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HomeMy WebLinkAbout2902-1240 0 40 80 GRAPHIC SCALE 120 285 CURB/CENTERLINE DATA CITY DATE ® - C L Y -i' S S RADIUS LENGTH 167 REMARKS 1 89035'00" 25.00' 39.09' w 1 18 18, 1 m 2 90°25'00" 25.00' 168 25.18' 169 170 34054'55" 62.00' 37.78' 19.50' CUL DE SAC m 249°49'49" 38.00' 165.69' -- 171 0, 3 293 "' 34°54'55" 292 37.78' e CUL DE SAC YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A FL W 56 72 ' 53.24 1 co M TCH LINE� M SEE SHEE 9 PER PARCEL MAP NO. U � CONSULTING 909.676.8042 ■ FAX 909.676.7240 www.RBF.com ORR Lo W F� � N 766 3 0 _f' � 12195, P.M:B.158/28-40; FOR THE .PURPOSE OF THIS 24+23.18 BCR 5 �� 5 24+23.81 ECR PREP ED DE TH SU VISION, OF: DESIGNED BY: 47' �n 27.90' 60.00' 60.00' 52.01' FL 51,99' 62,.00' .. b � MAP, SAID BEARING HAD BEEN ROTATED CLOCKWISE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. s I V 1� ATF of C p�l�o�� � DATE: I Z ORR � S � h. 52.75 3 r 100: VC 0°00'39" TO NORTH 89°04'00" EAST. i -100: _ CH 1 51.80 51.93 MICHAEL A. TYL AN CE N0. 43090 EXP. 3-31-04 - , 2 0 4 2 51.89 51.77 2 SEE SHEET �3 �:(-------- 8" S-------F� ----- -- --- N - - ---- FL FS -------NOif - �--��- -�L�N�PRCF=- FOR STORM DRAIN LINE - 1.0% PORT. 1 31'QIIip---� C �4 �- - CO 895.67' 53.08 52.60 2 0 4 ---FLjHp--- -52.75 . N -� � FL � _ - _ _. P.I.®•14+91.0 EL © 1053.01 �60. 100.00' PI ®15 1.0 'EL 9 0 _ ._105. 2 61 60.00' _ _. _ , .60.56' A'Aj \�' W N O (~!7 V) 0 O °O CD �5� 40' UTILITY r 0_z#= m o M' PI ®13+10.00 _ L 1052.09 EASEMENT J Q o 164 163 162 161 Q w o 160 15 _ _ 159 158 157 rcr ; , 82.84 00 00L 37.8 7 : � 00 W - G 2 G 1 0.51 % - 0'.40% - -G 2 G 1 0.40% 0.40% ' �l N C -D, ; , �- 39.45 G1 3;1.09 0. o% 4 2 .0.51% U ;. _m , . 9.77 �C) it U M cq N 0 O O) ': U. i � F4. U. m ! w O to O': co .O : O �. 00 O'. O) O '. O. o0 00 p.' r :O `''� � O. r '.O d- 0 r : O O O M : I� � CD nA/4=9:86 , : � O O � � O i.A pO N r Cl � � O) M 1� �: O M , �.,. � O N d•� � t� 117 rn� � . � � �': tq . cD N N c0 cV � r17 + � O � � � pp •- � : O to + -.� O t : -; - --:- : _ 0.40% � r � N � m m: N -:N '':N m NN m N N - iA � � � r � : �� r .O � : 0% , - - r + O O '.O OD O + .-: W 40 _ __ .. r j0 r .- O r O. M I 0.51 : , TC :PROPOSED 1051.80 o 5 � 1051..77: PROPOSED TC C.B. N0.:51 i , . FL' �P, $ '� ,9 FL 'L 6 CF , 1 46.73 INV. , LT. CURB 5050 _LT-, CURB.: ,. W. OF ' w' 100, VC 100 VC 100 C . _... , PI_ @ .14 91.00 EL -...._.._1x53:-02 Pi ®15 91;00- EL }052-:62 . P ®13+1).00 I_ EL; 1052.10 i _ G 2 G 1 0.51X - 0:40%i --G2 0.40% m G2`0�51% - IL O m CD i0 ao.o om U v > � > C) co 0 M O M O O '. i i : O� ' O O : O Cl - O O: :O O :, O O O M' M :.• _ U S O O d OJ O O I� ! O O� r� � O CA O! N �� : O O N ' O t(A O Ncl Lo O � j : : O �' i(') N.-_. O : O N d•., N c0 � CV O); N : c0 N .. N r. �I N c0 > c0 . • cV O) N ; • N r <t N ', ao r '' 00 O r � : , ' O � N �. cel r N_ N CO N �:-' . , '. to 1� '.. . - ... a% 0% -0-82% 8Z N � : O ... tf) _ _ d•,. O : �� � O V- O O: [lO. O ... �. O ,.. ..., � --6 � �, �: -p � -- . CO � i lD: .-' O r �� : ...... , . � . i r r r N O M O M O r� .- I r I '0.40% ; 0.51..._... Q ' \ 13+00.48 DAYLILLY ST. PROPOSED FS ; EXI TING SURFACE $ =24+68'50 EUCALYPTUS ST. 0 CENTERLINE N _ __ _... ;- ____. _ __ _ ' _..052.2 N ERS CTLO _. 1 , -INTERSECTION - _ I ; � CENTERLINE- loo VC ,..loo: VC _ _ 100. VC _ 14+91.00 E ®� --10 3.':01. 5 PI !� 15 91..0. EL- 0 _ 1052.6.1...... e G1 0.51% G 2 0:40% G 1 G 2 0.40% ,82.85 .37.78 P 19.. 0-1.3+1 _ .. 00- EL ._....1052-.09- ._ _ .0.40% _ _ U m a m O.G. O.C. w U -- G 1 0.4 % G2 0.51% v v. > >; � U >' o � : oll r� r• �: �. M -�--. � O O d' O� O 'O O � O 00 O: O rn �O O a0 ao O r , O r - O O LL :O � L) K) , n O 00 �O � � .O h O 00 �n Lo . of tL . O � '+ O � CV O D N � � : st' 117 O r O O � N O (O l0. O �Lo t: O t: O + O (O + to 01: O � + O O� � r �. + O of N r N � M � CF_ - ': � r ; 0. 40% i 0% r r M o ; ' 5 1% - - _ _, _ 'PROPOSED _TC . Tc C . B ' NO., 50 6 C.F. 1 47 :10 ;INV R�. �+ CURB . 5®, : 1'.046:.40 INV. ! ; . ,.. ,.... 50 !RT. �+ CURB .... SCALE PROFILE H ORI Z: 1 40 : VERT: 1 4 : 9 10 11 12 13 14 15 16 17 18 19 20 40 0 40 80 GRAPHIC SCALE 120 285 CURB/CENTERLINE DATA CITY DATE ® - C L Y -i' S S RADIUS LENGTH 167 REMARKS 1 89035'00" 25.00' 39.09' w 1 18 18, 1 m 2 90°25'00" 25.00' 168 25.18' 169 170 34054'55" 62.00' 37.78' 19.50' CUL DE SAC m 249°49'49" 38.00' 165.69' -- 171 0, 3 293 "' 34°54'55" 292 37.78' e CUL DE SAC YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A FL W 56 72 ' 53.24 1 co M TCH LINE� M SEE SHEE 9 PER PARCEL MAP NO. DILIGENT MANNER, THE CITY ENGINEER � CONSULTING 909.676.8042 ■ FAX 909.676.7240 www.RBF.com ORR Lo W F� � N 766 3 0 _f' � 12195, P.M:B.158/28-40; FOR THE .PURPOSE OF THIS 24+23.18 BCR 5 �� 5 24+23.81 ECR PREP ED DE TH SU VISION, OF: DESIGNED BY: 47' �n 27.90' 60.00' 60.00' 52.01' FL 51,99' 62,.00' .. b � MAP, SAID BEARING HAD BEEN ROTATED CLOCKWISE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. s I V 1� ATF of C p�l�o�� � DATE: I Z ORR � S � h. 52.75 3 r � 0°00'39" TO NORTH 89°04'00" EAST. a FL ,y,, CH 1 51.80 51.93 MICHAEL A. TYL AN CE N0. 43090 EXP. 3-31-04 - 52.60 2 0 4 2 51.89 51.77 2 SEE SHEET �3 �:(-------- 8" S-------F� ----- -- --- N - - ---- FL FS -------NOif - �--��- -�L�N�PRCF=- FOR STORM DRAIN LINE - 1.0% 1 31'QIIip---� �4 �- - CO 895.67' 53.08 52.60 2 0 4 ---FLjHp--- -52.75 - --- -- N -� � FL � 33.46' 60.00° �60. 100.00' 60.00' 60.00' 60.00' .60.56' A'Aj \�' W N O (~!7 V) 0 O °O CD �5� 40' UTILITY r 0_z#= m o + EASEMENT J Q o 164 163 162 161 Q w o 160 15 _ _ 159 158 157 rcr �C) C) 00 00L � 00 W CD +Z �l N C -D, 40 0 40 80 GRAPHIC SCALE 120 TOLL FREE -qqMlFpw'l-8.00-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT m n 291 290 u> 289 288 287 0 o - O � Ln 4 2 62.00' 62.00' 62.00' 62. O' 62.00' 0 156 60.00' � O m Ln 155 o 60.00' 154 'cm 14o.63494 Exp. Sept: 30, 2006 � 60.00') 4 153 RECORI, CIIIIIIII 152 286 285 CURB/CENTERLINE DATA CITY DATE ® DELTA/BRG RADIUS LENGTH TANGENT REMARKS 1 89035'00" 25.00' 39.09' 24.82' CURB RETURN 2 90°25'00" 25.00' 39.45' 25.18' CURB RETURN 3 34054'55" 62.00' 37.78' 19.50' CUL DE SAC 4 249°49'49" 38.00' 165.69' -- CUL DE SAC 5 34°54'55" 62.00' 37.78' 19.50' CUL DE SAC TOLL FREE -qqMlFpw'l-8.00-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT m n 291 290 u> 289 288 287 0 o - O � Ln 4 2 62.00' 62.00' 62.00' 62. O' 62.00' 0 156 60.00' � O m Ln 155 o 60.00' 154 'cm 14o.63494 Exp. Sept: 30, 2006 � 60.00') 4 153 RECORI, CIIIIIIII 152 286 285 ENGR. CITY DATE BENCH MARK: BASIS OF BEARINGS: SHOULD CONSTRUCTION OF THE REQUIRED Ro F E s s to PLANNINs i DESIGN ■ CONSTRUCTION ` M RR � � �� h EL = 1077.40 62.00' 68.53' 00 53.24 Q OF JuRUPA AVENUE SHOWN AS NORTH 89'03'21" EAST YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A FL W 53.24 1 co __ W CHISELED BOX IN EASTERLY TOP "CURB, PER PARCEL MAP NO. DILIGENT MANNER, THE CITY ENGINEER W CONSULTING 909.676.8042 ■ FAX 909.676.7240 www.RBF.com ORR W - � N 60.00' t 22.60 _f' U m 12195, P.M:B.158/28-40; FOR THE .PURPOSE OF THIS MAY REQULRE REVISIONS TO THE PLANS TO Exp. 3/31/04 � � Q PREP ED DE TH SU VISION, OF: DESIGNED BY: �n m Q 151 150 SOUTH OF TAMARIND Cl., 500' SOUTH OF SLOVER MAP, SAID BEARING HAD BEEN ROTATED CLOCKWISE CONSTRUCTION NOTES 4'• 10 CONSTRUCT4W" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. (SEE GENERAL NOTES 27 & 28) W O2 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 1' r ® CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 �f/ O CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. N0: 1006 010 REVISION DESCRIPTION DATE ENGR. CITY DATE BENCH MARK: BASIS OF BEARINGS: SHOULD CONSTRUCTION OF THE REQUIRED Ro F E s s to PLANNINs i DESIGN ■ CONSTRUCTION ` C RR � � �� .DRAWING EL = 1077.40 THE BEARINGS HEREON ARE BASED ON THE CENTERLINE IMPROVEMENTS NOT COMMENCE WITHIN TWO Q Nq OF JuRUPA AVENUE SHOWN AS NORTH 89'03'21" EAST YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A ��� ����' Tj�� Fc qy a � 27555 YNEZ ROAD, SUITE 400 TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: CHISELED BOX IN EASTERLY TOP "CURB, PER PARCEL MAP NO. DILIGENT MANNER, THE CITY ENGINEER w No.43090 m CONSULTING 909.676.8042 ■ FAX 909.676.7240 www.RBF.com ORR TAMARIND AVE.; 60' 12195, P.M:B.158/28-40; FOR THE .PURPOSE OF THIS MAY REQULRE REVISIONS TO THE PLANS TO Exp. 3/31/04 � � Q PREP ED DE TH SU VISION, OF: DESIGNED BY: SOUTH OF TAMARIND Cl., 500' SOUTH OF SLOVER MAP, SAID BEARING HAD BEEN ROTATED CLOCKWISE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. s I V 1� ATF of C p�l�o�� � DATE: I Z ORR EC 0°00'39" TO NORTH 89°04'00" EAST. ,y,, CH 1 MICHAEL A. TYL AN CE N0. 43090 EXP. 3-31-04 ITY OF FONTANA, CAL STREET IMPROVEMENT PLANS FOf TRACT 16074 DAYLILY STREET 300' SOUTH OF EUCALYTUS STREET TO PEAbISTREE-Ti 191 S)UALL: AS SHOWN JOB NUMBER 15-100187 DRAWING NO. 1 r as 2902 36