Loading...
HomeMy WebLinkAbout2997-3088 89 90 91 98 99 --110 ,--___ 98 99 190 PROFILE. SIERRA AVENUE - --; SCALE: ------__ --__________________________________________ T SrA 82+51.95 � _ ' r ( �'� HOR1Z: 1 40 u___ ¢ OF SIERRA ,AVE VERT. 1 " = 4' ; E' -- `�'� 1 � END CONSTRUCTION _ _. CONSTRUCTION NOTES �'rr <� STA 99+82.50 x-- -- --� �r I = - - WALNUT ,ST` I "� �r ---- I_ r ; I- ---- - � �, REMOVE EXISTING P.C.C., A.C. PAVEMENT, , _ - VIE 14fi.8.61 TC _ 9 ;,. 100+_@fl;00 C L WALNUT ' -' m w 0 2 �' v 83+ 16.84 I I �- o JF H HA AVF ? OR SOIL. . . . . . . . . . 1.467.94 w Q 4 I (` `' o v w I . . . . . . . . . . . . . . . . . . m BCR W` 77. r.. -- - Ln ori a COLD MILL 0.1 OF EXISTING A.C. PAVEMENT _.. _ ,��----_---- _--___-. ® w �n it E _ i �Er�-,1 1 i^iii-•� iT'E � ® '-"."�- :' a^ ,! •.•f ;�."'- !' r. ��,.._ � - - ' 1 '-.% ..� w �. r .% 00 Z f f r ,�,�M/.• '..�' ,,',.Hr: ,�� 1 r - ' r� N ►� `V AND OVERLAY 0.1 OF A.C. PAVEMENT. L:c. , - rt_ ;'' I o ¢ =00 82+9 (3fi Q T ..� N ►'� L -1- , p _ ... El CURB DATA N0. DELTA BEARING RADIUS LENGTH TANGENT REMARK 1 90°01'19" 35.00' 54.99' 35.01' CURB &GUTTER 2 85'43'32" 25.00' 37.41' 23.20' CURB &GUTTER OEM �rfi Lo 000011 --- WIMM WE Wdim� E MOEN MM��= MMEM 1=01011MI mill WIMLL am 79M 1 1 ■Elil Eli =1111 MINAWO W FraTS 0-90 MEN MA ON MEMMENNES M EmsmiImmomon NOME 10. Sam 0 MEEmma "w NOME I on onon 110on MENIMEN 11011100 INNESION MINEEMENSION =00=1100im OMNI IMES M111 MEMO ■ ` IM143 Imb s am 0 � ME �'� �'� y': qqm� Vj ff!'TA MO= =21111111 IS :5 MEW E Elm am 10n ids I NO NEW EME�-Mffi gfiffi�m��M �N`wwv me I MEN ISM mrMMa 88 89 90 91 98 99 --110 ,--___ 98 99 190 PROFILE. SIERRA AVENUE - --; SCALE: ------__ --__________________________________________ T SrA 82+51.95 � _ ' r ( �'� HOR1Z: 1 40 u___ ¢ OF SIERRA ,AVE VERT. 1 " = 4' ; E' -- `�'� 1 � END CONSTRUCTION _ _. CONSTRUCTION NOTES �'rr <� STA 99+82.50 x-- -- --� �r I = - - WALNUT ,ST` I "� �r ---- I_ r ; I- ---- - � �, REMOVE EXISTING P.C.C., A.C. PAVEMENT, , _ - VIE 14fi.8.61 TC _ 9 ;,. 100+_@fl;00 C L WALNUT ' -' m w 0 2 �' v 83+ 16.84 I I �- o JF H HA AVF ? OR SOIL. . . . . . . . . . 1.467.94 w Q 4 I (` `' o v w I . . . . . . . . . . . . . . . . . . m BCR W` 77. r.. -- - Ln ori a COLD MILL 0.1 OF EXISTING A.C. PAVEMENT _.. _ ,��----_---- _--___-. ® w �n it E _ i �Er�-,1 1 i^iii-•� iT'E � ® '-"."�- :' a^ ,! •.•f ;�."'- !' r. ��,.._ � - - ' 1 '-.% ..� w �. r .% 00 Z f f r ,�,�M/.• '..�' ,,',.Hr: ,�� 1 r - ' r� N ►� `V AND OVERLAY 0.1 OF A.C. PAVEMENT. L:c. , - rt_ ;'' I o ¢ =00 82+9 (3fi Q T ..� N ►'� L -1- , p _ ... El CURB DATA N0. DELTA BEARING RADIUS LENGTH TANGENT REMARK 1 90°01'19" 35.00' 54.99' 35.01' CURB &GUTTER 2 85'43'32" 25.00' 37.41' 23.20' CURB &GUTTER �rfi Lo --- WIMM Wdim� E MOEN MMEM WIMLL am 79M 1 1 88 89 90 91 98 99 --110 ,--___ 98 99 190 PROFILE. SIERRA AVENUE - --; SCALE: ------__ --__________________________________________ T SrA 82+51.95 � _ ' r ( �'� HOR1Z: 1 40 u___ ¢ OF SIERRA ,AVE VERT. 1 " = 4' ; E' -- `�'� 1 � END CONSTRUCTION _ _. CONSTRUCTION NOTES �'rr <� STA 99+82.50 x-- -- --� �r I = - - WALNUT ,ST` I "� �r ---- I_ r ; I- ---- - � �, REMOVE EXISTING P.C.C., A.C. PAVEMENT, , _ - VIE 14fi.8.61 TC _ 9 ;,. 100+_@fl;00 C L WALNUT ' -' m w 0 2 �' v 83+ 16.84 I I �- o JF H HA AVF ? OR SOIL. . . . . . . . . . 1.467.94 w Q 4 I (` `' o v w I . . . . . . . . . . . . . . . . . . m BCR W` 77. r.. -- - Ln ori a COLD MILL 0.1 OF EXISTING A.C. PAVEMENT _.. _ ,��----_---- _--___-. ® w �n it E _ i �Er�-,1 1 i^iii-•� iT'E � ® '-"."�- :' a^ ,! •.•f ;�."'- !' r. ��,.._ � - - ' 1 '-.% ..� w �. r .% 00 Z f f r ,�,�M/.• '..�' ,,',.Hr: ,�� 1 r - ' r� N ►� `V AND OVERLAY 0.1 OF A.C. PAVEMENT. L:c. , - rt_ ;'' I o ¢ =00 82+9 (3fi Q T ..� N ►'� L -1- , p _ ... r Un C + _ M PER DETAIL ON SHEET 7 :1 r �. (.. _ ::�.___-. = - _-_ '',_ = - -- _ �. G.' •, + o . , ` �� `i � u r �r _ oa ao ,� + -. d. w '�� �__ ,.~. 2+09.18 EC ---__ _- ' . �i fl'...W `:�` Qo Z ,• �. :,r l `.' i- .- .. ,f a� "' w �.. :.:.1468:47 : FL r___E $ 4 EXIST. R/W q.:( �-�ECRN , ,� ' 4 IC CONSTRUCT 7" THICK ASPHALT CONCRETE :il '-`- SAWCUT LINE _ - 5' 3A 9+0' OLT 9 ADJUST TO GRADE o; w + z n ��/''/�(�^y`' - --,- 3G 4 ®3 2 3C [ : N 1 � 1- (�}, o o y (� E r00 bit to tV _ r 4. T - i PER ,_GIi'Y STD 1 q9 o rn OVER 12 INCH THICK COMPACTED NATIVE _ - - -___^_ ___ 1, 2 2 6 L - - - - - - - •.� J _ _ _ J,`;. MATERIAL (SEE CITY STD. DETAIL # 1001) _ 1469.40 FL 2 4D 15 �b ?- �x._ --°° __ PROPOSED: R W v 0 1469.16 TC EP ;r, - {�,' ', ,.. ,' �� = __ �:'-:•�__ -�. E N ' � Q �' ..,.__.._...------__...._.--------------------------------- ------- ------__.. • - . � - 1' - .. _..,.......:: a�,....:.........__.... „ ..,:�.._...._,-. ��1��.. F�::.: -=c-- ;r E1PJ r'; ADJUST, TO GRADE Z CONSTRUCT 8 INCH THICK PCC CROSS -GUTTER E _ _-_._ __ -,�' - _ -- _ NUT- :VILL�4Er. ^ - •... _�. 4 PER CITY STD 109 ® ! -- - - - - --...... _ , , •- - . r - PER CITY OF FONTANA STD. DETAIL NO. 105. ` - _=-_ - - - . - - r h I STA 99+50.48 BCR ____._:._ .*-T:, --.-.-. :' �� :�'�1- - � � r ' � � �: • -/' �- �y ... �..-�...�.....i..J.................... .i1.. .... �/� `, 4 EXIST EDGE V .y PARKWAY - •- a, • a i SAWCUT LINE - _ .:..�; f.iE W 7 -. - - ' - - - - .t. ®CONSTRUCT 8 INCH CURB AND GUTTER � � � •• , ,' 1468.55 FL 9 OF PAVEMENT gg � ��� --•- •--_ -� --- - -- -' x_ ' . r y ' r. _ W PER CITY OF FONTANA STD. DETAIL N . 100. E - - - - -- - - � r O -� --- - ----- �... G - o POWER POLE N O'1555_W - ---- b N894431 E. _ _ _ T _ _ _ _ - Z E WALNUT" S , -r=- - - - -- - CONSTRUCT 8 INCH A.C. DIKE PER !-------------- FL -- -- _ _ D 18.48 ------------- - - - - `y GUY WI R G 1. .. . i PER CITY F FONTANA TD. DETAIL N . 136. ,......_. i _.__�.- -, r- t!') �- ,'_ •-r 2. 3C,:. r � E C 0 0 S ET L 0 , . =-:�-� f, _ -_ � • .�-... , �.., r t STA 99+32 - �, - , . -- �, ...,. 44 31 r•' w� �► 3 N89 E ,=�3 Q w INE Z 83 (16.84 BC1Q 4 EP = - 1=`C CUT L , EX. EDGE. 0 .SAW .. RELOCATE EXISTING FIRE HYDRANT .. _ - - - - - - ' ' _-Q - • `j .., -�=-� ..... .. .. .... ... . . ... �_- - ..-.. _...-.- r 5 46915 re b EXIST.EDGE - C ; f l4�09 25 T �-- 4 J(`r_ T a _ 5 T 2 XIS . 'R W E 6 -, 6 58 / •1 6 l fL P V T }--�'•1 •� F A M N 0 E E pQ f 89 90,: ` %, '"� 7A CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF �4�0 9 7$L a ' a " ! -� 82+09.18 l ::..TC I 2 I C/L SIERRA AVE O 4 ) _ -- --- ~�` -� ' - -- -- PROPOSED R W -- ---- - --- - FONTANA STD. PLAN N0. 103. �R / - SEE DETAIL-' AT LEFT =r' -r - __ -- �=- _ -„ - - - -.-- Z sT 9 �• O ? DI VS UC T SAWCUT LINE N 01fi55 W f I9 9 C� , 1/00 _� N 5 , J ,.. 0,, ,� FOR CROSS -GUTTER 3 Z O T 8 UTTER ',;: ., ADJUST WATER VALVE FRAME &COVER TO 99-� MA TCft 24 6 LT I I. 115�11 0 9, 07 ECR Z -::: , GRADE PER CITY OF FONTANA STD. DETAIL N0. 130. Ex. 6. P. A.C. f ------- - _I .---------------- '------------�---- 1 L . , �,; ` `' ------ _ <46 9, 2 3 rC o = ADJUST GAS VALVE FRAME & COVER 1468.5(0 FL z v „_ PLAN: WALNUTSTREETIWALNUTPKWY� -` -= ---- -� - -pq•.----- - - Y - TO RADE. , ILLY .c -- - -- �+ �µ � � � � SCALE: 1' - 40' ,v. M Q TCf�I , X. A. C. _. w: REMOVE EXISTING TREE d - �_. _. 1 "" - W 1 St �EWA�,L 1C r0 w ----------- -r `-f - - r- PROPO�'E� �o ?� INSTALL STREET LIGHT 22,000 LUMEN PER }- -j�' � \ O COAVCkETf RAMP w` EXIST CURB &. GUTTER , i ? EXIST ,R/w.,.. CITY OF FONTANA STD. DETAIL NO.1016 ca I' . I x j I I (BY S.C.E.) r� oGO `� ...4-11 B \ �' �:::� ; BASIS OF BEARINGS BENCHMARK ` II = 15 RELOCATE EXISTING STREET LIGHT OR POWER w I 4D ,r z i f POLE BY OTHERS -- x I ; .I i I THE BEARINGS SHOWN HEREON ARE BASED ON THE HORIZONTAL THE ELEVATIONS SHOWN HEREON ARE BASED ON THE COUNTY OF SAN CONTROL NETWORK ESTABLISHED BY THE SAN BERNARDINO COUNTY BERNARDINO SURVEYOR GPS CONTROL MONUMENT NO. 21294. THE j TO BE RELOCATED. (TYPE AS SHOWN): ' S THE NORTH AMERICAN SURVEYOR/FIELD DIVISION. THE CONTROL POINTS USED FOR THE VERTICAL DATUM AS REFERENCED UT1LIZ 19' 20' BASIS OF THIS SURVEY ARE GPS CONTROL POINT NO. 21266 AND 21294 VERTICAL DATUM OF 1929. CONSTRUCT ACCESS RAMP PER ', I THE HORIZONTAL VALUES FOR THESE POINTS UTILIZE THE 1983 CITY OF FONTANA STD. 1006. CALIFORNIA COORDINATE SYSTEM ZONE V WITH AN ADJUSTED EPOCH GPS CONTROL PT. 21294 ELEV: 1508.03 FEET i ', �� DATE OF 1992.88 THE GRID BEARING BETWEEN THESE TWO ©CONSTRUCT STANDARD DRIVEWAY PER 44' 30'1 MONUMENTS IS NORTH 00"16'48" WEST. CITY OF FONTANA STD. 103. on PLAN: SIERRA AVENUE SCALE: 1 = 40' nJ=7A 11 - IAIA I All IT CTQ=J=T f%DnCC f'l ITT=0 Z�� GRAPHIC SCALE 40 0 40 80 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SCALE: 1" = 20' REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Aj-�qFESSI0N ��O PJ1EB ky99��, No. 37127 m Q sp Exp. 6/30/04 OF CA�� °repored Under The Supervision Of DRAWN BY 2001 East First Street DESIGNED BY: Santa Ana, CA 92705 TE • (714)568-7 00 FAX: 714)836-5906 CHECKED BY: 03 - Date CITY OF FONTANA, CALIFORNIA S TREE IMPROVEMENTS SIERRA AVENUE SCALE: 1"=40' S .88+00 T TA 90+64.55 DATE: /00 DATE: APP VED BY: DRAWING NO.: y•2t•v3 30 2997 33 CITY ENGINEER R.C.E. 51152 DATE: El CURB DATA N0. DELTA BEARING RADIUS LENGTH TANGENT REMARK 1 90°01'19" 35.00' 54.99' 35.01' CURB &GUTTER 2 85'43'32" 25.00' 37.41' 23.20' CURB &GUTTER r Un C + _ M PER DETAIL ON SHEET 7 :1 r �. (.. _ ::�.___-. = - _-_ '',_ = - -- _ �. G.' •, + o . , ` �� `i � u r �r _ oa ao ,� + -. d. w '�� �__ ,.~. 2+09.18 EC ---__ _- ' . �i fl'...W `:�` Qo Z ,• �. :,r l `.' i- .- .. ,f a� "' w �.. :.:.1468:47 : FL r___E $ 4 EXIST. R/W q.:( �-�ECRN , ,� ' 4 IC CONSTRUCT 7" THICK ASPHALT CONCRETE :il '-`- SAWCUT LINE _ - 5' 3A 9+0' OLT 9 ADJUST TO GRADE o; w + z n ��/''/�(�^y`' - --,- 3G 4 ®3 2 3C [ : N 1 � 1- (�}, o o y (� E r00 bit to tV _ r 4. T - i PER ,_GIi'Y STD 1 q9 o rn OVER 12 INCH THICK COMPACTED NATIVE _ - - -___^_ ___ 1, 2 2 6 L - - - - - - - •.� J _ _ _ J,`;. MATERIAL (SEE CITY STD. DETAIL # 1001) _ 1469.40 FL 2 4D 15 �b ?- �x._ --°° __ PROPOSED: R W v 0 1469.16 TC EP ;r, - {�,' ', ,.. ,' �� = __ �:'-:•�__ -�. E N ' � Q �' ..,.__.._...------__...._.--------------------------------- ------- ------__.. • - . � - 1' - .. _..,.......:: a�,....:.........__.... „ ..,:�.._...._,-. ��1��.. F�::.: -=c-- ;r E1PJ r'; ADJUST, TO GRADE Z CONSTRUCT 8 INCH THICK PCC CROSS -GUTTER E _ _-_._ __ -,�' - _ -- _ NUT- :VILL�4Er. ^ - •... _�. 4 PER CITY STD 109 ® ! -- - - - - --...... _ , , •- - . r - PER CITY OF FONTANA STD. DETAIL NO. 105. ` - _=-_ - - - . - - r h I STA 99+50.48 BCR ____._:._ .*-T:, --.-.-. :' �� :�'�1- - � � r ' � � �: • -/' �- �y ... �..-�...�.....i..J.................... .i1.. .... �/� `, 4 EXIST EDGE V .y PARKWAY - •- a, • a i SAWCUT LINE - _ .:..�; f.iE W 7 -. - - ' - - - - .t. ®CONSTRUCT 8 INCH CURB AND GUTTER � � � •• , ,' 1468.55 FL 9 OF PAVEMENT gg � ��� --•- •--_ -� --- - -- -' x_ ' . r y ' r. _ W PER CITY OF FONTANA STD. DETAIL N . 100. E - - - - -- - - � r O -� --- - ----- �... G - o POWER POLE N O'1555_W - ---- b N894431 E. _ _ _ T _ _ _ _ - Z E WALNUT" S , -r=- - - - -- - CONSTRUCT 8 INCH A.C. DIKE PER !-------------- FL -- -- _ _ D 18.48 ------------- - - - - `y GUY WI R G 1. .. . i PER CITY F FONTANA TD. DETAIL N . 136. ,......_. i _.__�.- -, r- t!') �- ,'_ •-r 2. 3C,:. r � E C 0 0 S ET L 0 , . =-:�-� f, _ -_ � • .�-... , �.., r t STA 99+32 - �, - , . -- �, ...,. 44 31 r•' w� �► 3 N89 E ,=�3 Q w INE Z 83 (16.84 BC1Q 4 EP = - 1=`C CUT L , EX. EDGE. 0 .SAW .. RELOCATE EXISTING FIRE HYDRANT .. _ - - - - - - ' ' _-Q - • `j .., -�=-� ..... .. .. .... ... . . ... �_- - ..-.. _...-.- r 5 46915 re b EXIST.EDGE - C ; f l4�09 25 T �-- 4 J(`r_ T a _ 5 T 2 XIS . 'R W E 6 -, 6 58 / •1 6 l fL P V T }--�'•1 •� F A M N 0 E E pQ f 89 90,: ` %, '"� 7A CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF �4�0 9 7$L a ' a " ! -� 82+09.18 l ::..TC I 2 I C/L SIERRA AVE O 4 ) _ -- --- ~�` -� ' - -- -- PROPOSED R W -- ---- - --- - FONTANA STD. PLAN N0. 103. �R / - SEE DETAIL-' AT LEFT =r' -r - __ -- �=- _ -„ - - - -.-- Z sT 9 �• O ? DI VS UC T SAWCUT LINE N 01fi55 W f I9 9 C� , 1/00 _� N 5 , J ,.. 0,, ,� FOR CROSS -GUTTER 3 Z O T 8 UTTER ',;: ., ADJUST WATER VALVE FRAME &COVER TO 99-� MA TCft 24 6 LT I I. 115�11 0 9, 07 ECR Z -::: , GRADE PER CITY OF FONTANA STD. DETAIL N0. 130. Ex. 6. P. A.C. f ------- - _I .---------------- '------------�---- 1 L . , �,; ` `' ------ _ <46 9, 2 3 rC o = ADJUST GAS VALVE FRAME & COVER 1468.5(0 FL z v „_ PLAN: WALNUTSTREETIWALNUTPKWY� -` -= ---- -� - -pq•.----- - - Y - TO RADE. , ILLY .c -- - -- �+ �µ � � � � SCALE: 1' - 40' ,v. M Q TCf�I , X. A. C. _. w: REMOVE EXISTING TREE d - �_. _. 1 "" - W 1 St �EWA�,L 1C r0 w ----------- -r `-f - - r- PROPO�'E� �o ?� INSTALL STREET LIGHT 22,000 LUMEN PER }- -j�' � \ O COAVCkETf RAMP w` EXIST CURB &. GUTTER , i ? EXIST ,R/w.,.. CITY OF FONTANA STD. DETAIL NO.1016 ca I' . I x j I I (BY S.C.E.) r� oGO `� ...4-11 B \ �' �:::� ; BASIS OF BEARINGS BENCHMARK ` II = 15 RELOCATE EXISTING STREET LIGHT OR POWER w I 4D ,r z i f POLE BY OTHERS -- x I ; .I i I THE BEARINGS SHOWN HEREON ARE BASED ON THE HORIZONTAL THE ELEVATIONS SHOWN HEREON ARE BASED ON THE COUNTY OF SAN CONTROL NETWORK ESTABLISHED BY THE SAN BERNARDINO COUNTY BERNARDINO SURVEYOR GPS CONTROL MONUMENT NO. 21294. THE j TO BE RELOCATED. (TYPE AS SHOWN): ' S THE NORTH AMERICAN SURVEYOR/FIELD DIVISION. THE CONTROL POINTS USED FOR THE VERTICAL DATUM AS REFERENCED UT1LIZ 19' 20' BASIS OF THIS SURVEY ARE GPS CONTROL POINT NO. 21266 AND 21294 VERTICAL DATUM OF 1929. CONSTRUCT ACCESS RAMP PER ', I THE HORIZONTAL VALUES FOR THESE POINTS UTILIZE THE 1983 CITY OF FONTANA STD. 1006. CALIFORNIA COORDINATE SYSTEM ZONE V WITH AN ADJUSTED EPOCH GPS CONTROL PT. 21294 ELEV: 1508.03 FEET i ', �� DATE OF 1992.88 THE GRID BEARING BETWEEN THESE TWO ©CONSTRUCT STANDARD DRIVEWAY PER 44' 30'1 MONUMENTS IS NORTH 00"16'48" WEST. CITY OF FONTANA STD. 103. on PLAN: SIERRA AVENUE SCALE: 1 = 40' nJ=7A 11 - IAIA I All IT CTQ=J=T f%DnCC f'l ITT=0 Z�� GRAPHIC SCALE 40 0 40 80 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SCALE: 1" = 20' REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Aj-�qFESSI0N ��O PJ1EB ky99��, No. 37127 m Q sp Exp. 6/30/04 OF CA�� °repored Under The Supervision Of DRAWN BY 2001 East First Street DESIGNED BY: Santa Ana, CA 92705 TE • (714)568-7 00 FAX: 714)836-5906 CHECKED BY: 03 - Date CITY OF FONTANA, CALIFORNIA S TREE IMPROVEMENTS SIERRA AVENUE SCALE: 1"=40' S .88+00 T TA 90+64.55 DATE: /00 DATE: APP VED BY: DRAWING NO.: y•2t•v3 30 2997 33 CITY ENGINEER R.C.E. 51152 DATE: