Loading...
HomeMy WebLinkAbout49 10 LA 8 8 FUTURE T.C. 10 8 + 4 $ rl� � o.- .o t - — rte' ♦ - - -r_� — r—_--.--.----_ ___---__—�_—�_---��-- ��"'� , N o EXIST E.P. $+ ID � $ 10 LL n — Lr\ 10 _ --- - - -- - -=---- ---- .a If 10UM � 4 Lr U .o N ra+) rl�1160 --- NAT. GROUND10 1160 -- N O 50' Lt CL IMP � , .0) SM Lr M8 � S 8 + g FUTURE GRADE .G g :° °O, �10 8� i ID LA 10 If\ 10 In1% N.D .-- 10 M 1160 EXIST q_ ;� 10 1160 i0o, Vc •- p FUTtlRE T.C. !Q � g O Off` S "` N M CO .— �" + .� 8 N e- 8 g EXIST E.P. :° + o 'o PROP. T.C. +.o AA o '^ u�i _ _ - ------ ---- -— - — Ir\ + - 2.15\oee - -- - - - �� ® ------- - _3( - ---- w 10 Lr ii 1160 2:/ Slope ----------------___----------- 1160 10 - _ i ion, VIC E 18083 NAT. GROUND 50' Rt CL I MP t � i 52 53 54 55 56 � <;. p 1 1 O IL TBM A-3 SET 60 D SK IN T & PP #1830049 39.4' Rt CL VFJ2T I" 4' STA. 55+29 ELEVATION 1161 .66 A GENERAL DOTES I . AREA TO BE PAVED;. FEATHER A MINIMUM OF Z' OVER EXISTING PAVING. 2. USE 0.20' A.C. ON PREPARED SUBGRADE. (ON WIDENING ONLY) 3. PROVIDE ADDITIONAL OVERPA VING ASREQU IRED TO KEEP DRA I NAGE ADJACENT TO CURB. i 4. AREA ADJACENT TO NEW PAVING, AT BOTH ENDS, TO BE GRADED TO ACCEPT CR DISCHARGE DRAINAGE ' i AS DIRECTED BY THE ENGINEER. - -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- FUTURE CURB LINE-� -- -- --- � 5. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES OR HYDRANTS, IRRIGATION STRUCTURES, ETC. . ..52 ' LOCATED WITHIN AREAS TO BE IMPROVED AND I .�54 +55 456 x,57 x,58 + +6 �— +61 +62 INTERFERING WITH CONSTRUMRROWCTION, SHALL BE RELOCATED AT NO COST TO THE COUNTY OF SAN 0 - �` _ i� IosoTl wide ylor�ers 304 BERNARD I NO;. I T SHALL ALSO BE THE OWER'S Zh RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. -- - --- --------- - -- _- -- - - - , -- -- -- FU RE CURB LI -- � � ° -o- -0- CONST. CUT OFF WALL CONST. CURB & GUTTER/' CONST. S/W PER EXIST R/W PER CO. STD. 127 PER CO STD. 115 CO. STD. 109 rl IRR MM IT E 18083 IMPROVEMENTS INSTALLED NOV , 1972 (EXCEPT SIDEWALK) NORTH SOUTH Ft IMP R/W 141 361 , JAI 121 2'a' ' 23' f ' 0.5' W a. W EXIST E.P. SLOPE ACONST. S/W PER a u% Q V CO . STD. 109 8 0.36 0.00 -0.23 TO O � — ro co co CONST. CURB & GUTTER m PER CO. STD. 115 N FUTURE TYPICAL SECTION PROP. TYPICAL SECTION m m ti 0� 0� _ t N O FIELD BOOK REF. 11 pgs. 253-259 COUNTY OF SAN BERNARDINO W. O. NO. ROAD DEPARTMENT a ARROW ROUTE ROAD NO. m DESIGNED BY APPROVED BY 129250 AF 00 M ' any DRAWN BY L JF FILE N0. � a "�� R. CHECKED BY ' R C� is CUCAMONGA ARE 109-111 *I RECOMMENDED BY MARK REVISIONS APPR DATE — 1 CHI ' DES I EN t E1F— - SHEET of , I : Ira. A -N------ �__---S-ry-----_ ------�$'.; + � +r ° �'' _y � .a � . T.0 � 0 — FUTURE T C r` +0 20% ti - -- M M EXIST E.P. 00 N S Q ri 1160 CURB PERMIT = 1160 E16117 4 O Lo g� ^ ' } p O O 8 M S N S N + .MD + .D O •— t` •— _ � CV _ p SS N + +D ++ 10 .�- M r- + + O � FUTURE CL GRADE n = 0.�0l EXIST CL 1160 11 i _ .... 60 1 i • t' F I Ln � r I � M Q 8M tco 8 .21% N S Ni G + .D M r —..- --- _ _ 10 FUTURE T.C. ti 0.2(Y%_-----�--"------------ -- --— -- -------- - - ——- Lcj EXIST E.P. - N � ` .D 1160 - ..116a OD s � : y I - 1. , i • E s , • I 70 Fil B.M. FD. 6X6 CO1JC POST b BRASS DISK AV 1/4 ¢� � COR. MON. 67FT. NO. STA. 79+46.56 Vr,Rl I"' 4 �Gct]� .n ELEV. 1163.63' Es 2 h LIDC7 Q f�J N m 3 =W Z vZ V1 CEO 3 L�3 N V)I- ' IMPROVEMENTS INSTALLED JUNE 1971 ' CURB PERMIT ' I E16117 EXIST R/W ' CONST. PARKWAY CULVERT CONST.CURB & GUTTER PER CO. STD. 115 FUTURE CURB LINES ( PER DETAILS T. 2 OF 20 CC 0 0 0 10 Lr\ 17071 ARROWX72 EXIST. E.P. 3 -4 7.5 7-6 +77��11ITC +78 +86 0 0 0 0 0 0 FUTURE CURB LINE o- -- -- -- -- -- -- -- -- -- --. -- -- -- -- -- -- -- -- -- --�—- GENERAL NOTES v -0- EX J . EXIST R/W -o- 1. AREA TO BE PAVED; FEATHER A MINIMUM OF �i' OVER { EXISTING PAVING. 4 co 2. USE 0.29' A.C. ON PREPARED SUBGRADt.(ON WIDEN- R/W IDEN- ING ONLY). WORTH />)► SOUTH R/W R/W 3. PROVIDE ADD I T 1 ONAL OVERPAV I NG AS REQU I RED TO 10O' KEEP DRAINAGE ADJACENT TO CURB. 501 501 50, 4• GRADEDDTOCACCEPT OR DIISCHAR6EENTTO NEW PAVING ADRAIINAGT BOTH EAS'DIRECITED 14' 361 ' 36' 14' 14' 36' BY THE ENGINEER. 0 5' 4' 9.5' 12' 24' 24' 12' 9.5' 4' 0 5' 5. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, LEVEL LINE M•1� m VALVES OR HYDRANTS, IRRIGATION STRUCTURES, ETC. .. 0.36' •00' .36' STR• 'GRD — LOCATED WITHIN AREAS TO BE IMPROVED AND INTER- FERING WITH CONSTRUCTION SHALL BE RELOCATED AT N _ EXIST PAV'T. a NO COST TO THE COUNTY OF SAN BERNARDINO; IT SHALL ALSO BE THE OWNER'S RESPONSIBILITY TO r J - MONOLITHIC CURB CONST. SIDEWALK CONST. CURB & GUTTER NOTIFY ALL AGENCIES CONCERNED. V� O AND GUTTER AS PER COUNTY_ FUTURE STD. WHEN REQ•D. j TYPICAL SECTION _ w eaf CO O o_ FIELD BOOK REF. lit 1292-50 COUNTY OF SAN BERNARDINO W. O. NO. ROAD DEPARTMENT ARROW ROUTE ROAD NO. DESIGNED BY APPROVED BY 129250 AF L JF � � DRAWN BY Q/ FILE N0. i ��/rlbnl��i�'elytbC. t CHECKED BY S ROAD Cw EA a � ' III- 113 CUCAMONGA AREA R COMMENDED BY MARK REVISIONS APPR DATE . _ � � �- � SHEET of •