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HomeMy WebLinkAbout3063-16I,` ia- -m .t 23+26.56 ORLANDO DR.= 1 145+33.92 BASELINE AVE 1371.14 FS \ -- EXISTING R/WJ777Y _ Li - - - - moo mai 0 - 0---, o< Cly Cly - N _1 "sca �J J \ J ca U m EXISTING R/W EC --------------------- 1369.10 TC END `, w 22+43.56 BCR C & G & SIDEWALK 6 12 1369.11 TC JT7 I END °0 I \ I +�� C & G & SIDEWA N rn EXISTING R/W'. ' 1340 I 34 1 EXISTING R/W \ I EXI 22' j! \ EXISTING EP EXIST/NG I I EXISTING ~EP \, FUTURE C& G - I I FUTURE C& G � 1 I A PER DWG N0. 3021 NOTE: CONTRACTOR TO EXERCISE CAUTION & PROTECT ALL UTILITIES PER DWG N0. 3271 EUTURE REET cD U Q \ EXISTING R �MOCH 25+56.26 ECR \ 1374.30 TC JOIN EXISTING m C & G & SIDEWALK t NOTE: CONTRACTOR TO INSTALL CURB RETURNS, CROSS GUTTER &BARRICADE 70 FUTURE STREET 26+39.28 LIME AVE` 151+22.55 BASELINE AVE\ f \ I \ EXISTING R/W UjUni 1111111110 a � _W9. - - LU Co - _ 20" 1 25" W -- 12"``- '-JFdTURE CURB GUTTER 1 'f 71.65)E0`\ I 04 24'f88.70 15. LT I I CD o t > 36 �-- \ EXISTING R/W� = 3 •90 F (1370.68)EP III � _ I 10.5 LT - � 34 14' I 20' 23+73.20 BEGIN TAPE = i JOIN FFXXI�TING- --- �t I �`� 9 6 (1369.32)EP II! LIME AVENUE LEGBD RECORD DOCUMENT INDICATES PROPOSED A.C. PAVEMENT These Record Documents have been prepared INDICATES REMOVE EXISTING A.C. PAVEMENT based on information provided by others. The INDICATES GRIND EXISTING A.C. PAVEMENT Design Professional has not verified the accuracy and/or completeness -of this information and shall INDICATES CENTERLINE not be responsible for any errors or omissions INDICATES RIGHT-OF-WAY LINE which may be incorporated herein as a result - INDICATES .MISTING IMPROVEMENTS GRAPHIC SCALE --(130A�--- INDICATES. EXISTING CONTOUR LINE i� /D-O!o -O - 30 0 15 30 60 120 0-0 INDICATES STREET - LIGHT DATE O -E INDICATES STREET LIGHT ON TRAFFIC SIGNAL INDICATES PVC ( IN FEET 1 inch = 30 ft. PER CTrY DWG N0. 1180 ALMERA AVENUE 64' i� ----- \ VQW - - - - ' ` . o% \ 9+17.08 BCR 7� 9+16.92 ECR ` 40 % V\ 1384.54 TC 1384.53 TC � UP U U 137 w W m LOLO II t 06 I I% I I I 00 Q w W Wo II SII �' ; t \�oU II � I Noy' -oma � � � � .oma oma \� II f I tet- ono I + o wi II ; +00 cno ` i f (non 1 � X12' II 'r20' • 20 � 11112 FUTURE C & G ! FUTURE C & G 1 32 3 I I Wei ow 64 EXISTING R OISTING Rj►/W, ALMERLA AVENUE PER CITY DWG N0. 3080 AND DWG N0. 3294 .CONSTRWT10N NOTES 5O- SAWCUT EXISTING AC PAVEMENT TO CLEAN STRAIGHT LINE 6O- GRIND EXISTING AC PAVEMENT (MINIMUM 0.1' THICKNESS) AND OVERLAY A.C. PAVEMENT (0.1' MIN.) @-CONSTRUCT AC OVERLAY FOR EXIST AC PAVEMENT (0.10' MIN.) @___CONSTRUCT 4.5" A.C. OVER 12' OF 95% COMPACTED NATIVE 40 INSTALL BARRICADE PER CITY STD DWG NO. 118 K. U.t. 01 i Z)/- I V "' Rename: M:\DWG\14902\STREETS\E4ST\TO ALMERIA\STAGEI\ST16.DWG co - - \ EXISTING R �MOCH 25+56.26 ECR \ 1374.30 TC JOIN EXISTING m C & G & SIDEWALK t NOTE: CONTRACTOR TO INSTALL CURB RETURNS, CROSS GUTTER &BARRICADE 70 FUTURE STREET 26+39.28 LIME AVE` 151+22.55 BASELINE AVE\ f \ I \ EXISTING R/W UjUni 1111111110 a � _W9. - - LU Co - _ 20" 1 25" W -- 12"``- '-JFdTURE CURB GUTTER 1 'f 71.65)E0`\ I 04 24'f88.70 15. LT I I CD o t > 36 �-- \ EXISTING R/W� = 3 •90 F (1370.68)EP III � _ I 10.5 LT - � 34 14' I 20' 23+73.20 BEGIN TAPE = i JOIN FFXXI�TING- --- �t I �`� 9 6 (1369.32)EP II! LIME AVENUE LEGBD RECORD DOCUMENT INDICATES PROPOSED A.C. PAVEMENT These Record Documents have been prepared INDICATES REMOVE EXISTING A.C. PAVEMENT based on information provided by others. The INDICATES GRIND EXISTING A.C. PAVEMENT Design Professional has not verified the accuracy and/or completeness -of this information and shall INDICATES CENTERLINE not be responsible for any errors or omissions INDICATES RIGHT-OF-WAY LINE which may be incorporated herein as a result - INDICATES .MISTING IMPROVEMENTS GRAPHIC SCALE --(130A�--- INDICATES. EXISTING CONTOUR LINE i� /D-O!o -O - 30 0 15 30 60 120 0-0 INDICATES STREET - LIGHT DATE O -E INDICATES STREET LIGHT ON TRAFFIC SIGNAL INDICATES PVC ( IN FEET 1 inch = 30 ft. PER CTrY DWG N0. 1180 ALMERA AVENUE 64' i� ----- \ VQW - - - - ' ` . o% \ 9+17.08 BCR 7� 9+16.92 ECR ` 40 % V\ 1384.54 TC 1384.53 TC � UP U U 137 w W m LOLO II t 06 I I% I I I 00 Q w W Wo II SII �' ; t \�oU II � I Noy' -oma � � � � .oma oma \� II f I tet- ono I + o wi II ; +00 cno ` i f (non 1 � X12' II 'r20' • 20 � 11112 FUTURE C & G ! FUTURE C & G 1 32 3 I I Wei ow 64 EXISTING R OISTING Rj►/W, ALMERLA AVENUE PER CITY DWG N0. 3080 AND DWG N0. 3294 .CONSTRWT10N NOTES 5O- SAWCUT EXISTING AC PAVEMENT TO CLEAN STRAIGHT LINE 6O- GRIND EXISTING AC PAVEMENT (MINIMUM 0.1' THICKNESS) AND OVERLAY A.C. PAVEMENT (0.1' MIN.) @-CONSTRUCT AC OVERLAY FOR EXIST AC PAVEMENT (0.10' MIN.) @___CONSTRUCT 4.5" A.C. OVER 12' OF 95% COMPACTED NATIVE 40 INSTALL BARRICADE PER CITY STD DWG NO. 118 K. U.t. 01 i Z)/- I V "' Rename: M:\DWG\14902\STREETS\E4ST\TO ALMERIA\STAGEI\ST16.DWG