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HomeMy WebLinkAbout2918-19A1.00m 364.545 TC E 364.270 FL O m O 364.540 " 364.340 1 EDGE OF PVMT. �F 1.00m 364.803 TC E 364.528 FL 0 M O 364.799 1 364.599 1 EDGE OF PVMT. 3E \ I W1« 364.947 TC E 364.672 FL 0 rn 0 364.945 TC 364.745 FL EDGE OF PVMT. JR4 1.00m 365.041 TC E 364.766 FL O m 0 365.039 TC 364.839 FL EDGE OF PVMT. IRA 1.07m 1.80m 14811 0 O 00E +� C:) C) 51 1.07m 1.80m (4811 O O c,:) E -r- +o if (n?IZNZ 51 364.274 FL 364.557 TC E 0 364.357 FL o FLOW E C) ^ CURB FACE 364.531 FL E 364.810 TC co 364.610 FL o FLOW E C) ^ CURB FACE 1.07m i 1.80m 48 Y0 O o rE +o N ITJ (n � (( j , U C51 1.07m i 1.80m Y48 0 O +o N � J En �,m 364.825 Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 364.949 TC 364.674 FL E 364.953 TC o 364.753 FL o FLOW E O Cq CURB FACE 1.00m 365.184 TC of 364.634 FL rn O 365.182 1 364.982 1 EDGE OF PVMT. AF 1.00m 365.326 TC E 365.051 FL 0 M O 365.324 " 365.124 1 EDGE OF PVMT. �F 0 rn 1.00m 365.418 TC EDGE OF PVMT. 1.07m 1.80m Y48 O O of +r - MO 1 LO Cn 51 1.07m I 1.80m Y48 0 O coo E +o � J Cn N,U / 51 365.204 1 nom- i on - 365.186 TC 364.911 FL E 365.190 TC o 364.990 FL o FLOW 2 E �. N CURB FACE 365.328 TC 365.053 FL E 365.332 TC to 365.132 FL o FLOW E CURB FACE C14 365.143 FL 365.461 TC 365.186 FL E 365.463 TC to 365.263 FL o FLOW E C) ^ CURB FACE REFERENCE PLANS FLOW f- E ^ N 1.00m 365.887 TC 48 1.00m 1.80m 1.07m 1.80m 48 365.687 FL 1.07m 1.80m 0 M/ LO 48 1O tO wl- 00 365.241 FL O E 365.567 TC o �► o E co 365.043 TC E 365.292 FL 365.764 365.461 TIC +o `t 364.768 FLE FS C/) --j T( 365.186 FL 365.514 TC O ^ 365.314 FL 0 rn06 cn Q 365.047 TC C EDGE OF PVMT. 365.586 365., FS 51 FS rnore FZ I m 364.847 FL o E E% 365.673 TC EDGE OF PVMT. 365.437 365.. FS FS 51 365.459 TC EDGE OF PVMT. 4PSi4! A.N. F00 BOUUNM- ROUTE 66w AS SHOWN 365.259 FL DESIGNED P HED BY EDGE OF PVMT. 365.492 365.496 FLOW FS FS < CAL ONS 51 48 1O CHECKED E^ EDGE OF PVMT. 365.331 365., CURB FACE CO 0 FS 51 FS °Oo SH T. N0. om APPROVAL DATE APPROVAL ATE ELIZER M. RUIZ R.C.E. .46158 1.07m 1.80m Y48 O O of +r - MO 1 LO Cn 51 1.07m I 1.80m Y48 0 O coo E +o � J Cn N,U / 51 365.204 1 nom- i on - 365.186 TC 364.911 FL E 365.190 TC o 364.990 FL o FLOW 2 E �. N CURB FACE 365.328 TC 365.053 FL E 365.332 TC to 365.132 FL o FLOW E CURB FACE C14 365.143 FL 365.461 TC 365.186 FL E 365.463 TC to 365.263 FL o FLOW E C) ^ CURB FACE REFERENCE PLANS FLOW f- E ^ N 1.00m 365.887 TC 48 1.07m 1.80m 1.07m 1.80m 48 365.687 FL 3 0 M/ LO 365.516 TC tO wl- 00 365.241 FL E 365.567 TC o �► 365.675 TC 365.622 TC E 365.292 FL 365.764 Cno E O rn FS C/) --j T( FS 365.514 TC O ^ 365.314 FL o cn O CnU EDGE OF PVMT. 365.586 365., FS 51 FS REVISIONS -�f 1.00m 365.887 TC 48 1.07m 1.80m 1.07m 1.80m 48 IO 365.687 FL 3 0 M/ 0 o E 0 00 co +LO o 365.567 TC o �► 365.675 TC 365.622 TC E 365.292 FL 365.764 J E O rn FS a EIS FS 0 O ^ i o cn O CnU Q QROFESS��N�` 365.565 TC rnore 365.361 FL r A mm9 E E% 365.673 TC EDGE OF PVMT. 365.437 365.. FS FS 51 1.00m 1.00m 1.07m 1.80m 365.887 TC 48 1.07m 1.80m 48 Y0 365.687 FL 3 0 M/ O O E o E 00 co + o �► 365.675 TC 365.622 TC to '- � 365.764 E 365.400 FL E 365.347 FL FS C) \ rn FS C) M O ^ i o cn O C) Q QROFESS��N�` I U rnore r A mm9 E E% 365.673 TC 365.620 TC 365.473 FL Ln 365.420 FL EDGE OF PVMT. 4PSi4! A.N. F00 BOUUNM- ROUTE 66w AS SHOWN C' Cy DESIGNED P HED BY EDGE OF PVMT. 365.492 365.496 1.07m FS FS < CAL ONS 51 1.00m 1.07m 1.80m 51 365.516 TC 365.241 FL E 365.518 TC co 365.318 FL o FLOW 0 365.292 FL E 365.569 TC co o 365.369 FL 0 FLOW E O ^ CURB FACE v 365.347 FL E 365.624 TC co 365.424 FL o FLOW E N ^ CURB FACE v 365.401 FL 365.678 TC E O 365.478 FL o FLOW E O ^ CURB FACE 04 1.00m 365.831 TC EDGE OF PVMT. 365. A-7- , on_ 365.556 FL DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 66 117949/19984 1 1 1.00m 1.07m I 1.80m 148C) etric O Er- + o 365.889 TC J 365.889 TC 0 365.614 FL 365.614 FL rn o��m f V) U 365.892 TC o 365.887 TC 48 365.692 FL o C/)51 'E Y0 365.687 FL 3 0 M/ o E FLOW co +o o �► 365.675 TC OF PVMT. 365.759 to '- � 365.764 E 365.400 FL E J . FS C) \ rn FS O ^ i cn CURB C) Q QROFESS��N�` U rnore r A mm9 E ��-c co ELIZER M. RUIZ �z 365.673 TC STREET I�[PRO NTS 365.473 FL Ln 420 Exchange, Suite 100, Irvine, CA 92602-1301 - (714)665-4500 EDGE OF PVMT. 4PSi4! 51 365.516 TC 365.241 FL E 365.518 TC co 365.318 FL o FLOW 0 365.292 FL E 365.569 TC co o 365.369 FL 0 FLOW E O ^ CURB FACE v 365.347 FL E 365.624 TC co 365.424 FL o FLOW E N ^ CURB FACE v 365.401 FL 365.678 TC E O 365.478 FL o FLOW E O ^ CURB FACE 04 1.00m 365.831 TC EDGE OF PVMT. 365. A-7- , on_ 365.556 FL DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 66 117949/19984 1 1 1.00m 1.07m I 1.80m 148C) etric O Er- + o 365.889 TC J 365.889 TC 0 365.614 FL 365.614 FL rn o��m f V) U 365.892 TC o Flow 0 CONSTRUCTION NOTES 30 CONSTRUCT GUTTER DEPRESSION, SAG CONDITION PER CALTRANS STANDARD PLAN NO. D78 O- CONSTRUCT DRAINAGE INLET TYPE OS PER CALTRANS STANDARD PLAN NO. D72 W-STANDARD CONSTRUCT DRAINAGE INLET TYPE OL PER CALTRANS PLAN NO. D72; CURB OPENING L, PER PLAN @-CONSTRUCT GUTTER DEPRESSION, INLETS ON GRADE PER CALTRANS STANDARD PLAN N0. D78 `r CURB FACECURB 365.887 TC FACE 365.692 FL o C/)51 'E 365.687 FL 3 NOrI'B: AU D ONS ARB 94 MOWN . M/ FLOW FOR REDUCED PLANS ORIGINAL o 20 40 60 80 EA 317900 o �► EDGE OF PVMT. 365.759 365.764 SCALE IS IN MILLIMETERS ' ' E FS FS O ^ i 51 CURB FACE Q QROFESS��N�` OF FONTANA,C� � rnore r A mm9 n ��-c co ELIZER M. RUIZ �z DRAWN BY STREET I�[PRO NTS SCALE: Ln 420 Exchange, Suite 100, Irvine, CA 92602-1301 - (714)665-4500 1.00m A.N. F00 BOUUNM- ROUTE 66w AS SHOWN C' Cy DESIGNED P HED BY 1.07m 1.80m Exp. �yq� CIVIL �P < CAL ONS DATE: 48 1O CHECKED OF c�a I 0 CO 0 JOB NO. JAPPRbVO�( D °Oo SH T. N0. om APPROVAL DATE APPROVAL ATE ELIZER M. RUIZ R.C.E. .46158 366.005 TC J 366.011 TC A OF45 f C) 365.730 FL .44-365.736 FL rn O �cnImc � 366.020 TC E O C) 366.000 TC 365.820 FL o 365.800 FL FLOW EDGE OF PVMT. 365.820 365.892 N FS FS ^ 51 CURB FACE Cfi 0 Z o m 1.00m -� - d 1.07m 1.80m Lm w 48 jr LO �'�' W cca or, . +(0 C) c�ia 366.421 TCT- J 366.427 TC .o of 366.146 FL 366.152 FL' " �� rn C) rn� ~J m E c = c cn U 366.436 TC � F" c� 366.416 TC 366.236 FL o 366.216 FL FLOW EDGE OF PVMT. 366.288 366.308 N FS FS ^ 51 CURB FACE v Flow 0 CONSTRUCTION NOTES 30 CONSTRUCT GUTTER DEPRESSION, SAG CONDITION PER CALTRANS STANDARD PLAN NO. D78 O- CONSTRUCT DRAINAGE INLET TYPE OS PER CALTRANS STANDARD PLAN NO. D72 W-STANDARD CONSTRUCT DRAINAGE INLET TYPE OL PER CALTRANS PLAN NO. D72; CURB OPENING L, PER PLAN @-CONSTRUCT GUTTER DEPRESSION, INLETS ON GRADE PER CALTRANS STANDARD PLAN N0. D78 `r CURB FACECURB FACE � " C/)51 'E 3 NOrI'B: AU D ONS ARB 94 MOWN . M/ / d FOR REDUCED PLANS ORIGINAL o 20 40 60 80 EA 317900 o �► SCALE IS IN MILLIMETERS ' ' o 0 i momr Hcdl & c® Q QROFESS��N�` OF FONTANA,C� � rnore r A mm9 Civil Engineering - Planning - Surveying - Public Works ��-c co ELIZER M. RUIZ �z DRAWN BY STREET I�[PRO NTS SCALE: Ln 420 Exchange, Suite 100, Irvine, CA 92602-1301 - (714)665-4500 w No. 46158 � 12-31-2006 A.N. F00 BOUUNM- ROUTE 66w AS SHOWN C' Cy DESIGNED P HED BY PREPARED UNDER THE SUPERVISION OF: Exp. �yq� CIVIL �P CAL ONS DATE: o N Im CHECKED OF c�a I E.M.R. CO 0 JOB NO. JAPPRbVO�( D DR. N0. SH T. N0. om APPROVAL DATE APPROVAL ATE ELIZER M. RUIZ R.C.E. .46158 DATE 99089 #51 DATE A OF45 z s s �.. s � z -s., s � s �.. s t t {.q�