrOL OUR, AM MIME :OF CURVE Cr CUR8 FACE CL CENITERLINE EP EDGE OF PA"Wr Ft FLOWLINE FS fiNISHEO SURFACE GO WE BR&W Pt PROPERW LINE PRC POINT Or REWRSE CURVE Rp RADIUS POW R1W RIGHr OF WAY Fc TOP OF CURS TR TANGENT RAX hVM P9W TO ACCEPIAW OF PMI X A -M� EMOPP Simit !W" OA Om OF IW MR OPM 7MCA M fft fe In FE LEGEND SAORM ■ ff IT r� W =14 ro, CC U S106WALK Nly C CL S Sl Y 60' 1 64' LOY A 40A 7' 7' 13* YA RIE5 ik T IMPROVEMEN` 2 6 VARIES,- I I ' MAX. 6" CURR ONLY V 4.5 L_ — 4f* —7--- 2% 2 230UN, Pcc 6�"AC17 \ SIDEWALK & Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . I" MIN. A c&EntAy Lfiff MAD Nn T.I. X01 R FAW su. 2V+74 TO' S7A. 22+00 6;�-AC71 \,8- CURB SIDEWALK 6'A6 GUTTER 8 0 PCL 1-4 A M 5639 ERWAMA COLONY LAW�t I- = U,;T,-;T,,nTVj7a,,Tff#7TW BC BEGINNING OF CURVE EC END OF CURVE 6CR BEGINNING OF CURB RETURN ECR END OF CURB RETURN vc VER77CAL CURVE Bvc o BEGINNING OF VER77CAL CURVE IvIvc MIDDLE OF VERTICAL CURVE Evc END OF VERTICAL CURVE tdoc - MIDDLE OF CURVE CF - CURB FACE CL - CENTERLINE EP - EDGE OF PAVEMENT FL - FLOWUNE FS - FINISHED SURFACE GB - GRADE BREAK PL - PROPERTY LINE PRC - POINT OF REVERSE CURVE RP - RADIUS POINT RIW - RIGHT OF WAY TC - TOP OF CURB TR - TANGENT RATE BENCHMARK DESCRIPHON. CH15LED '0' ON TOP OF CURB FRONT OF RRE WDRANT W SIRE OF VWA04 AVE, 0.25 MILES MORTY OF FOOTHILL 8tlV0,ffFXT TO P.P. lr27856 ELEVARON 1224S5 TEMPORARY NCH MARK I' IRON PIPE 200'–* NO OF cl WVMCM OF 84SELINE POAD'AND EnWINDA AVEW(JE, NORTH SEC77ON 6, F IS., R.6 W, 5.8.6.&M. 8101770N.- 1299.56 CONSWCTION NOMS FIOR STREET TREES. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. J. ALL STREET TREES ARE SUBJECT TO INSPEC77ON AND ACCEPTANCE BY THE ENGINEERING DIVISION. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY 7E LEGEND VICINITY MAP NOT TO SCALE I STREET IMPROVEMENT IA CONSTRUCT 6" MIN. AC OVER 6" MIN. CLASS 2 AGGREGATE BASE" DI - CONSTRUCT 5" MIN. AC OVER 6" MIN. CLASS 2 AGGREGATE' BASE 2 CONSTRUCT 8" CURB & GUTTER A2-8" PER CITY SID. PLAN NO. 104 CONSTRUCT 4- PCC SIDEWALK PER CITY S70. PLAN NO, 103, W PER PLAN 4 CONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY STD PLAN NO 106-A CONSTRUCT HANDICAPPED ACCESS RAMP PER C17Y STt9 PLAN NO 102 6 CONSTRUCT CURB TRANSITION FROM 8" CF TO 6' CF CONSTRUCT CURB TRANSITION FROM 10" CF TO 80 CF 8 CONSTRUCT CURE OPENING CATCH BASIN PER CITY SrD PLAN NO JOO, "W- PER PLAN CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO.JO7 10 CONSTRUCT 10" C098LE CURB & GUTTER PER CITY STD. PLAN NO. 105-B 11 INSTALL STREET NAME SIGN PER CITY .STD. PLAN NO.401-A & 401-B INSTALL STREET LIGHT 5800 LUMEN H.P.S.V BY S.C.E. PAID FOR AND COORDINATED BY THE DEVELOPER OJ —INSTALL STREET LIGHT 9500 LUMEN H.P.S. V. BY S.C.E. PAID FOR AND COORDINAIED BY THE DEVELOPER 14 INSTALL FIRE HYDRANT MARKER PER CITY SID PLAN NO 1J4 ADJUST MANHOLE RIM 7'0 GRADE 16 "UST WATER VALVE COVER TO GRADE rl 7 SAWCUT f REMOVE EXISTING CURB & GUTTER C18 SAWCUT REMOVE EXISTING AC PAVEMENT AND RECONSTRUCT TO MATCH EXISTING AC PAVEMENT ;I CONSTRUCT VARIABLE A.C. OVERLAY 2 __ CONSTRUCT 8' CURB ONLY ';47-8" PER CITY STD. PLAN NO. 704 @_ CONSTRUCT COBBLE CURB TRANSITION FROM 10" CF TO 6" CF 2 CONSTRUCT BUSBAY PER CITY STD. PLAN NO 119 @_ INSTALL ,STREET TREE PER NOTES AND LEGEND ON THIS SHEET CL RIW VARIES RIW loo, I QUANTITIES STORM DRAIIN 15,23I S. F. @ Jo INSTALL 54- RCP, D' -LOAD PER PROFILE )___ 3,990 S.F 0 J 7 CONSTRUCT MANHOLE NO. 2 PEI? CITY SID. PLAN 319 — 1,JJ9 L.F 32 CONSTRUCT CONCRETE COLLAR PER CITY ST). PLAN J29 8;888 S. F 33 REMOVE PIPE CLOSURE FROM EXISTING 540 R.C.P. AND JOIN 106 L.F 34 CONSTRUCT TEMPORARY BRICK PLUG 2 EA. @_—INSTALL 24" RCP, D-LOAD PER PROFILE 220 L.F. J6 INSTALL 18" RCP, D-LOAD PER PROFILE 55 L.F 0— INSTALL 60" RCP, D-LOAD PER PROFILE RUGT - ffmr ff n ",7" 69m(GT4 .-ST-9.- 9__T3 1OJ9 L.F Qq--INSTALL 60" RCP, D-LOAD PER PRORLE , J EA. I ig CONSTRUCT MANHOLE 11 (MODIRED,, NO SHAFT) 6 EA_ PER CITY STD. PLAN Jla 1-9$'T -L,040 Pa)-)ZoFjl_E., 7 -9 EA6.i� .,441. W RC27 D 1 EA. 2 EA. 3 LA, 450 L.F K4� 1 OR GREATER JO 873 S. F. R D SHORING CL RIW VARIES RIW 1 10.6, -.7 6 if ko. ETMWA A KITS r.l. = &.0 R 67 FROM STA. 15+00 r0 STA. 19+15 MAX. 0 6T STORld DRAtN QUANTIFIES 1, 450 L. F J EA,. 2 EA. I EA, 1 EA, 315 L.F. 481 L. F. J09 L.F -4 309 L. F I EA. MQTM- 1, TRENCH WIDTH SMALL BE CONTROLLED NOTE. COMPACHON SHALL BE 90% IN ALL ZONES UNLESS OTHERISE SP 2 7WEAff RIASE000SAFER THAN 5' TRENCH STAB[LIT)( SHALL CONFECIORM RED. SHALL HAVE ADrQUAM' SHORING. J. CLASS # AGG.BASE ALL 7WENCHES TO CAL–OSHA REQUIREMENT5. LESS THAN 100' IN LENGTH. vii 1 ZMLLT INIV. U114- . . . . . . . . . . . . . . . . . . . . . . . . . . . . I" MIN. A c&EntAy Lfiff MAD Nn T.I. X01 R FAW su. 2V+74 TO' S7A. 22+00 6;�-AC71 \,8- CURB SIDEWALK 6'A6 GUTTER 8 0 PCL 1-4 A M 5639 ERWAMA COLONY LAW�t I- = U,;T,-;T,,nTVj7a,,Tff#7TW BC BEGINNING OF CURVE EC END OF CURVE 6CR BEGINNING OF CURB RETURN ECR END OF CURB RETURN vc VER77CAL CURVE Bvc o BEGINNING OF VER77CAL CURVE IvIvc MIDDLE OF VERTICAL CURVE Evc END OF VERTICAL CURVE tdoc - MIDDLE OF CURVE CF - CURB FACE CL - CENTERLINE EP - EDGE OF PAVEMENT FL - FLOWUNE FS - FINISHED SURFACE GB - GRADE BREAK PL - PROPERTY LINE PRC - POINT OF REVERSE CURVE RP - RADIUS POINT RIW - RIGHT OF WAY TC - TOP OF CURB TR - TANGENT RATE BENCHMARK DESCRIPHON. CH15LED '0' ON TOP OF CURB FRONT OF RRE WDRANT W SIRE OF VWA04 AVE, 0.25 MILES MORTY OF FOOTHILL 8tlV0,ffFXT TO P.P. lr27856 ELEVARON 1224S5 TEMPORARY NCH MARK I' IRON PIPE 200'–* NO OF cl WVMCM OF 84SELINE POAD'AND EnWINDA AVEW(JE, NORTH SEC77ON 6, F IS., R.6 W, 5.8.6.&M. 8101770N.- 1299.56 CONSWCTION NOMS FIOR STREET TREES. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. J. ALL STREET TREES ARE SUBJECT TO INSPEC77ON AND ACCEPTANCE BY THE ENGINEERING DIVISION. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY 7E LEGEND VICINITY MAP NOT TO SCALE I STREET IMPROVEMENT IA CONSTRUCT 6" MIN. AC OVER 6" MIN. CLASS 2 AGGREGATE BASE" DI - CONSTRUCT 5" MIN. AC OVER 6" MIN. CLASS 2 AGGREGATE' BASE 2 CONSTRUCT 8" CURB & GUTTER A2-8" PER CITY SID. PLAN NO. 104 CONSTRUCT 4- PCC SIDEWALK PER CITY S70. PLAN NO, 103, W PER PLAN 4 CONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY STD PLAN NO 106-A CONSTRUCT HANDICAPPED ACCESS RAMP PER C17Y STt9 PLAN NO 102 6 CONSTRUCT CURB TRANSITION FROM 8" CF TO 6' CF CONSTRUCT CURB TRANSITION FROM 10" CF TO 80 CF 8 CONSTRUCT CURE OPENING CATCH BASIN PER CITY SrD PLAN NO JOO, "W- PER PLAN CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO.JO7 10 CONSTRUCT 10" C098LE CURB & GUTTER PER CITY STD. PLAN NO. 105-B 11 INSTALL STREET NAME SIGN PER CITY .STD. PLAN NO.401-A & 401-B INSTALL STREET LIGHT 5800 LUMEN H.P.S.V BY S.C.E. PAID FOR AND COORDINATED BY THE DEVELOPER OJ —INSTALL STREET LIGHT 9500 LUMEN H.P.S. V. BY S.C.E. PAID FOR AND COORDINAIED BY THE DEVELOPER 14 INSTALL FIRE HYDRANT MARKER PER CITY SID PLAN NO 1J4 ADJUST MANHOLE RIM 7'0 GRADE 16 "UST WATER VALVE COVER TO GRADE rl 7 SAWCUT f REMOVE EXISTING CURB & GUTTER C18 SAWCUT REMOVE EXISTING AC PAVEMENT AND RECONSTRUCT TO MATCH EXISTING AC PAVEMENT ;I CONSTRUCT VARIABLE A.C. OVERLAY 2 __ CONSTRUCT 8' CURB ONLY ';47-8" PER CITY STD. PLAN NO. 704 @_ CONSTRUCT COBBLE CURB TRANSITION FROM 10" CF TO 6" CF 2 CONSTRUCT BUSBAY PER CITY STD. PLAN NO 119 @_ INSTALL ,STREET TREE PER NOTES AND LEGEND ON THIS SHEET CL RIW VARIES RIW loo, I QUANTITIES STORM DRAIIN 15,23I S. F. @ Jo INSTALL 54- RCP, D' -LOAD PER PROFILE )___ 3,990 S.F 0 J 7 CONSTRUCT MANHOLE NO. 2 PEI? CITY SID. PLAN 319 — 1,JJ9 L.F 32 CONSTRUCT CONCRETE COLLAR PER CITY ST). PLAN J29 8;888 S. F 33 REMOVE PIPE CLOSURE FROM EXISTING 540 R.C.P. AND JOIN 106 L.F 34 CONSTRUCT TEMPORARY BRICK PLUG 2 EA. @_—INSTALL 24" RCP, D-LOAD PER PROFILE 220 L.F. J6 INSTALL 18" RCP, D-LOAD PER PROFILE 55 L.F 0— INSTALL 60" RCP, D-LOAD PER PROFILE RUGT - ffmr ff n ",7" 69m(GT4 .-ST-9.- 9__T3 1OJ9 L.F Qq--INSTALL 60" RCP, D-LOAD PER PRORLE , J EA. I ig CONSTRUCT MANHOLE 11 (MODIRED,, NO SHAFT) 6 EA_ PER CITY STD. PLAN Jla 1-9$'T -L,040 Pa)-)ZoFjl_E., 7 -9 EA6.i� .,441. W RC27 D 1 EA. 2 EA. 3 LA, 450 L.F K4� 1 OR GREATER JO 873 S. F. R D SHORING CL RIW VARIES RIW 1 10.6, -.7 6 if ko. ETMWA A KITS r.l. = &.0 R 67 FROM STA. 15+00 r0 STA. 19+15 MAX. 0 6T STORld DRAtN QUANTIFIES 1, 450 L. F J EA,. 2 EA. I EA, 1 EA, 315 L.F. 481 L. F. J09 L.F -4 309 L. F I EA. MQTM- 1, TRENCH WIDTH SMALL BE CONTROLLED NOTE. COMPACHON SHALL BE 90% IN ALL ZONES UNLESS OTHERISE SP 2 7WEAff RIASE000SAFER THAN 5' TRENCH STAB[LIT)( SHALL CONFECIORM RED. SHALL HAVE ADrQUAM' SHORING. J. CLASS # AGG.BASE ALL 7WENCHES TO CAL–OSHA REQUIREMENT5. LESS THAN 100' IN LENGTH. vii 1 ZMLLT INIV. U114- PCL 1-4 A M 5639 ERWAMA COLONY LAW�t I- = U,;T,-;T,,nTVj7a,,Tff#7TW BC BEGINNING OF CURVE EC END OF CURVE 6CR BEGINNING OF CURB RETURN ECR END OF CURB RETURN vc VER77CAL CURVE Bvc o BEGINNING OF VER77CAL CURVE IvIvc MIDDLE OF VERTICAL CURVE Evc END OF VERTICAL CURVE tdoc - MIDDLE OF CURVE CF - CURB FACE CL - CENTERLINE EP - EDGE OF PAVEMENT FL - FLOWUNE FS - FINISHED SURFACE GB - GRADE BREAK PL - PROPERTY LINE PRC - POINT OF REVERSE CURVE RP - RADIUS POINT RIW - RIGHT OF WAY TC - TOP OF CURB TR - TANGENT RATE BENCHMARK DESCRIPHON. CH15LED '0' ON TOP OF CURB FRONT OF RRE WDRANT W SIRE OF VWA04 AVE, 0.25 MILES MORTY OF FOOTHILL 8tlV0,ffFXT TO P.P. lr27856 ELEVARON 1224S5 TEMPORARY NCH MARK I' IRON PIPE 200'–* NO OF cl WVMCM OF 84SELINE POAD'AND EnWINDA AVEW(JE, NORTH SEC77ON 6, F IS., R.6 W, 5.8.6.&M. 8101770N.- 1299.56 CONSWCTION NOMS FIOR STREET TREES. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. J. ALL STREET TREES ARE SUBJECT TO INSPEC77ON AND ACCEPTANCE BY THE ENGINEERING DIVISION. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY 7E LEGEND VICINITY MAP NOT TO SCALE I STREET IMPROVEMENT IA CONSTRUCT 6" MIN. AC OVER 6" MIN. CLASS 2 AGGREGATE BASE" DI - CONSTRUCT 5" MIN. AC OVER 6" MIN. CLASS 2 AGGREGATE' BASE 2 CONSTRUCT 8" CURB & GUTTER A2-8" PER CITY SID. PLAN NO. 104 CONSTRUCT 4- PCC SIDEWALK PER CITY S70. PLAN NO, 103, W PER PLAN 4 CONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY STD PLAN NO 106-A CONSTRUCT HANDICAPPED ACCESS RAMP PER C17Y STt9 PLAN NO 102 6 CONSTRUCT CURB TRANSITION FROM 8" CF TO 6' CF CONSTRUCT CURB TRANSITION FROM 10" CF TO 80 CF 8 CONSTRUCT CURE OPENING CATCH BASIN PER CITY SrD PLAN NO JOO, "W- PER PLAN CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO.JO7 10 CONSTRUCT 10" C098LE CURB & GUTTER PER CITY STD. PLAN NO. 105-B 11 INSTALL STREET NAME SIGN PER CITY .STD. PLAN NO.401-A & 401-B INSTALL STREET LIGHT 5800 LUMEN H.P.S.V BY S.C.E. PAID FOR AND COORDINATED BY THE DEVELOPER OJ —INSTALL STREET LIGHT 9500 LUMEN H.P.S. V. BY S.C.E. PAID FOR AND COORDINAIED BY THE DEVELOPER 14 INSTALL FIRE HYDRANT MARKER PER CITY SID PLAN NO 1J4 ADJUST MANHOLE RIM 7'0 GRADE 16 "UST WATER VALVE COVER TO GRADE rl 7 SAWCUT f REMOVE EXISTING CURB & GUTTER C18 SAWCUT REMOVE EXISTING AC PAVEMENT AND RECONSTRUCT TO MATCH EXISTING AC PAVEMENT ;I CONSTRUCT VARIABLE A.C. OVERLAY 2 __ CONSTRUCT 8' CURB ONLY ';47-8" PER CITY STD. PLAN NO. 704 @_ CONSTRUCT COBBLE CURB TRANSITION FROM 10" CF TO 6" CF 2 CONSTRUCT BUSBAY PER CITY STD. PLAN NO 119 @_ INSTALL ,STREET TREE PER NOTES AND LEGEND ON THIS SHEET CL RIW VARIES RIW loo, I QUANTITIES STORM DRAIIN 15,23I S. F. @ Jo INSTALL 54- RCP, D' -LOAD PER PROFILE )___ 3,990 S.F 0 J 7 CONSTRUCT MANHOLE NO. 2 PEI? CITY SID. PLAN 319 — 1,JJ9 L.F 32 CONSTRUCT CONCRETE COLLAR PER CITY ST). PLAN J29 8;888 S. F 33 REMOVE PIPE CLOSURE FROM EXISTING 540 R.C.P. AND JOIN 106 L.F 34 CONSTRUCT TEMPORARY BRICK PLUG 2 EA. @_—INSTALL 24" RCP, D-LOAD PER PROFILE 220 L.F. J6 INSTALL 18" RCP, D-LOAD PER PROFILE 55 L.F 0— INSTALL 60" RCP, D-LOAD PER PROFILE RUGT - ffmr ff n ",7" 69m(GT4 .-ST-9.- 9__T3 1OJ9 L.F Qq--INSTALL 60" RCP, D-LOAD PER PRORLE , J EA. I ig CONSTRUCT MANHOLE 11 (MODIRED,, NO SHAFT) 6 EA_ PER CITY STD. PLAN Jla 1-9$'T -L,040 Pa)-)ZoFjl_E., 7 -9 EA6.i� .,441. W RC27 D 1 EA. 2 EA. 3 LA, 450 L.F K4� 1 OR GREATER JO 873 S. F. R D SHORING CL RIW VARIES RIW 1 10.6, -.7 6 if ko. ETMWA A KITS r.l. = &.0 R 67 FROM STA. 15+00 r0 STA. 19+15 MAX. 0 6T STORld DRAtN QUANTIFIES 1, 450 L. F J EA,. 2 EA. I EA, 1 EA, 315 L.F. 481 L. F. J09 L.F -4 309 L. F I EA. MQTM- 1, TRENCH WIDTH SMALL BE CONTROLLED NOTE. COMPACHON SHALL BE 90% IN ALL ZONES UNLESS OTHERISE SP 2 7WEAff RIASE000SAFER THAN 5' TRENCH STAB[LIT)( SHALL CONFECIORM RED. SHALL HAVE ADrQUAM' SHORING. J. CLASS # AGG.BASE ALL 7WENCHES TO CAL–OSHA REQUIREMENT5. LESS THAN 100' IN LENGTH. vii 1 ZMLLT INIV. U114- ERWAMA COLONY LAW�t I- = U,;T,-;T,,nTVj7a,,Tff#7TW BC BEGINNING OF CURVE EC END OF CURVE 6CR BEGINNING OF CURB RETURN ECR END OF CURB RETURN vc VER77CAL CURVE Bvc o BEGINNING OF VER77CAL CURVE IvIvc MIDDLE OF VERTICAL CURVE Evc END OF VERTICAL CURVE tdoc - MIDDLE OF CURVE CF - CURB FACE CL - CENTERLINE EP - EDGE OF PAVEMENT FL - FLOWUNE FS - FINISHED SURFACE GB - GRADE BREAK PL - PROPERTY LINE PRC - POINT OF REVERSE CURVE RP - RADIUS POINT RIW - RIGHT OF WAY TC - TOP OF CURB TR - TANGENT RATE BENCHMARK DESCRIPHON. CH15LED '0' ON TOP OF CURB FRONT OF RRE WDRANT W SIRE OF VWA04 AVE, 0.25 MILES MORTY OF FOOTHILL 8tlV0,ffFXT TO P.P. lr27856 ELEVARON 1224S5 TEMPORARY NCH MARK I' IRON PIPE 200'–* NO OF cl WVMCM OF 84SELINE POAD'AND EnWINDA AVEW(JE, NORTH SEC77ON 6, F IS., R.6 W, 5.8.6.&M. 8101770N.- 1299.56 CONSWCTION NOMS FIOR STREET TREES. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. J. ALL STREET TREES ARE SUBJECT TO INSPEC77ON AND ACCEPTANCE BY THE ENGINEERING DIVISION. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY 7E LEGEND VICINITY MAP NOT TO SCALE I STREET IMPROVEMENT IA CONSTRUCT 6" MIN. AC OVER 6" MIN. CLASS 2 AGGREGATE BASE" DI - CONSTRUCT 5" MIN. AC OVER 6" MIN. CLASS 2 AGGREGATE' BASE 2 CONSTRUCT 8" CURB & GUTTER A2-8" PER CITY SID. PLAN NO. 104 CONSTRUCT 4- PCC SIDEWALK PER CITY S70. PLAN NO, 103, W PER PLAN 4 CONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY STD PLAN NO 106-A CONSTRUCT HANDICAPPED ACCESS RAMP PER C17Y STt9 PLAN NO 102 6 CONSTRUCT CURB TRANSITION FROM 8" CF TO 6' CF CONSTRUCT CURB TRANSITION FROM 10" CF TO 80 CF 8 CONSTRUCT CURE OPENING CATCH BASIN PER CITY SrD PLAN NO JOO, "W- PER PLAN CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO.JO7 10 CONSTRUCT 10" C098LE CURB & GUTTER PER CITY STD. PLAN NO. 105-B 11 INSTALL STREET NAME SIGN PER CITY .STD. PLAN NO.401-A & 401-B INSTALL STREET LIGHT 5800 LUMEN H.P.S.V BY S.C.E. PAID FOR AND COORDINATED BY THE DEVELOPER OJ —INSTALL STREET LIGHT 9500 LUMEN H.P.S. V. BY S.C.E. PAID FOR AND COORDINAIED BY THE DEVELOPER 14 INSTALL FIRE HYDRANT MARKER PER CITY SID PLAN NO 1J4 ADJUST MANHOLE RIM 7'0 GRADE 16 "UST WATER VALVE COVER TO GRADE rl 7 SAWCUT f REMOVE EXISTING CURB & GUTTER C18 SAWCUT REMOVE EXISTING AC PAVEMENT AND RECONSTRUCT TO MATCH EXISTING AC PAVEMENT ;I CONSTRUCT VARIABLE A.C. OVERLAY 2 __ CONSTRUCT 8' CURB ONLY ';47-8" PER CITY STD. PLAN NO. 704 @_ CONSTRUCT COBBLE CURB TRANSITION FROM 10" CF TO 6" CF 2 CONSTRUCT BUSBAY PER CITY STD. PLAN NO 119 @_ INSTALL ,STREET TREE PER NOTES AND LEGEND ON THIS SHEET CL RIW VARIES RIW loo, I QUANTITIES STORM DRAIIN 15,23I S. F. @ Jo INSTALL 54- RCP, D' -LOAD PER PROFILE )___ 3,990 S.F 0 J 7 CONSTRUCT MANHOLE NO. 2 PEI? CITY SID. PLAN 319 — 1,JJ9 L.F 32 CONSTRUCT CONCRETE COLLAR PER CITY ST). PLAN J29 8;888 S. F 33 REMOVE PIPE CLOSURE FROM EXISTING 540 R.C.P. AND JOIN 106 L.F 34 CONSTRUCT TEMPORARY BRICK PLUG 2 EA. @_—INSTALL 24" RCP, D-LOAD PER PROFILE 220 L.F. J6 INSTALL 18" RCP, D-LOAD PER PROFILE 55 L.F 0— INSTALL 60" RCP, D-LOAD PER PROFILE RUGT - ffmr ff n ",7" 69m(GT4 .-ST-9.- 9__T3 1OJ9 L.F Qq--INSTALL 60" RCP, D-LOAD PER PRORLE , J EA. I ig CONSTRUCT MANHOLE 11 (MODIRED,, NO SHAFT) 6 EA_ PER CITY STD. PLAN Jla 1-9$'T -L,040 Pa)-)ZoFjl_E., 7 -9 EA6.i� .,441. W RC27 D 1 EA. 2 EA. 3 LA, 450 L.F K4� 1 OR GREATER JO 873 S. F. R D SHORING CL RIW VARIES RIW 1 10.6, -.7 6 if ko. ETMWA A KITS r.l. = &.0 R 67 FROM STA. 15+00 r0 STA. 19+15 MAX. 0 6T STORld DRAtN QUANTIFIES 1, 450 L. F J EA,. 2 EA. I EA, 1 EA, 315 L.F. 481 L. F. J09 L.F -4 309 L. F I EA. MQTM- 1, TRENCH WIDTH SMALL BE CONTROLLED NOTE. COMPACHON SHALL BE 90% IN ALL ZONES UNLESS OTHERISE SP 2 7WEAff RIASE000SAFER THAN 5' TRENCH STAB[LIT)( SHALL CONFECIORM RED. SHALL HAVE ADrQUAM' SHORING. J. CLASS # AGG.BASE ALL 7WENCHES TO CAL–OSHA REQUIREMENT5. LESS THAN 100' IN LENGTH. vii 1 ZMLLT INIV. U114- BENCHMARK DESCRIPHON. CH15LED '0' ON TOP OF CURB FRONT OF RRE WDRANT W SIRE OF VWA04 AVE, 0.25 MILES MORTY OF FOOTHILL 8tlV0,ffFXT TO P.P. lr27856 ELEVARON 1224S5 TEMPORARY NCH MARK I' IRON PIPE 200'–* NO OF cl WVMCM OF 84SELINE POAD'AND EnWINDA AVEW(JE, NORTH SEC77ON 6, F IS., R.6 W, 5.8.6.&M. 8101770N.- 1299.56 CONSWCTION NOMS FIOR STREET TREES. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. J. ALL STREET TREES ARE SUBJECT TO INSPEC77ON AND ACCEPTANCE BY THE ENGINEERING DIVISION. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY 7E LEGEND VICINITY MAP NOT TO SCALE I STREET IMPROVEMENT IA CONSTRUCT 6" MIN. AC OVER 6" MIN. CLASS 2 AGGREGATE BASE" DI - CONSTRUCT 5" MIN. AC OVER 6" MIN. CLASS 2 AGGREGATE' BASE 2 CONSTRUCT 8" CURB & GUTTER A2-8" PER CITY SID. PLAN NO. 104 CONSTRUCT 4- PCC SIDEWALK PER CITY S70. PLAN NO, 103, W PER PLAN 4 CONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY STD PLAN NO 106-A CONSTRUCT HANDICAPPED ACCESS RAMP PER C17Y STt9 PLAN NO 102 6 CONSTRUCT CURB TRANSITION FROM 8" CF TO 6' CF CONSTRUCT CURB TRANSITION FROM 10" CF TO 80 CF 8 CONSTRUCT CURE OPENING CATCH BASIN PER CITY SrD PLAN NO JOO, "W- PER PLAN CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO.JO7 10 CONSTRUCT 10" C098LE CURB & GUTTER PER CITY STD. PLAN NO. 105-B 11 INSTALL STREET NAME SIGN PER CITY .STD. PLAN NO.401-A & 401-B INSTALL STREET LIGHT 5800 LUMEN H.P.S.V BY S.C.E. PAID FOR AND COORDINATED BY THE DEVELOPER OJ —INSTALL STREET LIGHT 9500 LUMEN H.P.S. V. BY S.C.E. PAID FOR AND COORDINAIED BY THE DEVELOPER 14 INSTALL FIRE HYDRANT MARKER PER CITY SID PLAN NO 1J4 ADJUST MANHOLE RIM 7'0 GRADE 16 "UST WATER VALVE COVER TO GRADE rl 7 SAWCUT f REMOVE EXISTING CURB & GUTTER C18 SAWCUT REMOVE EXISTING AC PAVEMENT AND RECONSTRUCT TO MATCH EXISTING AC PAVEMENT ;I CONSTRUCT VARIABLE A.C. OVERLAY 2 __ CONSTRUCT 8' CURB ONLY ';47-8" PER CITY STD. PLAN NO. 704 @_ CONSTRUCT COBBLE CURB TRANSITION FROM 10" CF TO 6" CF 2 CONSTRUCT BUSBAY PER CITY STD. PLAN NO 119 @_ INSTALL ,STREET TREE PER NOTES AND LEGEND ON THIS SHEET CL RIW VARIES RIW loo, I QUANTITIES STORM DRAIIN 15,23I S. F. @ Jo INSTALL 54- RCP, D' -LOAD PER PROFILE )___ 3,990 S.F 0 J 7 CONSTRUCT MANHOLE NO. 2 PEI? CITY SID. PLAN 319 — 1,JJ9 L.F 32 CONSTRUCT CONCRETE COLLAR PER CITY ST). PLAN J29 8;888 S. F 33 REMOVE PIPE CLOSURE FROM EXISTING 540 R.C.P. AND JOIN 106 L.F 34 CONSTRUCT TEMPORARY BRICK PLUG 2 EA. @_—INSTALL 24" RCP, D-LOAD PER PROFILE 220 L.F. J6 INSTALL 18" RCP, D-LOAD PER PROFILE 55 L.F 0— INSTALL 60" RCP, D-LOAD PER PROFILE RUGT - ffmr ff n ",7" 69m(GT4 .-ST-9.- 9__T3 1OJ9 L.F Qq--INSTALL 60" RCP, D-LOAD PER PRORLE , J EA. I ig CONSTRUCT MANHOLE 11 (MODIRED,, NO SHAFT) 6 EA_ PER CITY STD. PLAN Jla 1-9$'T -L,040 Pa)-)ZoFjl_E., 7 -9 EA6.i� .,441. W RC27 D 1 EA. 2 EA. 3 LA, 450 L.F K4� 1 OR GREATER JO 873 S. F. R D SHORING CL RIW VARIES RIW 1 10.6, -.7 6 if ko. ETMWA A KITS r.l. = &.0 R 67 FROM STA. 15+00 r0 STA. 19+15 MAX. 0 6T STORld DRAtN QUANTIFIES 1, 450 L. F J EA,. 2 EA. I EA, 1 EA, 315 L.F. 481 L. F. J09 L.F -4 309 L. F I EA. MQTM- 1, TRENCH WIDTH SMALL BE CONTROLLED NOTE. COMPACHON SHALL BE 90% IN ALL ZONES UNLESS OTHERISE SP 2 7WEAff RIASE000SAFER THAN 5' TRENCH STAB[LIT)( SHALL CONFECIORM RED. SHALL HAVE ADrQUAM' SHORING. J. CLASS # AGG.BASE ALL 7WENCHES TO CAL–OSHA REQUIREMENT5. LESS THAN 100' IN LENGTH. vii 1 ZMLLT INIV. U114- VICINITY MAP NOT TO SCALE I STREET IMPROVEMENT IA CONSTRUCT 6" MIN. AC OVER 6" MIN. CLASS 2 AGGREGATE BASE" DI - CONSTRUCT 5" MIN. AC OVER 6" MIN. CLASS 2 AGGREGATE' BASE 2 CONSTRUCT 8" CURB & GUTTER A2-8" PER CITY SID. PLAN NO. 104 CONSTRUCT 4- PCC SIDEWALK PER CITY S70. PLAN NO, 103, W PER PLAN 4 CONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY STD PLAN NO 106-A CONSTRUCT HANDICAPPED ACCESS RAMP PER C17Y STt9 PLAN NO 102 6 CONSTRUCT CURB TRANSITION FROM 8" CF TO 6' CF CONSTRUCT CURB TRANSITION FROM 10" CF TO 80 CF 8 CONSTRUCT CURE OPENING CATCH BASIN PER CITY SrD PLAN NO JOO, "W- PER PLAN CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO.JO7 10 CONSTRUCT 10" C098LE CURB & GUTTER PER CITY STD. PLAN NO. 105-B 11 INSTALL STREET NAME SIGN PER CITY .STD. PLAN NO.401-A & 401-B INSTALL STREET LIGHT 5800 LUMEN H.P.S.V BY S.C.E. PAID FOR AND COORDINATED BY THE DEVELOPER OJ —INSTALL STREET LIGHT 9500 LUMEN H.P.S. V. BY S.C.E. PAID FOR AND COORDINAIED BY THE DEVELOPER 14 INSTALL FIRE HYDRANT MARKER PER CITY SID PLAN NO 1J4 ADJUST MANHOLE RIM 7'0 GRADE 16 "UST WATER VALVE COVER TO GRADE rl 7 SAWCUT f REMOVE EXISTING CURB & GUTTER C18 SAWCUT REMOVE EXISTING AC PAVEMENT AND RECONSTRUCT TO MATCH EXISTING AC PAVEMENT ;I CONSTRUCT VARIABLE A.C. OVERLAY 2 __ CONSTRUCT 8' CURB ONLY ';47-8" PER CITY STD. PLAN NO. 704 @_ CONSTRUCT COBBLE CURB TRANSITION FROM 10" CF TO 6" CF 2 CONSTRUCT BUSBAY PER CITY STD. PLAN NO 119 @_ INSTALL ,STREET TREE PER NOTES AND LEGEND ON THIS SHEET CL RIW VARIES RIW loo, I QUANTITIES STORM DRAIIN 15,23I S. F. @ Jo INSTALL 54- RCP, D' -LOAD PER PROFILE )___ 3,990 S.F 0 J 7 CONSTRUCT MANHOLE NO. 2 PEI? CITY SID. PLAN 319 — 1,JJ9 L.F 32 CONSTRUCT CONCRETE COLLAR PER CITY ST). PLAN J29 8;888 S. F 33 REMOVE PIPE CLOSURE FROM EXISTING 540 R.C.P. AND JOIN 106 L.F 34 CONSTRUCT TEMPORARY BRICK PLUG 2 EA. @_—INSTALL 24" RCP, D-LOAD PER PROFILE 220 L.F. J6 INSTALL 18" RCP, D-LOAD PER PROFILE 55 L.F 0— INSTALL 60" RCP, D-LOAD PER PROFILE RUGT - ffmr ff n ",7" 69m(GT4 .-ST-9.- 9__T3 1OJ9 L.F Qq--INSTALL 60" RCP, D-LOAD PER PRORLE , J EA. I ig CONSTRUCT MANHOLE 11 (MODIRED,, NO SHAFT) 6 EA_ PER CITY STD. PLAN Jla 1-9$'T -L,040 Pa)-)ZoFjl_E., 7 -9 EA6.i� .,441. W RC27 D 1 EA. 2 EA. 3 LA, 450 L.F K4� 1 OR GREATER JO 873 S. F. R D SHORING CL RIW VARIES RIW 1 10.6, -.7 6 if ko. ETMWA A KITS r.l. = &.0 R 67 FROM STA. 15+00 r0 STA. 19+15 MAX. 0 6T STORld DRAtN QUANTIFIES 1, 450 L. F J EA,. 2 EA. I EA, 1 EA, 315 L.F. 481 L. F. J09 L.F -4 309 L. F I EA. MQTM- 1, TRENCH WIDTH SMALL BE CONTROLLED NOTE. COMPACHON SHALL BE 90% IN ALL ZONES UNLESS OTHERISE SP 2 7WEAff RIASE000SAFER THAN 5' TRENCH STAB[LIT)( SHALL CONFECIORM RED. SHALL HAVE ADrQUAM' SHORING. J. CLASS # AGG.BASE ALL 7WENCHES TO CAL–OSHA REQUIREMENT5. LESS THAN 100' IN LENGTH. vii 1 ZMLLT INIV. U114- Im mlfflm� I m - j� ME� IFIC Ta.A N NO TE FOR LAND5CAPE AND ti FROPI ErltIETT H TO SEE LrID PLAN-5 DNCz,-A' LI-Lq, CITY of RANCHO CUCAMONGA DENOTES PROTCT-W-PLACE tXWES P POLE - M Of Rft0CA7W BY Onk-Al-q "D NOTE COWWWR TO WWY LOC,4TOV ,WD ELEVAMY OF M. PIPE PRIOR W 0NSMUCrION MD SHAL N rify 0; ENGYMER OF ANY DISCREPANCY. DRAWNG JA -1' x ; R16454%str!"'tsko. tdvm. 0,90,M2004 01,11016 PW MADOLE & ASSOC)ATE5, INC TRIO VML -ENOWEERS AHO LAND PL*"CRS R A WN, D -T/ tivA CHO "HECKED Rr�E N.-O DATE FILE No DRAWNG JA -1' x ; R16454%str!"'tsko. tdvm. 0,90,M2004 01,11016 PW 10 NJ IN 9 N (01 A 492� MOO' INN: J" FIBER OPTIC 12 la U: �12� NOT A PART AMETT W, A Y SEE SHEET NO. 7 14 PER MG. NO. 1948 it NJ IN 9 N (01 A 492� DENOTES PROTECT- IN-PLACE OEWOTES POWER POLE - TO BrE RELOCA17ED 6Y OTHERS Wit COMM4CMR TO V-FWY L0041M AAO EtMM OF EMT PIA5 PRIOR TO CMISIRtOWN AAD SMLL: MaITY DWMEER OF ANY DISCRENNCY 0 No. 62185 EXp- 9-3&�05 z w �t#M-Mm DESCRIPTION oif REVISION CITY of RANCHO CUCAMIONIGA MADOLE & CONSULTING AND LM TES, INC 05/2012004 011:110:36 PM. maora, mva J" FIBER OPTIC 12 la U: �12� NOT A PART AMETT W, A Y SEE SHEET NO. 7 PER MG. NO. 1948 DENOTES PROTECT- IN-PLACE OEWOTES POWER POLE - TO BrE RELOCA17ED 6Y OTHERS Wit COMM4CMR TO V-FWY L0041M AAO EtMM OF EMT PIA5 PRIOR TO CMISIRtOWN AAD SMLL: MaITY DWMEER OF ANY DISCRENNCY 0 No. 62185 EXp- 9-3&�05 z w �t#M-Mm DESCRIPTION oif REVISION CITY of RANCHO CUCAMIONIGA MADOLE & CONSULTING AND LM TES, INC 05/2012004 011:110:36 PM. maora, mva 0 MOFE CVVMArW TO WROY L"MM AND E"TION PWW 10 CMMKVM AND 9WX WWY ENGINEIR Zr AVY 015�� OPOTES PWrW'-- IM-PtACC CD OMMS POWER POLE - TO Of RU"TO ffr OTHERS El Ai 31/2017 i, 1Vti TRA C T 164 54- 1 STffFT M~$SWNT PLAN SASIE LINE ROAD STATION 19+50 TO STA TION 25+50 54,14' 34A 7' 12`56'26' 12.47,0W 2W.54' 141,42' T- 216,74 40., 0' 20-211' AND tA-"-P M AMN.rPS IRAWN CHURCH IMIRKET. 6":Tv.. 107 C A 917.30 lavoolo-o" 1,50' 4.71' 4,4739'57* ol 17,54' 924 9'r2 MOFE CVVMArW TO WROY L"MM AND E"TION PWW 10 CMMKVM AND 9WX WWY ENGINEIR Zr AVY 015�� OPOTES PWrW'-- IM-PtACC CD OMMS POWER POLE - TO Of RU"TO ffr OTHERS El Ai 31/2017 i, 1Vti TRA C T 164 54- 1 STffFT M~$SWNT PLAN SASIE LINE ROAD STATION 19+50 TO STA TION 25+50 APPROVED BY, CITY ENGNEER DATE RG ; E )ESIGN MADOLE & ASSOCIATES, INC, R. NDED KA AND tA-"-P M AMN.rPS IRAWN CHURCH IMIRKET. 6":Tv.. 107 C A 917.30 E, SHE T RCE No DRAWNG NO, 1948 0 t V?pm 1 Et 9-A m W I LMAE ROAD R frOmoviff, I _rl 9 py MbAowm W DESCRIPTION of REVISION j-! CITY of RANCHO CUCAMONGA TRA C T 16454. 1 m W I LMAE ROAD frOmoviff, I _rl 9 py MbAowm W DESCRIPTION of REVISION DATE APPROVED CITY of RANCHO CUCAMONGA TRA C T 16454. 1 STREET IMPROPEWNT PLAN BASE ME ROAD STATION 19+501 TO STATION 25+50: APPROVED BY- DATE: CITY ENGINEER MAS ICE: 24953 DESIGN MAD01LE & ASSOCIATES, INC. R NDEn -tc No. 62183 (A CONSULTING CIVIL ENGMECRS AND LAND PLANNERS Exp: 9-30-05 10601 C S DRAWN OHU�RCH EET. SUITE 107 U, RANCH _AMIM 0"�" CA 91730 SHEET r.) T/ M (909) 948-1*311 MY: CAF CHECKED RAE No LU-183 D�AWING NO. DAT, FILE No-l- 1948 PROMICT SHEET No. __�L_OPV J:\652-1668UR I 64541-Street�skOff8ite\,13-aselineDS-BREV1.dwq, W20/2004 01:12: 17 PM, madras mnva diiiiiMAMWRIMIN 'I "N" -a m OWN, pF IF m IN 2.� 1 MAX SLOPE' 2-1 Na 16454 ffmz��w m u mlo 0 In 2X k,DSIIDC q-); CONCC&M I &:GUTM? zd� I PROJECT 31' CRAWNG M ------------------- -L&N, 1, ALL WORK SHALL SE DONE W ACCORDANCE WITH, TI-k5 PLANS'., THE CITY OF AVVCHMS, ,CUCA&f0JVGA STANDARDS, AND nqE STANDARD Sm EbyIFIC T FOP PU64,'J0 WORKS CON S-TRUCWN - Ct T MrIOAL COMM4CTOR SHALL BE FAAftlAR WITH AND STWL BE RESPONSiBLE rOR ADHERENCE 'rO THESE SrANICIARO-5 AND SPS 7AW5 AND APPLICABLE 5UPPLEAXEN7M 2, ALL P7PEblk,#_` OR SURSTRUCRAES OF A,"VY KIND, TELEPHONE OR POWER POLES, W4TER A#VTR% VALVES, FAr HYDRANTSr EM StOWN OR N07' SHOW N ON 7' PLAA6 WITHIN THE MHT-OF-WAY IUMIM, OR /N AaACEN7'AREAS WHERE AIPRO:V� WORK, 15 TO BE MME StALL BE REd %M R]ELOCAIM OR M?WTE-V W PLACE AS REOUIRED AT MCI COST TO, 7HE C-Irf" OF RAhCHO CLICAMONf34, ANY C0,07AACTOR PERFORMING WORK ON THIS PI OJR,T SHALL FAM III ELF PM TIME SITE AND S"4 BE SM.UY RES E FOR ANY 0"GE jr0 EXISIrING FACILMES AWStXr DIRECTLY OR )NDIRECTLY FROM WS OPEN71ONS, WHETHER OR NOT SUCH FACILIPES A,9?t _13HOmw ON r Pt A N, S, 4, A PERMIT 9MLl, SIE 08rAIMS',9 FIROM FHE CITY OF RAINCHO OUGAMONrA, ENGINEERING DER TI PRIOR TO ANY EN CTOCK OR CONSTRUCCUON WTHIN CITY OF RANCHO CUC4MONV V T OR A`Iy.'*fT-0FW4Y. 5, ALL G Bfi E SZ4XFS SHALL 8E CET BY THE CON7RACTOR OR EN PAWNG .ET ES SHALL Br SrT AT ALL HINGE POINTS, EDGE OF P; '`E POINN WIr,"ON 0,01 FOOT 0,` SUB-G,940E CLEVA.r0m AND AT Nor MORE THAN 50 FOOT I'N17MVALS, ADDIrIONAL RAWNG VAKES I BE RMUIRED &,,," 0rf' ENGMETR AS NEEDED Ar WAqPED OR 'VER77CAL CUPVE APS45� 6, ALL _YEP , WArER, ELXMAC� GC PHONE, DR 07HER, UrILITY LATPZA LSD � MIN CROSS/h SWLL BE COtVf-Z' TFO PRlOR TO PAVING. 7 G-OMPAC 7E STS bF EMS4NkWNT CONSSIRWMN, MENCH SAC MI, COMPACTING ORK GROUND -AND ALL SUO-GRADES SHALL E PERFORMED AT NO C0 _5r rf,'r 7W Clril OF RAACW CUCAor. , A P1RlrrEN REPORT WiTH 7T�IE E ClION ItStS SHALL BE S'URMUTED TO THE CITY E II II�?EER FOR APPROVAL PRIOR, TO I'HtF' PLACEWNT OF SEE MAT_FRIALS ANQ OR SURrACMG, 8 AT TIE COMPLETION OF A461t A; "VERALS REPORT WLL SE St, 70 r,44C CITY EN LiSrING ALL 7ESIS OR DETEER104ATIONSS COMPLETED TO VER�FY SIAM/r( OX CON-rENr AND GRADATiON OF ASPHALT PAWNG, 9. F TO rHE 0457ALLATION OF ANY PA111,1405, A MATERIALS REPORT SWLL 8E SUBMI-irriO TO INE C(IrY ENG L) TIN ALL 7TESST.13 OR DEIM"- 770t,VS COMPLETED 'tO VE, R-VALUE, SIEVE ANAL vISIS ANO SAND _FQth'VA,L,EN4Tf OF' AG,6RSGAr_P 10-PAM0 SH&L SC PERFORMEO ffil ACCOR,94NCE" 40,rH RIVAt UE AND PAVEMENT TESTS 7AnW 7V Of VntCTIML SWPONS PRIOR 10 CONl5'TRfJ0Tf0N OF PHE STRUCTUIRAL SEVMNS, FLA IMPROIV ARE TO BE PLACED ON 447ME SM PO CH CON OF A ROCKY MATERNAL INE 1,7V8-G&0E` SHALL BE PREPARED &Y REMOWNG ALL PCXXS If PR07RUDE ABOVE THE 5U GRADE ANO ALL VOIDS CIR OEPRESSfON5 SHALL Or, FILLED WfIN A FINE GRAX MATERIAL OF A QtlAQJlr'( BETTER 774AN Zqt AATfW_ MAlZMAL 123F 'rA4E ASPHALT COP IS TO BE PLACED ON A 5skeNts 57EMLANT REG,155TERED BY THE EPA FOR USE' ICI V_rC'P AX, AND P C. C 5 5H ALL BE U I TIED, I L Y APPLIED AT TME MANUFACrURER"S RECOMIOZ RATE FOR THE FULL PAVEMENT WfDTiH PMOR TO, PAVftVfZ 9117 4�p 131STIM471_7 OF 04JAN77IMS IS PROW-PED 6Y THE EN ONLY POR rriE COA OF rHE DEVER-OPER P� CONTRACrOP SHALL W HIS OWN 1`0 170N OF CONSITTRUC'all QUANnTKS 8EFOW SuRmInm A 6,10 *ft' MEV OF WORK, R BY THESE PLANS K11-11CH IS NOT S LY LISTED tN THE E5 AIM ATE OF 01JANTIRES SWLL RE CONWDERED AS WaUDED IN THE Olwp ITFAAS OF "K t4smtEET siGm,;, F4Ep, c,,n,,Y or RANCH-0,CUCAMONGA, STANDARO PLAN NUMBERS 407-A AND 401-8 9N ALL BE CONSTRUGMED AT EACH WTERSECTI ON, "PROMAL OF P DOES NOT PFELIEVE IW DEVEU.)PEIR FROM 15, CU'r' AbL PESP s l lEIILiT Y FOR THE CORRECWN DOE' DR AND OMIS90N DISCOVERED VJjP`fNG CONSIRUCWN, UPON RE06ES, 7W R PLAN REMMS SHALL BE PROMPRY SURYrITED TO THE CV FENG FOR APPROVAL 16WORK SIMS AND E €"ERIt T ST IS SMLL BE W A N&Ar,, CX60f. HAZARD FREE, ORDERLY NAYS, ?HR(-)U CL,'%Nf-JRUiCTlOff SIT5 5HALL BE CL64NED UPON RFQUEST OF 'rHF MGPEC70R, 771VARIVE SOX 1,5� rO RE SCAR F*_ OR AlIPPCO $FnVN,-PI MEDIAIN CU PRIOR TO FILL PLACE 19,C0 CT LINDE AL ERT AS REQUIRED, nlK'4 IVORV�1?05 DAYS PRIOR TO EXCAVAPION. PHONE 00 1-800-,?2-11.7-2600 PROVIDED FOR YOUR CONVINEWE ARE W FOLLOWNa A, 5 04BRIn WLLEY MU, W4 rER & 7RIC T (86IS) 96-0-7911 W JAMES FRO F 0 P BASE LNE Rn4D COM57RUCTXVV tR CEIVERAL TELEPH COMPANY moo) 4&3-moo FOR LINVERGROUND SERI ICE C, SOUTHERN CALIF ;GAS C hft 427-2 1,� 1 W, LUG AV RE&LAI CA, 9237Y U CUCAMONGA COUNT'' WATER D6MCT (909) 987-2591 96,47 SAN BERNARD)NO ROAD RANCHO CUCAIR , CA. 91.730 E UrrROPO LIT AN WATER &S7MCT (909) 5,937-7474 700 N. MORENO AVENUE LA VFAIVE, CA 917,30 Er_JUr, Mfr EDISON C( 7_95I REDWOOD AV&IfJE F01VTANII, CA, 92336 G PAC InEM401W COUNMY 999-56,j9, I. PfML OR SO CE LAYER OF ASPHALTiC CONCRETE ROADWAY PAVEMENT SHALL NOT BEE PLAr.El? 1,0ML ALL Q'irtLOTIES & UTILITY.�A77r_qXS ITHIN 7W ROADWAY HAVr BEEN INSTALLED, ALL ON-SITE IM PROVE MEMTS INCLUDING ALL GRADING HAVE BEVY COMPLEFED, AA0 ALL .01ACCEPTABLE A4RKW'Y AND ROADWAY fiWPROVEMENTS ARE REMUMED AND REPLACCED rO ThE SARSFACrION OF 71HE CITY EN GI 20,ON THE WM7WOR VREETS WHERE SIDENALK IS ADJACENT TO 7HE CURB, 7W INSTALLATION OF STREE7 LIGHIS, STREET SIGN53, AND Fm H�"Nn SHALL t9f' L0047W BE~ I> E` SOCWLK. PRIM, p CTORS THE EXISTEMCF. AfX LOO ATO)'I 10,E ANY ITT DE7P, GROUND UTILITIES- OR STRUCTURES SHOWN ON 7�IE:�E" PLANS ARE OB D Sy, A STANCH OF .AVAIL BL RECORM W THE &FES7 OF DIN KNOWLEDGE PIERE ARE NO EMU, Uri' I IE MtPT TI LE` SHOWN ON IMF PA NS 'rHE CONTRACTOR IS REQUIRED 7`0 TAKE DUE PPECAUn"RY MEASURES 70 PROTECT THE `TXrrf' LINES SHOWN ON ARM DkAWINOS, TIDE C TOR FIRINM AS I E LL VABILITY AND PESPON- saury row TIDE unurr P,,,pEs, cow, oR smiurmjws D m OR m- or SHOWN ON M DI ; 0tII E: PRE CONTRACTOR A6REES THAT NE _5H4L ASSUME SOLE AID CiOMPLETE RESPONS- ak/rY FOR n4E JOB ,SITE CONOMVS DURMIG 711E COURSE OF CONSTRtXPON OF THRS PROJECM INCLUDING SAFErY OF ALL PERSO&r> AAO PROPEPT'I ; rHAT THIS S44,11 APPLY CONTINUO, Y AAO NOT BE LARTED TO NO"M WORK HOURS; AND rMIAT THE COAVI RA. TOR SHALL DS INDEMNI� x AND HOLD THE Oft� AND 1W ENGINEER HARMLESS rROM ANY AAO' ALL LM&LITY, REAL OR A IN CONNECT0V WIN IHE PERFORMANCE OF WOPK ON MS PRaAMT V�MPT� FOR LIA81LITY AP FROM rHt "CIE NE LICE OF AHE DOWER OR W ENG,(NEER. CONTRAC"rOP SH4L_l WWY ALL CONDITIONS AND DiMEN,15, AND SHALL REPORT ALL OtV;REPANCIES TO IHE && PRIG #I TO rHr; C CEWNr OF WORY' WRI'll (IFT 144, 14� EXIS TING SURE Y MONUMEN TA TION I HEREBY CERTIF'( TNAT I NAVE IDENTIFIED ALL SURVEY NONUMENT5 OF RECORD TkAT COULD BE D15TURBED Br THIS PROJECT, ALL SAID MONUMENT5 WNtCN ARE CUR RENTL( E)(15T IN THE FIELD ARE 50ONN ON THESE PLANS AND ARE DESCRIBED A5 FOLLOW: NONE _VESS DA TED /Vw I Q 4 2W 2, 1 MA X 7X LK CONC CtJR8.___-, (51U,11TER 01DREW C. WOODARD R.C.F NO. 83557 6 5W 164 CL, AC PAM I, 73' 12' RIK` 7 4 x ov .5, -0. T 2� 1 VMS J. LOPE L f"ONC - - '. 41 rgf" �JEKALK ",.!J CONC, cluRpb. (311, & GUTTER 11±') E 'ING SURV Y M XIS i ON U MEN TA TI, 0 N I I�Y CERTIrr' THAT I HAVF IDENIVXV ALL SUMMErr' td OF RECOR9 THAT CAOULD BF VIVLMED BY rfqlS P ALL SAID A4QNLA9W7'S WHICH CURREENTLY EXST IN IRE FIELD ARE SHOWN ON 'rNESE PLANS AND ARE' DESCROED AS FOLLOWS' THERE ARE NO SURVIVY r5i OF PECORV rhAr COULD SE DISnMED &Y UOS PROJECT W ROARO )ASSO` 1_5 NO 4755h Underground, try TWO WORKING DAYS 1 tRAX. SILOPE " ,,,_9StrvwL,K 0#4C. CURB ,cr M IT-MP ull� 'ORE YOU DIG A A,srtei_ 4AR&e,.4A6�T.B,R,)Z4_\ 0 • BMWAK am row effism 10' IN lop w cm, FmPF OF ARE HMWI, EMRDEF OFMMOA AW, 62,4 V4r$ NaMft Lqr.MM NWIAM A0 PA IMM amplm TEWORW rK, d 04-MFCTOV V 84$,tLff RM AND ETNAM AVM*,'- N0kW,'5,Vr,%n0Af 6, t fl, 9,6 W, _V Ty MAP NOT TO SIXALE ZL CONSMWTION NOMS FOR STREET TREES: 1, ALL SrRErr rRr. ARE TO Ar PtAIVOW M-1 ACCORDANCE KIffH CITY Sr PLANS, 121 PRIOR FO TAE COMMENCEYFMF OF ANY PLAN7ZW AN AGRONOMC S'OkS REPORT SHALL BE FU r0i THE CITY ITT -PECTOR. AAlY UPIUSUAL TO ICITEIE OR, NUMENT DEFICIENCIES U4Y RE01AW BACXTU SM AAKNOWNM AS 9EMPUMV FY THE CITY 1,41, ALL STREET TIES ARE St EC TO ffil5PECWN AND ACCEPTANCE RY THE 04C &W-9W 5ERVICES DEPARTMENT. 4. STREET IREES ARE TO BE RAN70 FU PUBLIC, IMIRROVEWNT RLANS ONL Y 7 Wl C T *454 �srREE�r fimmOWWNT PLAN APPROVED BY: CITY ENGINEER 01 )RAWN Dj _�J,z L'rlKvAAx TITLE MAID -LE DATE RC C E: ATES, 1 PEC 166,91,TRI6454-(A'ODt-B-Streetk*:-'i�TOl,�dwo, 05/2012004,0113,13, PM� maora, mve 4—, 134 Underground Service Ate: ITO, 6 R- rt DEVELOPER TH P�f CiTy TRAPFX MWM RX D � MWIZ No, A, 21,83 M9U,9' MARATR PER ' li m 28W-4&a- INSTALL FIRE HYMAU Cirr' VD, PLAN A10, IJ4 /201 % c"'ALL RN TO AEW ORADE 7 /\NN ADJUST M TOLL FREE f441'10' 4 16 M" '107 74' S-J 8 7' ADJUS T IVA TER VALVE- TO NE-13' OWE IV 1 to 400,W I 0Z 5J' 51's.5:1 1-800 4 Z�4\ A(ii")---#VSTALL 3TREET MET PV? A'07:5 AND LER3040 ON 5�� 1 @—INSTALL. Wr,,3 SIGN & POST �W- A h UGH SMEET) 2,27-2600 1912-Zolf 3820-0' 62,45d T? ORKMG DAYS BEFORE YOU DIG 397F To DESCRIPTION of REVlSl0N___jLjATc j ApppovED : CiTY of RANCHO CUc ; AMONGA MA C r 16454 STREET M"OVEA"T PLAN FROM STA. 134 APPROVED BY- E CITY ENGINE R )ESIGN MADOLE ASSOCIATES,� Jp4C. Ktk;yi 7M PA AT40 LAND PL MI SHEET )RAM or DHECKED R 0 DRAWING N Iq48 ftATF FLE, No 051220,12004 01:4213 PM,, MMW& my: