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HomeMy WebLinkAbout3624-13Ift A b. 7$67-) L* -'m , '► �m NEEM momm ,_ IJ V) W .027nh 8.081m 18.027m 0/BEARING • .■�ciii�lcill R [54.00'] IIE-IENmal. AO 180'00'00" 0.600m [1.97'] ■■I■■Im [6.18'] - © L 10 CONSTRUCT BUS BAY PER DETAIL ON SHEET 2. In 9.093m [29.83'] 4.570m [14.99'] © 6'5547" /4 TYP) 2.419m ° [3.97'] OD 12'40'07" 20.00m [65.62] W [14.51'] 2.220m [7.28'] EO N 76'07'00"E ,91- 1. 83� � a .. _ 8.081m 15 CONSTRUCT DRIVEWAY RAMP © 8'06'06" 56.764m [186.23'] 8.027m [26.33'] 4.020m [13.19'] O N 89'48'09"W ¢ f• [3.78'] La_i 45'00'00" 6.858m N 5.386m + 2.841m [9.32'] O � U ZIt [39.62] 18 REMOVE EXISTING PAVEMENT w `. 23 CONSTRUCT 152mm (6") ABS SCHED 80 PIPE, 6" CONC. ENCASE o I. - V O F - o a' rn O 000 (-d-286 N Ift A b. 7$67-) L* -'m , '► �m NEEM momm ,_ IJ V) W .027nh 8.081m 18.027m I m ae m -m== ■m� 0/BEARING • .■�ciii�lcill R • : IIE-IENmal. AO 180'00'00" 0.600m [1.97'] ■■I■■Im [6.18'] - © L 10 CONSTRUCT BUS BAY PER DETAIL ON SHEET 2. In 9.093m [29.83'] 4.570m [14.99'] © 6'5547" 20.00m [65.62'] 2.419m [7.94'] 1.211m [3.97'] OD 12'40'07" 20.00m [65.62] 4.422m [14.51'] 2.220m [7.28'] EO N 76'07'00"E ,91- 1. 83� � a .. _ 8.081m 15 CONSTRUCT DRIVEWAY RAMP © 8'06'06" 56.764m [186.23'] 8.027m [26.33'] 4.020m [13.19'] O N 89'48'09"W 1.150m [3.78'] OX 45'00'00" 6.858m [22.50'] 5.386m [17.67'] 2.841m [9.32'] O � U ■ I m ae m -m== ■m� 0/BEARING • .■�ciii�lcill R • : IIE-IENmal. AO 180'00'00" 0.600m [1.97'] ■■I■■Im [6.18'] - © L 10 CONSTRUCT BUS BAY PER DETAIL ON SHEET 2. In 9.093m [29.83'] 4.570m [14.99'] © 6'5547" 20.00m [65.62'] 2.419m [7.94'] 1.211m [3.97'] OD 12'40'07" 20.00m [65.62] 4.422m [14.51'] 2.220m [7.28'] EO N 76'07'00"E ,91- 1. 83� � a .. _ 8.081m 15 CONSTRUCT DRIVEWAY RAMP © 8'06'06" 56.764m [186.23'] 8.027m [26.33'] 4.020m [13.19'] O N 89'48'09"W 1.150m [3.78'] OX 45'00'00" 6.858m [22.50'] 5.386m [17.67'] 2.841m [9.32'] O � U 12.076m [39.62] 18 REMOVE EXISTING PAVEMENT 23 CONSTRUCT 152mm (6") ABS SCHED 80 PIPE, 6" CONC. ENCASE o O F - o a' rn O 000 N O N + r MEN DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 66 17.49/21.09 etric RO OS D 'LY =a ALONG TH UO CURB 0+ ao �° r STREET CONSTRUCTION NOTES ' oo ¢ (0 (0 r O� �'J CONSTRUCT CALTRANS STD. A87 CURB &GUTTER + r TYPE A2-200. 'o � mF_ -� J �+p (2r --CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA Ld 82.121m (269 42'1 Q C''J STD. PLAN NO. 1015, SIDEWALKS. ALONG TIE CURB tnw 1.10 C7 --CONSTRUCT REVISED COMMERCIAL DRIVEWAY PER CITY OF _- -_ --- --- -- ---- -` C-+ S�EETN2 STD. PLAN 1005A. REVISED PER PER DETAIL ON Fin PROPOSED S' Y ( STREET LIGHT 22,000 LUMENS H.P.S.V. (BY S.C.E.). 0/BEARING R L IIE-IENmal. AO 180'00'00" 0.600m [1.97'] W [6.18'] - © L 10 CONSTRUCT BUS BAY PER DETAIL ON SHEET 2. In 9.093m [29.83'] 4.570m [14.99'] © 6'5547" 20.00m [65.62'] 2.419m [7.94'] 1.211m [3.97'] OD 12'40'07" 20.00m [65.62] 4.422m [14.51'] 2.220m [7.28'] EO N 76'07'00"E 11FAM,ml 1. 83� a O MEN DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 66 17.49/21.09 etric RO OS D 'LY =a ALONG TH UO CURB 0+ ao �° r STREET CONSTRUCTION NOTES ' oo ¢ (0 (0 r O� �'J CONSTRUCT CALTRANS STD. A87 CURB &GUTTER + r TYPE A2-200. 'o � mF_ -� J �+p (2r --CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA Ld 82.121m (269 42'1 Q C''J STD. PLAN NO. 1015, SIDEWALKS. ALONG TIE CURB tnw 1.10 C7 --CONSTRUCT REVISED COMMERCIAL DRIVEWAY PER CITY OF _- -_ --- --- -- ---- -` C-+ S�EETN2 STD. PLAN 1005A. REVISED PER PER DETAIL ON Fin PROPOSED S' Y ( STREET LIGHT 22,000 LUMENS H.P.S.V. (BY S.C.E.). ___ ___ --- --- - ►_ O U O O _ o00 m cc> f 27 REMOVE ORM DRAIN PLUG. F- o00 a 0.53 -- --- N + N o 0 0 + m �'`� r m< J 31 SAW CUT EXISTING PAVEMENT - --- --- --- - _ w U (0 Uu7 o ao M M ,,�� Q Q w 32 CONSTRUCT CURB TYPE Al -200 PER CALTRANS a U �- w LL aD I- � a � L0 ,422m 9.45 m 4. 22m 2.00 m 2.4 9rrm w Q 22 841 419m ~ -' ~ J STD. PLAN NO. A87. _ _.. _ _ w. cn w cn w �0 N N N+ + 11. 80m o 0 No '� T w] m _ _ �fi _ .. 35 CONSTRUCT 250mm [10"] FULL DEPTH AC OVER NC _ `r' 00 `�! o _ [3 Q0 c° + "� LLL-' Cll arn LON THE CUR 15.8 Om SO TH OF CL 95% COMPACTED NATIVE SUBGRADE. r` ,. h r` r` rnU o o TH CURro �t "�I i '� r� r�I F¢-' A�2 0�2 r� ►� r� U I .1cm v?~ `r: o o 0 ,� 5�2. O � 49 CONSTRUCT DRAINAGE INLET TYPE "OL" PER CALTRANS ro L0 r)~ N N o STANDARD PLAN NO. D72; CURB OPENING "L" PER PLAN. tow W w w` F- F- F- w w w m r. d rn + 00 + . ,n L6 + °' ,� - ,] o o `� CO �� M M �� n1- 0- - - - 51 CONSTRUCT GUTTER DEPRESSION, INLETS ON GRADE PER LV N N N m U r` r, n ¢ Q - - - - - m CALTRANS STANDARD PLAN NO. D78. ALONG THE URB L6 tri ori ALO G T E CURB U r, x M "� '� U Q `� w ►_ -i I- U - - - -" o c� n w •w ►-� w� N W to w - - - o U 59 CONSTRUCT CONCRETE COLLAR FOR R.C.P. PER .. Z w �- m w w ° 0 0 r o AP.P.W.A. STANDARED PLAN NO. 380-3 0 _J _J m w - -- -...-..-... O + 0 - o u7 cn oNo 68 CONSTRUCT CURB OPENING C B PER COUNTYF SAN --- --- - -... -... __ -- --- --------- --- _-- ••• o u7 + `- � � cn co BERNARDiNO STD. PLAN N0. 206, .TYPE "A" CATCH _j b� 000 Dr0 M "' BASIN. "X" & "V" VALUES AS SHOWN ON PLAN N O U) (o TOP OF CUB � SCALE co 0 L0 co M r �- w �' HORIZ. 1:500m 7s CONSTRUCT 610mm [24"] RCP STORM DRAIN --- - LT61 F UR O co C3 0b- 0 � •� F- ml w N V) w W VERT. 1:50m LATERAL; SEE PROFILE FOR D LOAD. o0 N^ 34+00 13.411m FROM C.L. M 35+00 w �W 36+00 0 0) n rn C4- 0 [44.00 J Ln LO + V) w ro� Mpj M Q ,fy w `l'� �2 J� A�2 ww ` 228-2.31-18 6.7 �, ; STATE OF CALIF. HOLDER OF AN EASEMENT STATE OF CALIF. HOLDER ¢ OF AN EASEMENT FOR ] 1 w , PER DOCUMENT RECORDED 12-28-28 IN STATE OF CALIF. HOLDER NOTE: » - ' L BOOK 450 PAGE 265, O.R. STATE HIGHWAY PURPOSES CITY 0 F F 0 N TA N A 0 {� PER DOCUMENT RECORDED OF AN EASEMENT FOR SEE SHEET 13A FOR 12-12-27 IN BOOK 300 STATE HIGHWAY PURPOSES O � x CXO U N Y x O 1- 1 PAGE 393, O.R.~- PER DOCUMENT RECORDED I I , :5 � 1 12_12_27 IN BOOK 300 PAVEMENT RELOCATIONS AND REMOVAL PLANS. x � � 228-231-14x37.72 $ 288-231-22 _._.» X 28- 231 `�� O.R.SEE SHEET 22 FOR PAGE 393 :-, �-, .-• _._.» 7 15 _ 7 1 x STATE OF CALIF. PER ° o 0 0 � o r- o 0 'o" I i% o Lq O F- -0 LO _ 7-1- r, - �, z � x 9RM- F3RA1Pt -LtN .� " 49 51 2.28- 231- INTERSECTION PAVING PLAN i a DEED RECORDED 12-23-36 MH `n b � 0� N r, - $ v7 ¢ v; x 10- N SEE PROFILE ON EET .26 o Co ' I IN BOOK 11 77 PAGOTR.-­;7 __ cn o r` N E 354, 376 _ ._ _ _ of rn X cfl O - o Ithd U d- E O �, ! p F- . __ . N N € O N w d O ¢O r, 1 XIST. RCP 1.220 M (48)-- --_ _ _.»,-n�� ro N '--"- +- w J °° `-'N �I c�i o °° 37,1 . a o-r� co x » ( ( ® _ ` _liai! Z N N W� _.. _ + c0 •d d� x N u7 Z _.._.._ (Z O }}'�+ '-O 377.0 EXI _ .c� ¢ d Eai� E E ,n E u7 E o + E E E a W o +"' 0.60 M (24"> I _ .. - \�. ... wf- ci Nm cr_ - "� O'er a E V) o � a 3 Q N Q - T E (, }- Q� W _ _ CURVE DATA TABLE F-, - ,„ _ _ m to N + W .. 00 O d c0 M O n X p '.'•^'�� W _ _ _ _ _-.--; - .. _.. _. ¢ ,� --C c3 N CONC _ - - - O rY? • � u 0) . 00 00 00 '- Q Q pp 06 d � 1,- C� Citi � x • tC (y- r_______ ------{-_--____ --- _- - ---- --- -- _.__.._. ^ •- F- ,�„ W N W t(� �W� (nom _ y - N - __ X G I i1 _-------- - _ - m N oo p d N -a- •- - -r- x _ L`_ < S1CN Ol - -_ - -- SAT P N - - + l l l i ` N A i' I � Ci T. CURB GUTTER .8- - "`, == -- oo �, x .: ' - - - - -- + ® G :. CrJ co F- , ,K 11 co �i�i 3mSD..� ' - _ o rn w w AU ; • 3'6.;7, - _ + iI °' + „ i & SIDEWALK-_- r-- Q -�r-, F G 326 3� C J^ .--1 W _ , 1 i , j Ili _ yr _ -"^ - -- _ - 0 __ _._.. _ r) O I I -•-.--. _ _ - - _ - - _ _-_- -____-_----------------- _ --__-- �n I I i i '`' d o I, '� ------�_----- .._-_w __---------_- ---- - - - --- - --- -- --------- 0.41 m W + d E C0- -- -_ _ _ _ _ �_____ __ _ _ _,� _ -,- _--------- -- [-� t`»__...._ _. » I i p } f 1 �_ - - - - - - _ _ _ _ _ _ _ _ -E - - cal _ _ __ _ _ I _ _ _ _ -'s. ='� ct .=. _ - --- - -- -- - - - -- -- -- -- ---- ------ _ ¢ vi _ W Al I 11 �. 1 i cn Orn � ¢ rn � N -.I- U) LO H W W I I A 127 11 M Ln ¢ 1- o cn ' _ Ott - -_88'45'50"W_ _---- ►I 4+00 5 ,, X `' +40 18 31 32 35 ~ B N 124.128m 3 / .13 I N 89'48 09 W cn o -- W �� I 34+ +20 35+60 36+00 �, �+ 33+60 N 89'24 0 j 1 E _ 1" 2 SR -66 --�- SR -6 I _ N _89'48 09 W + W a if _ 111 ST. STA. 35+5 00 N 88'55'13"W 50.006m [164.06'] a W �D76 49 FOOTHILL BLVD 18 31 32 35 W f�E-0 > I PI 7 SD ST. 10+r -r-.0 k0 0o m I- -Extsfi _ _ _ _ _ 0.3 _ _ _ _ _ - _._..-...._. - ._... -w- _.._._ - _.._, - - _ _ __ _ _ m � _ _ _ - _ _ U � ""° _j �� - 2 v W -- - y_._ -�+- -- W- m _ _ __ _ ___ _ _ _ __ _ __ _ _ �- _ _ _ _ _ _ _ _____ _ __ --_- -__ - -, _ _ ___ x II w ...,._ � � _ C�S� - x3 �'r� k� � TI 1 o _. __..moo, .4............................__ ._ _ . _ - - D - - - _ - _ G_ _ _ __. _ _ _ _ _ y G _ -- -- _ _ _ j _ _ a_=...�`.- _. _...-..._.. _..._..._. --0. m _ __- _ -- W.- -....-..._.._ _ 7m, 0 0).� I U - , i . y' __ .E �• ' • • • :�'. • . O 0/BEARING R L T AO 180'00'00" 0.600m [1.97'] W [6.18'] - © 14'04'51" 10 CONSTRUCT BUS BAY PER DETAIL ON SHEET 2. [121.39'] 9.093m [29.83'] 4.570m [14.99'] © 6'5547" 20.00m [65.62'] 2.419m [7.94'] 1.211m [3.97'] OD 12'40'07" 20.00m [65.62] 4.422m [14.51'] 2.220m [7.28'] EO N 76'07'00"E 1. 83� a O N 81'42'03"W 8.081m 15 CONSTRUCT DRIVEWAY RAMP © 8'06'06" 56.764m [186.23'] 8.027m [26.33'] 4.020m [13.19'] O N 89'48'09"W 1.150m [3.78'] OX 45'00'00" 6.858m [22.50'] 5.386m [17.67'] 2.841m [9.32'] O � U 12.076m [39.62] 18 REMOVE EXISTING PAVEMENT 23 CONSTRUCT 152mm (6") ABS SCHED 80 PIPE, 6" CONC. ENCASE o O F - o a' rn O 000 N O N + r ___ ___ --- --- - ►_ O U O O _ o00 m cc> f 27 REMOVE ORM DRAIN PLUG. F- o00 a 0.53 -- --- N + N o 0 0 + m �'`� r m< J 31 SAW CUT EXISTING PAVEMENT - --- --- --- - _ w U (0 Uu7 o ao M M ,,�� Q Q w 32 CONSTRUCT CURB TYPE Al -200 PER CALTRANS a U �- w LL aD I- � a � L0 ,422m 9.45 m 4. 22m 2.00 m 2.4 9rrm w Q 22 841 419m ~ -' ~ J STD. PLAN NO. A87. _ _.. _ _ w. cn w cn w �0 N N N+ + 11. 80m o 0 No '� T w] m _ _ �fi _ .. 35 CONSTRUCT 250mm [10"] FULL DEPTH AC OVER NC _ `r' 00 `�! o _ [3 Q0 c° + "� LLL-' Cll arn LON THE CUR 15.8 Om SO TH OF CL 95% COMPACTED NATIVE SUBGRADE. r` ,. h r` r` rnU o o TH CURro �t "�I i '� r� r�I F¢-' A�2 0�2 r� ►� r� U I .1cm v?~ `r: o o 0 ,� 5�2. O � 49 CONSTRUCT DRAINAGE INLET TYPE "OL" PER CALTRANS ro L0 r)~ N N o STANDARD PLAN NO. D72; CURB OPENING "L" PER PLAN. tow W w w` F- F- F- w w w m r. d rn + 00 + . ,n L6 + °' ,� - ,] o o `� CO �� M M �� n1- 0- - - - 51 CONSTRUCT GUTTER DEPRESSION, INLETS ON GRADE PER LV N N N m U r` r, n ¢ Q - - - - - m CALTRANS STANDARD PLAN NO. D78. ALONG THE URB L6 tri ori ALO G T E CURB U r, x M "� '� U Q `� w ►_ -i I- U - - - -" o c� n w •w ►-� w� N W to w - - - o U 59 CONSTRUCT CONCRETE COLLAR FOR R.C.P. PER .. Z w �- m w w ° 0 0 r o AP.P.W.A. STANDARED PLAN NO. 380-3 0 _J _J m w - -- -...-..-... O + 0 - o u7 cn oNo 68 CONSTRUCT CURB OPENING C B PER COUNTYF SAN --- --- - -... -... __ -- --- --------- --- _-- ••• o u7 + `- � � cn co BERNARDiNO STD. PLAN N0. 206, .TYPE "A" CATCH _j b� 000 Dr0 M "' BASIN. "X" & "V" VALUES AS SHOWN ON PLAN N O U) (o TOP OF CUB � SCALE co 0 L0 co M r �- w �' HORIZ. 1:500m 7s CONSTRUCT 610mm [24"] RCP STORM DRAIN --- - LT61 F UR O co C3 0b- 0 � •� F- ml w N V) w W VERT. 1:50m LATERAL; SEE PROFILE FOR D LOAD. o0 N^ 34+00 13.411m FROM C.L. M 35+00 w �W 36+00 0 0) n rn C4- 0 [44.00 J Ln LO + V) w ro� Mpj M Q ,fy w `l'� �2 J� A�2 ww ` 228-2.31-18 6.7 �, ; STATE OF CALIF. HOLDER OF AN EASEMENT STATE OF CALIF. HOLDER ¢ OF AN EASEMENT FOR ] 1 w , PER DOCUMENT RECORDED 12-28-28 IN STATE OF CALIF. HOLDER NOTE: » - ' L BOOK 450 PAGE 265, O.R. STATE HIGHWAY PURPOSES CITY 0 F F 0 N TA N A 0 {� PER DOCUMENT RECORDED OF AN EASEMENT FOR SEE SHEET 13A FOR 12-12-27 IN BOOK 300 STATE HIGHWAY PURPOSES O � x CXO U N Y x O 1- 1 PAGE 393, O.R.~- PER DOCUMENT RECORDED I I , :5 � 1 12_12_27 IN BOOK 300 PAVEMENT RELOCATIONS AND REMOVAL PLANS. x � � 228-231-14x37.72 $ 288-231-22 _._.» X 28- 231 `�� O.R.SEE SHEET 22 FOR PAGE 393 :-, �-, .-• _._.» 7 15 _ 7 1 x STATE OF CALIF. PER ° o 0 0 � o r- o 0 'o" I i% o Lq O F- -0 LO _ 7-1- r, - �, z � x 9RM- F3RA1Pt -LtN .� " 49 51 2.28- 231- INTERSECTION PAVING PLAN i a DEED RECORDED 12-23-36 MH `n b � 0� N r, - $ v7 ¢ v; x 10- N SEE PROFILE ON EET .26 o Co ' I IN BOOK 11 77 PAGOTR.-­;7 __ cn o r` N E 354, 376 _ ._ _ _ of rn X cfl O - o Ithd U d- E O �, ! p F- . __ . N N € O N w d O ¢O r, 1 XIST. RCP 1.220 M (48)-- --_ _ _.»,-n�� ro N '--"- +- w J °° `-'N �I c�i o °° 37,1 . a o-r� co x » ( ( ® _ ` _liai! Z N N W� _.. _ + c0 •d d� x N u7 Z _.._.._ (Z O }}'�+ '-O 377.0 EXI _ .c� ¢ d Eai� E E ,n E u7 E o + E E E a W o +"' 0.60 M (24"> I _ .. - \�. ... wf- ci Nm cr_ - "� O'er a E V) o � a 3 Q N Q - T E (, }- Q� W _ _ CURVE DATA TABLE F-, - ,„ _ _ m to N + W .. 00 O d c0 M O n X p '.'•^'�� W _ _ _ _ _-.--; - .. _.. _. ¢ ,� --C c3 N CONC _ - - - O rY? • � u 0) . 00 00 00 '- Q Q pp 06 d � 1,- C� Citi � x • tC (y- r_______ ------{-_--____ --- _- - ---- --- -- _.__.._. ^ •- F- ,�„ W N W t(� �W� (nom _ y - N - __ X G I i1 _-------- - _ - m N oo p d N -a- •- - -r- x _ L`_ < S1CN Ol - -_ - -- SAT P N - - + l l l i ` N A i' I � Ci T. CURB GUTTER .8- - "`, == -- oo �, x .: ' - - - - -- + ® G :. CrJ co F- , ,K 11 co �i�i 3mSD..� ' - _ o rn w w AU ; • 3'6.;7, - _ + iI °' + „ i & SIDEWALK-_- r-- Q -�r-, F G 326 3� C J^ .--1 W _ , 1 i , j Ili _ yr _ -"^ - -- _ - 0 __ _._.. _ r) O I I -•-.--. _ _ - - _ - - _ _-_- -____-_----------------- _ --__-- �n I I i i '`' d o I, '� ------�_----- .._-_w __---------_- ---- - - - --- - --- -- --------- 0.41 m W + d E C0- -- -_ _ _ _ _ �_____ __ _ _ _,� _ -,- _--------- -- [-� t`»__...._ _. » I i p } f 1 �_ - - - - - - _ _ _ _ _ _ _ _ -E - - cal _ _ __ _ _ I _ _ _ _ -'s. ='� ct .=. _ - --- - -- -- - - - -- -- -- -- ---- ------ _ ¢ vi _ W Al I 11 �. 1 i cn Orn � ¢ rn � N -.I- U) LO H W W I I A 127 11 M Ln ¢ 1- o cn ' _ Ott - -_88'45'50"W_ _---- ►I 4+00 5 ,, X `' +40 18 31 32 35 ~ B N 124.128m 3 / .13 I N 89'48 09 W cn o -- W �� I 34+ +20 35+60 36+00 �, �+ 33+60 N 89'24 0 j 1 E _ 1" 2 SR -66 --�- SR -6 I _ N _89'48 09 W + W a if _ 111 ST. STA. 35+5 00 N 88'55'13"W 50.006m [164.06'] a W �D76 49 FOOTHILL BLVD 18 31 32 35 W f�E-0 > I PI 7 SD ST. 10+r -r-.0 k0 0o m I- -Extsfi _ _ _ _ _ 0.3 _ _ _ _ _ - _._..-...._. - ._... -w- _.._._ - _.._, - - _ _ __ _ _ m � _ _ _ - _ _ U � ""° _j �� - 2 v W -- - y_._ -�+- -- W- m _ _ __ _ ___ _ _ _ __ _ __ _ _ �- _ _ _ _ _ _ _ _____ _ __ --_- -__ - -, _ _ ___ x II w ...,._ � � _ C�S� - x3 �'r� k� � TI 1 o _. __..moo, .4............................__ ._ _ . _ - - D - - - _ - _ G_ _ _ __. _ _ _ _ _ y G _ -- -- _ _ _ j _ _ a_=...�`.- _. _...-..._.. _..._..._. --0. m _ __- _ -- W.- -....-..._.._ _ 7m, 0 0).� I U - , i . y' __ .E �• ' • • • :�'. • . O 0/BEARING R L T AO 180'00'00" 0.600m [1.97'] 1.885m [6.18'] - © 14'04'51" 37.000m [121.39'] 9.093m [29.83'] 4.570m [14.99'] © 6'5547" 20.00m [65.62'] 2.419m [7.94'] 1.211m [3.97'] OD 12'40'07" 20.00m [65.62] 4.422m [14.51'] 2.220m [7.28'] EO N 76'07'00"E 9.275m [30.43'] O N 81'42'03"W 8.081m [26.51'] © 8'06'06" 56.764m [186.23'] 8.027m [26.33'] 4.020m [13.19'] O N 89'48'09"W 1.150m [3.78'] OX 45'00'00" 6.858m [22.50'] 5.386m [17.67'] 2.841m [9.32'] O S 44'48'09"E 12.076m [39.62] Ico W o .��� X375,2? u� r m r -x• -•• x_ ._.. • '"""w_. _- �_- s -- -- _a - --3_,.1 Z -_ L0__.. __.. 1,630 SIGN 374.64 N I C M N^ - _- x_ r, O 2 F- __:0 ____ _� _ O + a a �M �, p x ,_ LEGEND i. Q + 1 O w 1 - _ O to O O O p O 00 07 o N Q�j n d^ 375. x � O O_ m LO 0 o z o v d = o d 0 O co .t rn o rn t- �r w¢ v7 } o O p VAULT `_ -- __ i t� Qin o ri �t O O 1 £}SIC x O J V a w _. _.� � CA + u O r N O N N u d¢ a r) to + u O O O - ^ rn `O O¢ + CV m t\ CV O O + `". N F- cn to U i 373. 6 x M H o ¢ o- n f- O E ►� F- M f- o, E - 00 o M co E ton _ o LO nx + a _ __ _ ..._.._._.... X 375.14 m rY r` + d 00 O + -- e _ o o i co :� .d' CONC. SIDEWALK N _ o d w F- d o __ _ LO Lr L W- } H I I L=4.3M w �+ FQ- � m o N to Q, m'o � + w to m F- M (' "0 49 0 V E m E U0 cn r) r I- E< E Z p 1-00 cv 0p N V) r) o¢ � E �' ( - N I ( tN Z Z O M Z CA r V) rn N N (n u7 Z N W V~i a a F¢- r) ( to V) X 375.28 8 )­1�- Q � I � 37�".t16 51 0 o W d o 8 `° �� N � 8 N �; o �? `n 4� - I GRAPHIC SCALE F- ' ��..._ V) NN 374..73 I I . gL3 mcn`r' 68X=1.OM 230'062-41 �' ,.. 8 2301-062-03 In m STORM DRAIN LINE "G" 1 O X 375.2.6 _ O- C IN METERS ) I -__ STATE OF CALIFORNIA HOLDER OF AN �o o s �o xo so 4o so SEE SHEET 26 FOR STATE OF CALIFORNIA HOLDER OF AN � � V x 374,75 _•_____•-.---x--�---- EASEMENT FOR STATE HIGHWAY PURPOSES x 375.08 w ' -" PER DOCUMENT RECORDED 12-12-27 IN X 375.11 EASEMENT FOR STATE HIGH IVAY PURPOSES - X375.33HOOK 300 PAGE 332, O.R. x 1 : 500m `--"" PER DOCUMENT RECORDED 2-12-27 IN _.._._ X 374.76 X 375.10 375.65 I" ,f, A,, I 1 / BOOK 300 PAGE 392, O.R. .�.-- NOTE: ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE. FOR REDUCED PLANS ORIGINAL o 20 40 60 so SCALE IS IN MILLIMETERS � ► t f I EA 317900 n d @ rg rc� u n Service @ r __.-___._ »._____-_-.._..____ _.__�_wo FES x Call: TOLL FREE _ _ _ - 3 Heil r mast Inc• �����cuRryoq��� CITY U1FUN I ANA, CALI1UR4aI1 f Civil Engineering • Planning 1 800 __ 9 surveying PubiiC Works W ' No.2s22s 2 DRAWN BY STREET &DRAIN. IMPROVEMENTS SCALE: 420 Exchange, Suite 100 •Irvine, CA 92602 •714/665-4500 * Exp.3/31/06 A.N. AS SHOWN , 227-2600 - s DESIGNED BY FOOTHILL BOULEVARD - ROUTE 66 PREPARED UNDER THE SUPERVISION OF. qj�. CIVI1. o���P E.M.R. DATE: ;. of CALIF CHECKED BY STA 33+50 TO STA. 36+50 s TWO WORKING DAYS E.M.R.MAY 2005 BEFORE YOU DIG ENGR S. CITY-Zp_p S JOB N0. APPROVED IDR. N0. SHT. N0. REFERENCE PLANS REVISIONSAPPROVAL DATE APPROVAL DATE/,-JOHN,CURT OGA R.C,E. NO. 26229 DATE 99089-1234 CITY ENGINEER RCE #51152 DATE 3624 13 OF 44 IN la r`