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HomeMy WebLinkAbout4984-14- v- :._::974: 975-985 975 1 L'-,-"-- 10+00 04 -1 - u -1-1001 co LO - 01 CN C4 a 16ENTICAL­ POINT ------------ c PROPOS c 'D FL EX ­­ __ . GROUND AT...__ ____ 11+00 11 R , 'IDENTIC AL c T P- o L) N -- -------- 00 -100 -,--> to L UJI in I PROPOSED j ff�co rL 50.0'1-1' -------- 1---- _H.---„_ co 00 EX" Ica 6013-03" 65.11' 32.59' (�� 676,00- > C.� 1 73.241 1,78- to 00 d14 pt 00 ul) O CNI CN C; -7 Ic" -A-AAY a) 11+00 11 I --- V) 0 Lill- . ......... . 100" ......... ..... 9 L 2( -- - ---- 15-79.90 ANG PN T > C'j caR "e LO Ln 2 a Go r- 6.441, rerej N 10-1020 6 CO 1— " - a rz, IR o 010 9 CONSTRUCTION NOTES" CONSTRUCT 8" PCC CURB AND GUTTER PER CITY OF ONTARIO STD DING NO. 1201, TYPE "B" CONSTRUCT 8" PCC CURB AND GUTTER PER CITY OF FONTANA STD DING NO. 1000 SAWCUT EXISTING ASHPALT CONSTRUCT 9"(MIN) HMAC (TYPE A) PAVEMENT OVER 12" COMPACTED AGGREGATE BASE (SEE CITY OF FONTANA GENERAL NOTES FOR STREET IMPROMENVENT 31 & 32) COLD PLANE OR REMOVE EXISTING AC PAVEMENT (MINIMUM 9" THICKNESS) AND OVERLAY AC PAVEMENT (9" MIN.) Q CONSTRUCT RETAINING WALL PER CALTRANS STD PLAN 133-1 TYPE 1, -8 AX @ CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD DWG NO, 3003, CASE PER PLAN CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD DWG NO. 3004, WITDH PER PLAN CONSTRUCT 2" THICK ASPHALT CONCRETE DITCH PER PLAN INSTALL METAL BEAM GUARDRAIL PER CALTRANS STD PLAN NO. A77A-1 34 CONSTRUCT RETAINING WALL PER SHEET NO. 29 36 CONSTRUCT OVERSIDE ASPAHLT CONCRETE DRAIN PER CALTRANS STD PLAN D87D 41 COLD PLANE OR REMOVE EXISTING AC PAVEMENT tMdyIMUM 3" THICKNESS) AND OVERLAY AC PAVEMENT t3" MIN.) REMOVAL NOTES: [1] REMOVE EXISTING AC PAVEMENT Fj] REMOVE EXISTING CURB & GUTTER ® RELOCATE POWER POLE BY OTHERS (SCE) F-71 RELOCATE STREET LIGHT PROFILE REMOVE INTERFERING 24" CMP CULVERT HORIZ: 1" 40 10 REMOVE GUARD RAIL Flfl RELOCATE METER ---------- ------ -------- ---------- - -- CITY OF ONTARIO: r12 RELOCATE ELECTRICAL VAULT BY OTHERS (SCE) C'rb 0 13 RELOCATE WATER VAULT BY OTHERS (FONTANA WATER) _j 7 0 11 � 11 1 _j Lu 1�_ L REMOVE EXISTING AC DITCH p, Z > 6 6 too, g z 0; CL Ln Lr) V) (n EX. R/W OCL 04 LO to OC 0) 0 _11� c,4m- T F15� PROTECT IN PLACE taw. a z •Xo�j_ _tp�ff�Q—ECOH�Zl--- j u-)"— cr)(Mcno- 6 to 010- to _j LLJ LLJ tN ECOH) E( pn uj .c OOP ROAD a F1 �6 RELOCATE TELEPHONE POLE BY OTHERS (GTE) Lo >c (m(m OLOZ to LO c L�)Oe) 4 C006 w r.,11,05 F1❑7� ADJUST POWER POLE BY OTHERS (SCE) /i CL _.j �sz c1qPIS L A 0 ((nm ?� 7L C% DO I a A 16 _j 0 6 DO a": cl- a cdO LA__ u _j 0- V) -JL CL 0. -5 t>� F181 REMOVE ASHPALT CONCRETE BERM V_ -.3 Cpl- U. IN, \ \ \ " 1\ i no _j I.- D DO U>X o Xz,�_ A C6 %% r%� uj cqw _�Z 6 S? —0 Ln Ln Lr) cC3 to rn z \69,L 11 ve) '00i EP) Do 14 "A QQ6'05 'F it 00, L ar-_. 4a p% a C4 r, Ir -,w 9- 9- F 9- w- -4 w 0 ­.) CURVE DATA 'I L U, 6 Ij 92 27= 12o 5 V. 00 L I _7 _-A 'A BE 1`77. 00 \00 'If PT, -um, cp LI z c c:) '1, .4. 1, 1 Ln "61,00 L T .9 97' v 1 1, .4 C L6 cy) 978 .42 TC -45 7 -7 + 10 LPP 157 0 \10 P4 Lin .1-4--tu to N z 11+00 1 \3 +0 3 : , x.17.+0 0\\ I CURVE R , 'IDENTIC AL c T P- o L) N -- -------- 00 -100 -,--> to L UJI in I PROPOSED j ff�co rL 0 37.96' C Ica 6013-03" 65.11' 32.59' (�� 676,00- , 6*12-27" 1 73.241 1 36.661 ­- - --------- . .... ........ .... 00 d14 pt 00 ul) 64Z -A-AAY R • 1.80 12+00 .... ....... I --- V) 0 Lill- . ......... . 100" ......... ..... 9 L 2( -- - ---- 15-79.90 ANG PN T > C'j caR "e LO Ln 2 a Go r- 6.441, rerej N 10-1020 6 CO 1— " - a rz, IR o 010 9 CONSTRUCTION NOTES" CONSTRUCT 8" PCC CURB AND GUTTER PER CITY OF ONTARIO STD DING NO. 1201, TYPE "B" CONSTRUCT 8" PCC CURB AND GUTTER PER CITY OF FONTANA STD DING NO. 1000 SAWCUT EXISTING ASHPALT CONSTRUCT 9"(MIN) HMAC (TYPE A) PAVEMENT OVER 12" COMPACTED AGGREGATE BASE (SEE CITY OF FONTANA GENERAL NOTES FOR STREET IMPROMENVENT 31 & 32) COLD PLANE OR REMOVE EXISTING AC PAVEMENT (MINIMUM 9" THICKNESS) AND OVERLAY AC PAVEMENT (9" MIN.) Q CONSTRUCT RETAINING WALL PER CALTRANS STD PLAN 133-1 TYPE 1, -8 AX @ CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD DWG NO, 3003, CASE PER PLAN CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD DWG NO. 3004, WITDH PER PLAN CONSTRUCT 2" THICK ASPHALT CONCRETE DITCH PER PLAN INSTALL METAL BEAM GUARDRAIL PER CALTRANS STD PLAN NO. A77A-1 34 CONSTRUCT RETAINING WALL PER SHEET NO. 29 36 CONSTRUCT OVERSIDE ASPAHLT CONCRETE DRAIN PER CALTRANS STD PLAN D87D 41 COLD PLANE OR REMOVE EXISTING AC PAVEMENT tMdyIMUM 3" THICKNESS) AND OVERLAY AC PAVEMENT t3" MIN.) REMOVAL NOTES: [1] REMOVE EXISTING AC PAVEMENT Fj] REMOVE EXISTING CURB & GUTTER ® RELOCATE POWER POLE BY OTHERS (SCE) F-71 RELOCATE STREET LIGHT PROFILE REMOVE INTERFERING 24" CMP CULVERT HORIZ: 1" 40 10 REMOVE GUARD RAIL Flfl RELOCATE METER ---------- ------ -------- ---------- - -- CITY OF ONTARIO: r12 RELOCATE ELECTRICAL VAULT BY OTHERS (SCE) C'rb 0 13 RELOCATE WATER VAULT BY OTHERS (FONTANA WATER) _j 7 0 11 � 11 1 _j Lu 1�_ L REMOVE EXISTING AC DITCH p, Z > 6 6 too, g z 0; CL Ln Lr) V) (n EX. R/W OCL 04 LO to OC 0) 0 _11� c,4m- T F15� PROTECT IN PLACE taw. a z •Xo�j_ _tp�ff�Q—ECOH�Zl--- j u-)"— cr)(Mcno- 6 to 010- to _j LLJ LLJ tN ECOH) E( pn uj .c OOP ROAD a F1 �6 RELOCATE TELEPHONE POLE BY OTHERS (GTE) Lo >c (m(m OLOZ to LO c L�)Oe) 4 C006 w r.,11,05 F1❑7� ADJUST POWER POLE BY OTHERS (SCE) /i CL _.j �sz c1qPIS L A 0 ((nm ?� 7L C% DO I a A 16 _j 0 6 DO a": cl- a cdO LA__ u _j 0- V) -JL CL 0. -5 t>� F181 REMOVE ASHPALT CONCRETE BERM V_ -.3 Cpl- U. IN, \ \ \ " 1\ i no _j I.- D DO U>X o Xz,�_ A C6 %% r%� uj cqw _�Z 6 S? —0 Ln Ln Lr) cC3 to rn z \69,L 11 ve) '00i EP) Do 14 "A QQ6'05 'F it 00, L ar-_. 4a p% a C4 r, Ir -,w 9- 9- F 9- w- -4 w 0 ­.) CURVE DATA 'I L U, 6 Ij 92 27= 12o 5 V. 00 L I _7 _-A 'A BE 1`77. 00 \00 'If PT, -um, cp LI z c c:) '1, .4. 1, 1 Ln "61,00 L T .9 97' v 1 1, .4 C L6 cy) 978 .42 TC -45 7 -7 + 10 LPP 157 0 \10 P4 Lin .1-4--tu to N z 11+00 1 \3 +0 3 : , x.17.+0 0\\ I CURVE R Q L T 700.00- 6012-27-- 75,84' 37.96' C 600.00' 6013-03" 65.11' 32.59' (�� 676,00- , 6*12-27" 1 73.241 1 36.661 00 it J U J NO 13'20"E --- 00 LA_ �ETIWANDA AVENUE' e2 -ut"n co L L -:s - 'N_ 2 _•7 . ...... 1fl ... ............ ............. .. ....... ...... . . . .... ...... . . ..... ........ - --------- UJI 77. u4 ........ z . . . . . ......... UJI 0 c c 5 __j o o A L _z 7 r am-" A 3 MAX SLOPE i a 4�'v I I ■or it 0 0 z + MAX SLOP L 1 1.75,1,0 o M I "CD I I '0 .L7 :1.0 I UJI W 10 L uj tual PROP,R/W w —wi- ul 4 1 z 0 0 1 11 0- CITY OF FONTANA' Y= w ECR z LEGE Ile 974,52' TG' 00- L0 j 4r- U F6TI GRIND EXISTING AC PAVEMENT Ld z toX f uj 15 1w UJI ui ujz EX,R/W z C*4 r-� a u U.1 Tj 2 1— 1 3 PROPOSED STAMPED PCC MEDIAN L400z ocroo r- o: W > tom Ln Low (m 9- V_ 20' 0 40 80' W 0 S a, S SAWCUT 4 a to 4- F--1 jpy" EX,R/W a LrJLO co 4z SCALE., 1" 40' 9w t5sl PREPARED UNDER THE SUPERVISION OF., CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED PATTiERSON Ew IMPROVEMENTS NOT COMMENCE WITHIN TWO & STREET IMPROVEMENT PLAN nSSOCIATES, INC. -AnnQ1 01 10A A'== A I YEARS OF THE DATE OF APPROVAL SHOWN HEREON CIVIL-TAnCHWORK ENGINEERING DROM BY. SCALE: ITY OF ONTARIO 9F 1 UU70 OUDIVIII I I ML 746 ETIWANDA AVENUE Z c E.LOPEZ AS SHOWN AND CARRIED FORTH IN A DILIGENT MANNER, THE 07&j2!N 9C COUNTRY 2%68TRY RD.SUITE 300 OESOCID W, %A w DI EXP, 6/ /14 PLAN AND PROFILE :��L 0 j _T AL TWO WORKING 0 STA 18#00 DATE -- (OW -,-- - 7! —�, , a - BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE 0!00 /,T RECOMMENDED ft FC IG DAYS BEFORE E. LOPEZ --- 11/30/12 ASSITMI CITY EhyNEER UAIL YOU Di YOU DIG CIV1\0 OFF CHECKED BY, 'MD --- * 14 REV, PLANS TO BRING THEM INTO CONFORMANCE WITH Dote AP ��SYL� DRAWING NO ­ w TOLL FREE -800-227-260 STANDARDS IN EFFECT.CA1MARZIEH S.G. GHANDEHARI R.C.E. 62746 mZ. DALE, 4/:�b /-3 ACCEPTED BY. fh'� RE%f" DESOWTO DATE ENIX CITY DATE GHANDEHARI CITY ENGINEER R-C.E. b 1152 49 CITY ENGIN�ERV_ A PUBLIC SERVICE Y UNDERGRO!" SERVICE ALERT 84 21