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HomeMy WebLinkAbout2902-4 11,1T 0: Ct' ..........i'.-........i..........-!„... „....... .-....;....-.......-...--...1.----....i..---.....4---. ..-.-- - H - --- .- --- ---.Eg.....H..........„..4......_.....,...._........._....................„......„.... ...„.„„....„...„H„... ... , „ ... „.. . .„ „.. „,_._.„.:. : : • , . • , . . , , . : : : . ' ,'. ;'' ,' :: ..: L''' :: ,': ..:' .. ..:'''...... Li' .....„...!''......„..:._. .. : .;•' o' 50 VC i 84.14 39.,90 : . co ao: PVIO 33+50.00 , 84.14' 39.90' ' EL = 1050.92 _. ._ : _ • . N N' O.C. O.C. ; . - : 49.05 O.C. 47,12 O.C. _ b COG 1 0.40% ; , • !Y.- . . .. .1 ••• -4=1226' 4 11.7$: G 2 -0:40% �' o/ v o � m _ • �, d-' ri ri O rn > I �> rn p W ' 01 N :� � .ASA O] W • v 00 : E3 : . W �' • N • N O O t� tf) O U O (0 O U 7::-:::-: O! OOO O00 O �ONC7m . ........i .. : . .....'......„.;....„...,.......„:'„..„..„.„.„..„....„.....„...!................ ..' ........!'...............;.... ..!!'!L ... L.'.. O � O 00 - W00 04 OO O 00 � O MN C7OO O O OCD O u7 : : m o o 00 r o 0 0 o PO FOR CURB RETURN o M _ oO O O <n O N o • o : rn . y ri coo o o o FOR;CURB RETURN v O m N + O O. to O : (Jo o n : OaoE SHEET 1:4. - - � � .- • © o ems.� � � v t� rn ,-� r) _50% ._- � � (SEE LEFT HEREON) ,,,,_ !...- ,o. :,. _ o .+ a _ : M M : . . . N 9 O Ili O. ; O _ M_139. N....• + ' o v FOR CUB RETURNo o -0.40% v RcO r� m N 0.40 - + na • • CRB co �T. CURB LT CU � -0.50% �n � �0.40 • • + o (SEE SHEET 3) 4 • : - - 50 o:ssx GUR -0.40% ! 1 0.539. _ FL ® X GUTTER w PROPOSED TC PRORO E' TC SD w : ; F- 50 VC > PROPOSE© TC • PVI 12+46.50 6 C.F. 50' VC o z • 8 C.F.. r � � PV 10 60.00 ... _ .._. _• . -+- 1050.5p _ - �;. � . • . o_ ; � c� o 1; �� EL 1050.5D � u� ,; '.. �... o , PVI 33+5000 o � o _ > Li o EL, = 1051.25 -_ w o . G 1: 0.40%. r- z w. . ,- a 30'' VC • ', , EL 1050.80 : z z r�r. z o G1 1.10% __ _ : o. a P G 2 2.22% o , o PVI;® 11 89 33 G 1 0.40% z v w = �rJ o F- c� G2- •0.40% �a ELS- 1049.05 o > z : G2= 0°82% C> �n n �n m o z w r c) cD . ao N w o rn O N vo o o G 1 0.86% z 1 � CO I : ' ' rr m . 001 _ o C..) � CO u� o rn , z a s ♦ w Nom: o In LiJ O . W O N O Cn � .H, 0- O a J . I : t o O .- W G O m M i-- bo o o o EX 15T I NG SURFACE m .v c� N o o N G 2--2.48% . -/F ( ' : ,(n 00 O 00 � O : O O O M O M O CO O , 1r). : - : O O O Z M + O', O O O Ch O M Ci :W 00 '�.: : 00 W O 00 C7 (� ' 6. 10_ • !h O O O (�O r to O c0 • in to O : t0 €) 0 0 o N o o • o r- ao In O n CENTERL INE In N o ao o o o D • • , Nir? o0 o in o� 00 ory o;n 4 o + o + o � o o o o m w O • :Z + Lo ! : O rn in,A to C M :II : - :� r + O : :(0 O N 00 :W • M M Z U : O Lo p O' > . O O O j '�.-. +. r9.-Q- ! t O t O : O :co O :- : tC) " O 'H O71,- ;� : O O + O O 2. 00 Imo: W 0f •.O • + ,- C0 N O) Z O O Or7 O W o o u� Nr) o M M rte=ri ^- �n � 1.U1 • 10�` N '`� O co InM " IA + O .- .+ : +: } + N M. O! + ! ,C3�r`? 11 : M I'a- n Q ; ; • --- !N � + 0 + O 01 r7 D1 O JF- d- WQ O -� M : N O M n O : O rn M cp, 00 00 . ...M ........ M ... r7 _ -0.40% r- cam- u o d + d oY N cn •.00..... T -T L I- , �. %- 0.sz% oar C L -� C L .o%. 1 pox 0 I � o O r r '_ ,_.- - ..� -. .... a _. .. 50 50 1050 50 0 50 CL EXISTIING SURFACE : 86% i S CENTERLINE PROPOSED FS PROPOSED FS - W 2.22% 2.53% • ® CENTERL I E Z N , 0 CENTERLINE I PROPOSED FS fi5%' • ® CENTERLINE EXIST'T�G SURFACE 50 VC 9 �, _2.48% J i 84.14 39. 0 • ERL- .. Z PVI® 33+50,00 O.C. O.C. (� CEN L E �:.... EL: - 1050.192 + + 84.14 39.'90' ! In rn - - : _ : - I- G1 0.40% w o.c. o.'c° �, m CD 00.,,,'G2= 0.40% - + d + rr O W m • G • • �' C7 a0 O_ �U N • • • U tp 0 N 00 O ao a0O O a0 00� U O D COO_ 00 O' EU O (O M O N O N O O � : 44� tfj: O p �° O M r � : � tY7 O r ; d- tt`) � O -.�',. .�-.. .-...-.. CO:. - - � � o in o N o;ri 0 : o PROPOSED TC 0 o r) M In 03 a) Mo o In o FOR CUPS RETURN . o : e, ' . o oc „ o cc In + O uo °' 0 0 M o, .n + o + o o FOR'CURB RETURN + o o co 0 0< o o rn; v . : + �+ o + o�+ o In o o o In 6 C.F. + d (n o 0 0 ao CO m EFT. ON. .. in + o .0 o + (SEE L ,HERE ) o ,,� M M r) r7 0.50% �40% - - t N SEE SHEET 14 N � o rn • • + o + o FOR;CURB RETURN, ' �: ' RT. URB 0.4a T. B RT. RB . ,_Q • 0 • C R CUR CU �o% (SEE SHEET 3) I 0.86%� 50 , 0.40% 5 ZO• - RT.' PROPOSED TC C.F. PROP 8F.F. OSED. TC 6 C.F - _. :....... PROFILE SCALE ORIZ: 1 4 H 0 E T. VR 1" 4 32 33 34 10 11 12 13 10 11 12 I a • II o iiLi GINGKO SCALE: 1"=40' H COURT a LI l UNDERWOOD VOLANTE DRIVE �l DRIVE �0' ry 3: .. 68' w 2 �I 18'' 181' 12' . m F I I� w Icy) °O LOT .B Nlw �L Z joo 34 _ 34 I o 50.04 j 8 °+' 24+30.26 BCR r I WO 2' 22' I 22r 12368V372 UQ 383 � 379 380 381 382 383 IN 690371 4., ofO• MATCHLINE .03 W m W °' 370 z9 Q A 1'I F SEE MIDDLE HEREON NISWo W( r'- g t6' o �s �= R N 6.4R� g . - 32+91.98 BCR = 367 © 0 8 6 +�' 34'+ ;.. 0 3F> ' v o W 1 51 . 66 ' c� 0 6S �V12 47' i,r j_ 11 .31 ' 12+48.00 ECR xo cn n (n o ::39 Co n8c0 o 1oc0♦ O 13.79' r R ��o `✓'14.14' o + o+ / 2W © WI `/ 2 ' l 4 `�- �►'+� LOT A- - 94.0�� 378 s ® I 4 6sM1� oo oZo l 9• 4 10 61.00' ` 60.00_ 54,00 50.020 CL INTERSECTION SS' 25.21' 6 0 . 05 ' W ! 22M :� _. ® © �� CL INTERSECTION N� �o = 13+00.00 GINGKO COURT �: 5 1 / 6, l4F32+43.98 VOLANTE DRIVE ^� ® � ' 2 ' 'Q �0- --�O O �_■�_O -'NEE 024+82.26 UNDERWOOD DRIVE ^� F0.98 \13 :,� I0 FL.89 6 48.68 /�-4® 49.4549.75 .�49.62 MEM 34+37.98 VOLANTE DRIVE v Io .. ®�W FL 50.02 FL r51.40 „ ® r7 49.82 Lo ® .69 ® 49.23 0 ® ,, FL /PIG 49.82 - 50.7I $ W ® ..-. -.. 49 90 ._._. -.._ _..*FL ,1110 W _EL - PIG FL -- - L8 W I _ _ ©8532--- -6 --FL _; © 3MOC;FL 10 FL 1 1 PIG FL 4P�=7_-I HP,GB - I 4 0 - - - _N89°04'00'E1:::::91- 3-::!1:71 ® _III 1 ----R-800.00 00°56'00"W O O 8� __._ -.___._-__ -c_._-__._-_._ 10114 45 ( 51.91 = - S �- 0 50.32 FL L ® 48. 7Q �' © 50.26 0 50 �8 - - - - - 49.89 x.2-3 g„S50.10 50 48 49. o366 c MOC, HP 75 ,2 PI% �J I(� FL FS j GB w FS,GB FL P I G75 I o FL FL roe FL..IZLVTroFS - 10 I ocn18.23' •® m 48':41 .,. '`Nhat4. jFLO..I O ®��� • 50.98 /®�- 49.89 /•glit, ��,��. PIG S •T 141 ;► 377 FL13.94' - �� i65 ,4iI 1� 62.00' 60.00' 9.69 W 49.6 121.90' NU LOT (� 142,00' ® ci cic6 ® . Z FL k1 p� n o J �.,, a O I �� nI , ® • , / CL INTERSECTION 25+34.26 ECR 8 �� o0 0 ' �' 0 28+ / , / w 13+00.00 GINGKO COURT W 9 �0 ' o g o v 51 66 ECR v 48.25 69 .V o m / 04 cr CL INTERSECTION / OD 32+43.98 VOLANTE DRI elm Z111 22' 22 12' OD +0 374 373 372 U ° o° 365 ® CO o N FL ' 12+34.90 VOLANTE COURT • r0 + a;V �/ 29+10.27 VOLANTE DRIVE 244 245 N 246 247 I. cc 11134' le, '4'___ _.__ 376 375 Q2 r- N . : 364 363 + + / • .„ o� 4, QI UNDERWOODGINGKO COLI! T , ! :aFEss ' i �' DRIVE VpL'4NTE �� w c oNq`� �� 6 DRIVE e ti, 2 Li-, VOLANTEDRIVE ` ' m, 1 No.63494 o CONSTRUCTION NOTES \it .Sept.3o,2oos CURB/CENTERLINE DATA °' CURB/CENTERLINE DATA 4" sf� CIv11. ,�e,-' N CONSTRUCT 6!;�° MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. rFQFCAt-��% ® DELTA/BRG RADIUS LENGTH TANGENT REMARKS ® DELTA/BRG RADIUS LENGTH TANGENT REMARKS (SEE GENERAL NOTES 27 & 28) CURB/CENTERLINE DATA 15 23°07'45" 300.00' 121 . 10' 61 .39' CENTERLINE 0 1 N00°56 '00"W 194.00' CENTERLINE 2� CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 16 N89°04'00"E 113.80' CENTERS I NE ® DELTA/BRG RADIUS LENGTH TANGENT REMARKS RECORD DRAW' o 0 2 28°30'29" 800.00 93.98 203.23 CENTERLINE 3) CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 a 17 10 35'32' 282.00 52. 13 26. 14' RT. CURB o 3 16°54' 14" 778.00' 41 . 13' 115.60' LT. CURB 9 N89 04 00' E 300.00 CENTERLINE 18 N89 04 00 E 53.80' RT. CURB 4O CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 / N ° 4 93°40'45" 30.00' 49 .05' 31 .99 ' CURB RETURN 10 N89 04 00 E 186.46' RT. CURB 19 36°52' 12" 62.00' 39.90' 20.67' CUL DE SAC 0 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006 5 90°00'00" 30.00' 47. 12' 30.00 CURB RETURN 11 36°52' 12" 62.00 39.90 20.67 CUL DE SAC ;� 20 253°44'23" 38.00' 168.29 CUL DE SAC i 6 N00°56 '00"W 94.00' LT. CURB 0 CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104 12 253°44'23" 38.00' 168.29' CUL DE SAC ENGINEER: 7 g. 21 36°52' 12" 62.00' 39 .90' 20.67' CUL DE SAC o 7 09°26 ' 13" 822.00' 96 .56 ' 67.85' RT. CURB O TRANSITION FROM 6" TO 8" PCC CURB 13 36°52' 12" 62.00' 39.90' 20.67' CUL DE SAC (SIG ATURE) (DATE) 22 N89°04'00"E 53.80' LT. CURB CO I 8 N00°56 '00"W 142.00' RT. CURB 14 N89°04'00"E 188.00' LT. CURB 23 14°25'28" 318.00' 80.06' 40.24' LT. CURB 1- W • REV. - REVISION DESCRIPTION DA E ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION c . [-)0 n . ,:1 i? rr BENCH MARK: BASIS OF BEARINGS: CITY OF FQNTANA, CALIFORNIA 1 (� �1 SHOULD CONSTRUCTION OF THE REQUIRED STREET IMPROVEMENT PLANS FOR Q RECORD DRAWING /' {� t�r0,, �pFESSIp ` EL = 1077.40 THE BEARINGS HEREON ARE IMPROVEMENTS NOT COMMENCE WITHIN TWO Q /1/,:,l BASED ON THE CENTERLINE �<0 �cLV A. j` TRACT 16074 0 OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN \,, �� l' i, 27555 YNEZ ROADPBF , SUITE 400 40 0 40 80 120 CHISELEDBOX AS NORTH 89°03'21" EAST HEREON AND CARRIED FORTH IN A 9y m TEMECULA,CALIFORNIA 92591-4679 DRAWN BY: VOLANTE DR. GINGKO CT. VOLANTE CT.' SCALE. co IN PER PARCEL MAP N0. w No.43090 rn CONSULTING 909.676.8042 ■ FAX 909.676.7240 • www.RBF.com ' ' 235' WEST AS SHOWN o DIAL �// TWO WORKING EASTERLY TOP CURB, 12195, P.M.B.158/28-40; DILIGENT MANNER, THE CITY ENGINEER Exp. 3/31/04 UJC 95 SOUTH 300 WEST o till, TAMARIND AVE., 60 { * OF GINKO CT OF d ' DR. OF VOLANTE DR. JOB NUMBER BEFORE ,",O �► DAYS BEFORE FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: ' SOUTH OF TAMARIND CT., s Q PREPARED NDER THE S ERVIS ON OF: ®i r. TO/ NTE DR. TO VOLANTE DR. 1J-100187 GRAPHIC SCALE YOU DIG YOU DIG MAP, SAID BEARING HAD > 1VI BRING THEM INTO CONFORMANCE WITH ,s''.- 7iUJC � , Vi / 500 SOUTH OF SLOVER 0 i PPRO I . :.(1-_!,BEEN ROTATED CLOCKWISE F lF I ` fIVO DRAWING NO. TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT. °F c s`� ' DATE: /Z ( op CH D BY"-- _ 4 0°00'39" TO NORTH :K% ., i_-�_ ' _ /2 / b A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT _ 2 36, 89°04'00" EAST. MICHAEL A. TY MAN RCE NO. 43090 EXP. 3-31-04 TAT A INC,+CITY" NGINE C.E. 51152 6A E. •