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HomeMy WebLinkAbout1073I PROFILE SCALE /a Work site and exterior. streets shall be in a neat, clean, hazard free, HOR/Z. /"= 40' orderly state, throughout construction. Site shall be cleaned upon VERT. /"= 4' request of the inspector. -I I_ 12 13N =14 I5 W Q 16 17 ie OUANT/T Y CONSTRUCT/ON NOTES (srwrT IMPROVEMENT) 33' 3 3 L. #t tt68TB1E t M M IB" DIA. RC.P. w rROPO4ED /5" OM. �A PER SPIFFY >° (APPROX. ONLY) W PROPOSED 45" WA. R.CP " j� EXISMed ZS'x I.s' I R.CP. PER GRADING AND s �j fiTi�RM DRAIN PER STORM E40 3 F. i� CONSTRUCT 5 A.C. PAVEMENT ON 9=• GL 2141 . -40 v O DRAINAGE PLAN FOR K > DRAIN PLAN PREPARED ICOR CATCH B/vs/N p Q za THIS PROJECT. PLACE 2- $ 4 THIS PROJECT " 1' �N- W $ S BACK SLURRY 4ACKFiLL 3 l91 L.F. O CONSTRUCT S CONCRETE CURB t 24 CLATTER Oft?R A MINIMUM EXISTING IMPROVEMENTS PER �1 e_ " O �i itS DIRECTED !3Y THE s TNlCK111E65 GF 4 CL2At'7 PER CiTY STD. NO. SOS. MATCH MEW E. CITY OF RANCHO CUCAMONGA .� SCALE I"• 40� MF= 3 �ti 17T REPRESENTATIV �I- J J 1 AIITK E1LI5T. A.C. E.LEVAT{OU . PLAN 859 d h ! '�) �' 4, Q :V 4"D/A STEEL SIGNPOST 72 L.F. 3 SAWCUT AND REMOVE EXISTING CONCRETE DRIVEWAY CURB 7' W.V. O O , \ �� M ILIO LL� O " £X/sf/NG �f'x/f'CATLH • V — PROPOSED '? , '� W r) 0; (` �\ V� E TO REMAIN IV PtAGE �� N4 a. N p DEPRESSION AND P4 GUTTER. TO BE REMOVED OF: I WIDE F� O �? 0 x ♦ C Q tf P. P.+'H7s77r12k 215 S.F. J CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY, 1~ MINIMUM. BASrr� - b '� N EASEMENT FOR OM a F= N $ M Z O g ZW �� ExisTiNG 3_5 r2/' I. )Ill N SIDEWALKS O Vx 8 �'�Q' n 1As - » X U' - � ,{(0�4 G4TCKB/IS/N Q r _ ^ GW ��Q/v ?W 0 YI 3 �� *, Q� .�• f WO a x 327 S.F. 5 COLO PLANE EXISTING A.C: PAVEMENT I" THICK. N + < 16*72.SSEM0 CAQIbTR T { •o O - A& � ,: ,. -,. .10111x1 EY•IST. IMPRDUEM6AITS 700 '�' F. 6 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY 7 Q R= o' STD. 3010, W0: 40', 12RADIUS, CASE •B ; INCWDiNG CURa GuT7E sere .-if° ; :zoo ' ..o 0 0` _ - • `� � o . H - _ , . , : 25 REMOVAL. 4t. Q > > S ---- - - S.F. 77 CONSTRUCT COMMERCIAL g II,VEWAY APPROACH PER CITY s.�.�f226e�eo 12KVPP_#619/471E ___ .g.it -- _ 1TG , c , 12^ A IUS, CAS [URd 6uTTER 265'GU WIRE 8. S.M��I% Rf2' $•S R !2 - R=10' M, , S.M.H. 8.5 REMOVAL. Ge T.E. G.7.E MHS G.T.E MJffs I4 A EA O8 REMOVE EXISTING PIOWER POLE AND INSTALL UNDERGROUND r� _ "' Z'G 26 I ' to I 8 GABLE PER SO. CALIFORNIA EDISON SPECIFICATIONS. 13 1 13 1A EXIST. EDGE OF EXIST. 8" SEWER 8 EXIS . BURIED 4 5 I GT.E E F-LEPHONE V 9D ' 7 14 I `^ N 2155 S.F. CONSTRUCT 4" THICK CONCRETE MEANDERING SIDEWAL PER PAVED OVER M N N A•C. PAVEMENT 2 ? M �F ,? EXIST B"GONG. CURB 2 OPOSEO W CON C S W 4 CITY TD. NR. X304 %f 4'/1lgm,.r OSI FOOTHILL BLV D.(C/tr AMRovlt r • > o PROPOSED fd CONG f AND 24" GUTTER D 24" iriITTER O 1! Re •o Fo a1G�JrM N le T• VR�MG� of IoeiovA�K). M89•SG'31'i� h CURB AND Z4 GUTTER O p h 1 EA. {p CONST UCT /0' WIDE CATCH BASIN PER CITYTD. 502 47,48' _ _ N89°36+/�4~E ~ 617'79_ � W 1J. _ E _ � SEE STORM DRAIN PLAN FOR SPECIFIC DETAILS. 7- If 12 to p W X 13 14 15 (� 1 a S x ' f 7 18 19 WITH A LOCAL DEPRESSION PER CITY STO. 5113 CASE C. CONSTRUCT NEW W"m \ „ d p,� , s 6 �� o U 1 SIDEWALK RAMP AT a PROPOSEO D CONC. CURS +'3 e«s EXISTING IMPROVEMENTS PER • 2 0 ._ ' LOCATION OF EXISTING ",� ° AND 24" GUTTER N a � � v I Ez�s>'/iv6 3 xS' 11 CURB DEPRESSION v SAN BERNARDINO COUNTY F ij� eC _ II 61■ Cw vs.eT� �tZ� I'� H�RE�1.( .s ROAD DEPT PLAN 111130 a b� �x QQl 14 soBL YD. 3 , - FO O THIL L ' I 1Mwr - /6GMP--�.•�—r'-•-- �'-.-r_i^^r..rrt •�.:i�...."L'�'`,' - r .r : r --- s•, t�-_r Ty _ fir`— ._.,-:��r���c-'•--., .`-- '' a • • 24" C.M.P. el * I �Ex/s>-/NG co' GRr' /L GA. STC 49- DIA. GA.P, ib 6A. 1 EA. i2 coNSTRucT .t• wtoE CATCH BASIN PER CITY CTD. NO. NO. REVISION DESCRIPTION DATE ,°BOND p �( pl� ADZ WITH A LOCAL DEPRESSION PER CITY RTD. NO. SIDEWALK E /2' `' ,g, E4, ~ 518, CASE C. SEE SHEET 2 FOR SPECIFIC DETAILS. CITY OF RANCHO C IDEWA K = - v 12O L F /3 SAWCUT EXISTING A.C. PAVEMENT IN A CLEAN, STRAiGHT CU AMONGA Ws SNE. PLAN AND PROFILE CUP. 85-0/ Z �Mfl'1. 3RT0IT�M I Q NOSCA PF 9 ^ 3 EA. G 1113�TALL. K,OOb L.LIUACRI �TR.F.ET LI@YFITg PCR GiTY • - � MIN. A.C. �� TO f �Q 0 6ache/a•°q c • AMID ia0. GAR.. EC1IhOI�1 bT� �PECIFIGATIONIS. THE SOUTH _ CAL TRANSBEREQUIRES TF FROM THE CENTER OF THE FOO THILL BL VD, ,�' do POLE DfE f0" MINIMUM FROM THE F/►CE OF 1~ mCURB j A 30' MOUNTING HEIGHT/ WITH A TYPE 3t f G VARIES Fin" 30' Si' I 1.89b TO as - MI- FF LUMINAIRE. FROM RAMONA AVENUE TO 673 FEET /2' /B' '? PRIVATE ENGINEER'S NOTICE TO CONTRACTOR EAST OF RAENUE ' nu a1 ie a'a 9 — — — XISTING A.C. PAVEMENT OF CAL'�`�� NOTE' M APPROVED BY Xf, �A TE —;j�j/s Q 4" PAIN. -� .a. coo FEATHER OVERLAY AND BASE PLACE it. C. PMVE.MEi11T MOM STA. I0*00 TO THE EXISTENCE AND LOCATION OF ANY UNDrRGROUND Uri LITY CITY FA GINEER •C tru7--� O 1+�- PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED PROPOSED >d" CONCRETE �`'" STA. 1200 !t5 DIRECTED C3Y THE STATE'S CURB AND 24" GUTTER 13 4 5 t P t'� REPRESEAITATIVE BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF' OES/GN CARL W DONMOYER 9 ASSOC. MJV d I(Ys2«GAS * 5ccr OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT M.S.L. / OSTA AVE., 54117F E � +/Nsrofl4,/ ♦,� RiED GTE 3fo"tDEf.P 4" � �.. 11lOTE: STREET L164T5 SHALL BE N�TE' AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO CA. 9/740 YOF G" CLEA8 SECTION 15 REQUIRED UNDER TAKE DUE PRECAUTIONARY'IMEASURES TO PRO'T'ECT THE UTILITY DRAWN i SHEET • INSTALLED OPERATED AND E�3r EXP.3-3181 T P/CAL SECT/ON FOOTf�/LL BLVD. MAINTAINEfS AT NO COST TO PROPOSED DRIVEWAY APPROACHES ON LINES SHOWN AND ANY OTHER LINES NOT of RECORD OR NOT pp,lq, ,,,J.M. �` � �= (NOT TO SCALE) %/, •� R = S3 THE STATE. FOOTHILL BLVD. SHOWN ON THIS DRAWING. a STA. /O♦7S TO /I*7'S CHECKED * - 1- RCE.I 3>g3f32 DRAWING NO. M.S.L. TE o 1 ✓Q9 No. 85 5 1 73 i�F oAr. 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O■SEES■ '�4-:■ �■■!■ �■ ■©?��■■i■■■■■ ■■■■■i■■■■■i■i■!■i■■■■■i■!■■■i■■■■ ■i■■■■■■■■ ■■■■■■■I■�1■■ ..■T'��' •'�'��-'■■■■■■-■■■�- -��!!■iiiiii ■ ■�■■■�i■■ ■■MEMO mommommom■ .. ... • .. .. iiiiii■ ■■■■■■■■■ ... iiiiii■ ■■i■■■■■■ ■■�■.�■■�■■■�■!i■■■■■iii■■■■■■■ilii! ■■■■■i■■■■■■■■■■ii�>■ PROFILE SCALE /a Work site and exterior. streets shall be in a neat, clean, hazard free, HOR/Z. /"= 40' orderly state, throughout construction. Site shall be cleaned upon VERT. /"= 4' request of the inspector. -I I_ 12 13N =14 I5 W Q 16 17 ie OUANT/T Y CONSTRUCT/ON NOTES (srwrT IMPROVEMENT) 33' 3 3 L. #t tt68TB1E t M M IB" DIA. RC.P. w rROPO4ED /5" OM. �A PER SPIFFY >° (APPROX. ONLY) W PROPOSED 45" WA. R.CP " j� EXISMed ZS'x I.s' I R.CP. PER GRADING AND s �j fiTi�RM DRAIN PER STORM E40 3 F. i� CONSTRUCT 5 A.C. PAVEMENT ON 9=• GL 2141 . -40 v O DRAINAGE PLAN FOR K > DRAIN PLAN PREPARED ICOR CATCH B/vs/N p Q za THIS PROJECT. PLACE 2- $ 4 THIS PROJECT " 1' �N- W $ S BACK SLURRY 4ACKFiLL 3 l91 L.F. O CONSTRUCT S CONCRETE CURB t 24 CLATTER Oft?R A MINIMUM EXISTING IMPROVEMENTS PER �1 e_ " O �i itS DIRECTED !3Y THE s TNlCK111E65 GF 4 CL2At'7 PER CiTY STD. NO. SOS. MATCH MEW E. CITY OF RANCHO CUCAMONGA .� SCALE I"• 40� MF= 3 �ti 17T REPRESENTATIV �I- J J 1 AIITK E1LI5T. A.C. E.LEVAT{OU . PLAN 859 d h ! '�) �' 4, Q :V 4"D/A STEEL SIGNPOST 72 L.F. 3 SAWCUT AND REMOVE EXISTING CONCRETE DRIVEWAY CURB 7' W.V. O O , \ �� M ILIO LL� O " £X/sf/NG �f'x/f'CATLH • V — PROPOSED '? , '� W r) 0; (` �\ V� E TO REMAIN IV PtAGE �� N4 a. N p DEPRESSION AND P4 GUTTER. TO BE REMOVED OF: I WIDE F� O �? 0 x ♦ C Q tf P. P.+'H7s77r12k 215 S.F. J CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY, 1~ MINIMUM. BASrr� - b '� N EASEMENT FOR OM a F= N $ M Z O g ZW �� ExisTiNG 3_5 r2/' I. )Ill N SIDEWALKS O Vx 8 �'�Q' n 1As - » X U' - � ,{(0�4 G4TCKB/IS/N Q r _ ^ GW ��Q/v ?W 0 YI 3 �� *, Q� .�• f WO a x 327 S.F. 5 COLO PLANE EXISTING A.C: PAVEMENT I" THICK. N + < 16*72.SSEM0 CAQIbTR T { •o O - A& � ,: ,. -,. .10111x1 EY•IST. IMPRDUEM6AITS 700 '�' F. 6 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY 7 Q R= o' STD. 3010, W0: 40', 12RADIUS, CASE •B ; INCWDiNG CURa GuT7E sere .-if° ; :zoo ' ..o 0 0` _ - • `� � o . H - _ , . , : 25 REMOVAL. 4t. Q > > S ---- - - S.F. 77 CONSTRUCT COMMERCIAL g II,VEWAY APPROACH PER CITY s.�.�f226e�eo 12KVPP_#619/471E ___ .g.it -- _ 1TG , c , 12^ A IUS, CAS [URd 6uTTER 265'GU WIRE 8. S.M��I% Rf2' $•S R !2 - R=10' M, , S.M.H. 8.5 REMOVAL. Ge T.E. G.7.E MHS G.T.E MJffs I4 A EA O8 REMOVE EXISTING PIOWER POLE AND INSTALL UNDERGROUND r� _ "' Z'G 26 I ' to I 8 GABLE PER SO. CALIFORNIA EDISON SPECIFICATIONS. 13 1 13 1A EXIST. EDGE OF EXIST. 8" SEWER 8 EXIS . BURIED 4 5 I GT.E E F-LEPHONE V 9D ' 7 14 I `^ N 2155 S.F. CONSTRUCT 4" THICK CONCRETE MEANDERING SIDEWAL PER PAVED OVER M N N A•C. PAVEMENT 2 ? M �F ,? EXIST B"GONG. CURB 2 OPOSEO W CON C S W 4 CITY TD. NR. X304 %f 4'/1lgm,.r OSI FOOTHILL BLV D.(C/tr AMRovlt r • > o PROPOSED fd CONG f AND 24" GUTTER D 24" iriITTER O 1! Re •o Fo a1G�JrM N le T• VR�MG� of IoeiovA�K). M89•SG'31'i� h CURB AND Z4 GUTTER O p h 1 EA. {p CONST UCT /0' WIDE CATCH BASIN PER CITYTD. 502 47,48' _ _ N89°36+/�4~E ~ 617'79_ � W 1J. _ E _ � SEE STORM DRAIN PLAN FOR SPECIFIC DETAILS. 7- If 12 to p W X 13 14 15 (� 1 a S x ' f 7 18 19 WITH A LOCAL DEPRESSION PER CITY STO. 5113 CASE C. CONSTRUCT NEW W"m \ „ d p,� , s 6 �� o U 1 SIDEWALK RAMP AT a PROPOSEO D CONC. CURS +'3 e«s EXISTING IMPROVEMENTS PER • 2 0 ._ ' LOCATION OF EXISTING ",� ° AND 24" GUTTER N a � � v I Ez�s>'/iv6 3 xS' 11 CURB DEPRESSION v SAN BERNARDINO COUNTY F ij� eC _ II 61■ Cw vs.eT� �tZ� I'� H�RE�1.( .s ROAD DEPT PLAN 111130 a b� �x QQl 14 soBL YD. 3 , - FO O THIL L ' I 1Mwr - /6GMP--�.•�—r'-•-- �'-.-r_i^^r..rrt •�.:i�...."L'�'`,' - r .r : r --- s•, t�-_r Ty _ fir`— ._.,-:��r���c-'•--., .`-- '' a • • 24" C.M.P. el * I �Ex/s>-/NG co' GRr' /L GA. STC 49- DIA. GA.P, ib 6A. 1 EA. i2 coNSTRucT .t• wtoE CATCH BASIN PER CITY CTD. NO. NO. REVISION DESCRIPTION DATE ,°BOND p �( pl� ADZ WITH A LOCAL DEPRESSION PER CITY RTD. NO. SIDEWALK E /2' `' ,g, E4, ~ 518, CASE C. SEE SHEET 2 FOR SPECIFIC DETAILS. CITY OF RANCHO C IDEWA K = - v 12O L F /3 SAWCUT EXISTING A.C. PAVEMENT IN A CLEAN, STRAiGHT CU AMONGA Ws SNE. PLAN AND PROFILE CUP. 85-0/ Z �Mfl'1. 3RT0IT�M I Q NOSCA PF 9 ^ 3 EA. G 1113�TALL. K,OOb L.LIUACRI �TR.F.ET LI@YFITg PCR GiTY • - � MIN. A.C. �� TO f �Q 0 6ache/a•°q c • AMID ia0. GAR.. EC1IhOI�1 bT� �PECIFIGATIONIS. THE SOUTH _ CAL TRANSBEREQUIRES TF FROM THE CENTER OF THE FOO THILL BL VD, ,�' do POLE DfE f0" MINIMUM FROM THE F/►CE OF 1~ mCURB j A 30' MOUNTING HEIGHT/ WITH A TYPE 3t f G VARIES Fin" 30' Si' I 1.89b TO as - MI- FF LUMINAIRE. FROM RAMONA AVENUE TO 673 FEET /2' /B' '? PRIVATE ENGINEER'S NOTICE TO CONTRACTOR EAST OF RAENUE ' nu a1 ie a'a 9 — — — XISTING A.C. PAVEMENT OF CAL'�`�� NOTE' M APPROVED BY Xf, �A TE —;j�j/s Q 4" PAIN. -� .a. coo FEATHER OVERLAY AND BASE PLACE it. C. PMVE.MEi11T MOM STA. I0*00 TO THE EXISTENCE AND LOCATION OF ANY UNDrRGROUND Uri LITY CITY FA GINEER •C tru7--� O 1+�- PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED PROPOSED >d" CONCRETE �`'" STA. 1200 !t5 DIRECTED C3Y THE STATE'S CURB AND 24" GUTTER 13 4 5 t P t'� REPRESEAITATIVE BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF' OES/GN CARL W DONMOYER 9 ASSOC. MJV d I(Ys2«GAS * 5ccr OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT M.S.L. / OSTA AVE., 54117F E � +/Nsrofl4,/ ♦,� RiED GTE 3fo"tDEf.P 4" � �.. 11lOTE: STREET L164T5 SHALL BE N�TE' AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO CA. 9/740 YOF G" CLEA8 SECTION 15 REQUIRED UNDER TAKE DUE PRECAUTIONARY'IMEASURES TO PRO'T'ECT THE UTILITY DRAWN i SHEET • INSTALLED OPERATED AND E�3r EXP.3-3181 T P/CAL SECT/ON FOOTf�/LL BLVD. MAINTAINEfS AT NO COST TO PROPOSED DRIVEWAY APPROACHES ON LINES SHOWN AND ANY OTHER LINES NOT of RECORD OR NOT pp,lq, ,,,J.M. �` � �= (NOT TO SCALE) %/, •� R = S3 THE STATE. FOOTHILL BLVD. SHOWN ON THIS DRAWING. a STA. /O♦7S TO /I*7'S CHECKED * - 1- RCE.I 3>g3f32 DRAWING NO. M.S.L. TE o 1 ✓Q9 No. 85 5 1 73 i�F oAr. 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ONE mom,° OMNI ■!■! ■■!"•; • , 0 • OMNI I OMNI mom imm OMNI ■!■- • • a ■!■I SHOWN ON THIS DRAWING. ��_ �_ JOINT ALMRNAM CONSTR. JOINT (TYP) ©.. . • .•TO THE EXISTING REINFORCED• • :. NO EITHER CORE DRILL INTO THE EXISTING rMINIMUM OF J2" AND GROUT -rHF ?JrW STEELSTRUCTUREIN PLACE OR O EXPOSE THE EXISTING STEEL A MINIMUM OF fr'IF THE • • •. • i . • 1 1 . EXISTING STIZEL 15 _ EQUAL- / •- / j -PROPOSED_ HOLE PAVE 0 3119 REVISION DESCRIPrION CITY OF RA NCHO CUCAMONGA 020150) F L. miff it I��--------------------------------------- - --- _ ' • • • • • • i iND . I FILE • •• ryo •• ---_- - - -- • 3 1 1 . r ww • • • •• "4 • • • 0 s rORM • CUR 85-01 • �_ • • dam t • • • + r • Mid OWS E)flsyTW2 2'x3' CLOSW 111111FAIV&&: DING PER CITY STD. NO. 513, CASE 11 "W-6 -MIN. AND 120 MAX. AMD A JJVF - -s .J V•. i•. QOMECTEO BY THE STArrrm ItEPRESENTATI)JE./ . 0. - I / USE STEEL AND SPACING PER SECTIOM A-A SHOWN "FRECIN. r •