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HomeMy WebLinkAbout3518-11......... . .... . ............... i .......... . ... . ...... .. . ....... . . . ....... . ... . ... .... .. . .... ... t, =­ LINEICURVE DATA TABLE ASH COURT Z, j DESIGN "AS BUILr _7 PROFILE SCALE -------- ------- 1-11 - - - ------- ------ - ------ _4 ------ ............. ------ - - ----- ------- ------ N89*27'42"E ------ 105.11' 3+24 2 91� 45 # t 4­� HOIRIZ. l" 40 37 7 l-, - - - --- ---- - ----- N00032'18"W 4+28 146.91' --- -k VERT. 1 4 19040'00" 305.00' J------- 52.87' 5 17020'07" 295.00' 89.25 1 . ..... .. 6 ........... n -n., . . . ...... ------ --------- ------ �­-4--­ ------- .. . ........ . ... ... .. .. .... :", 7 N00032#18 1) W — - - - - - --- - ---------------- ----- . ... .. ------------- -i ZZ— ...... .. .. . ............ ...... ::=4=4=1=4=4=� .......... - ------ ------ E ��7,:­"y 4= ------ 7 E7 Z�t Z-1 --- ---- - --- -------- .......... . 1-7- 2+21 NONE =t ......... i! 54 J: NONE NONE 55 3+16 NONE NONE 56 3+12 NONE 17777�=F—f 57 3+16 NONE .. ... .... . ............... --------- - -- 7, 58 3+02 NONE NONE 59 ... ......... . ......... --------- ------ j, . .... ...... 60 5+42 NONE 7t: 7 .......... ..... LU __,J4 Por . ........ ....... ...... =:E 4+86 ------------ Z7 . . .............. . . ....... ff-77=7-7 ....... . ......... .......... ni_­:-=,� ------------- NONE NONE - - - ----- "7=7 NONE .......... 2 +J _J= 64 3+27 L—; ---- ---- ------- .... .... 4C'q— 65 I 4 -- --------- - . .......... -4— -------- 4 . NONE E J - ... .... .. ------ --------- ­­_­ ------- -------- - ------ ELI - .......... ...................... .... . � ..... ... ... 4 . ... ... .... . . ... . ----- - - _E _1 _,F :F -1 E "=l . ......... ....... -------------- 7,� y=f Q) . ..... . . 7 7-7�7, 77-7 y . .. .. ...... - . . ...... . .. -,: z �-A ��l . ........ .... r ....... ..... . ........ . .. . .... . .. J=� q T=1 . . .. ...... �_ . . . . .... .. . . ........... . .... . ........ ------ . . ............ . q _4�_4 i 7J==lt. = t ....... ... ZI - ------ - -- 4 F, _7 -7 ---- ----- -- 77 77 L__J .... .......... ...... ... ......... .. . E= . ....... .. -- ------ ------- *:::::::l ------ Z4, E: 70P ��O­:Oj J ------ ------ CR6 A 4- 0 . ..... S zz L -M _1 4 -------- ------ =_;o ---- :�4 . .. if_44 . . ........ I .... ...... 1 ......... . . = ...... ... = 4-: ....... . .. k= 3 =J t,=ZJ:,=:_._ . ..... . . ....... . . ........ ................. ........... ------ ------ .. . ......... .. . ...... n t=t=t=t _40- 7t =1 :�_�,:A, . . ..... ... . 00 10- —4— 10" Lu _q n Nv cy. _=zz- t5 ----- ---- - - - - ------ 4- 77, X VK '-7__T_—_,_ -------------- 7 —40 ------ 0:�:: r A 7REIVGTH:lvR=__,_ ------ ....... ..... .. A_ +..... 4- ..... . — z I-. 7=:�� " - — ------ - - =T= -Z .............. q ........ ...... F JNV: Luulll ..... . ..... --- .. . ........ i t - -i- . 4 . . ........ .. ... . ... . .... FEE -4 .......... ... .......... 4 . ........ ... . ..... 11:17-1--, .. . ....... ............. ...... lu ..... I E: u ------ Ll 77 f7, 7 77, —I— 777Zj7,-,,74_ 7== -q_p, 4- --------- - mr 7 _E ---- -- - =j += =n 7f=7 _!'lZZl,_. 4- n _7 ................. ...... . ... ---- ----- - -- - - 77- z7m �__, �jf _7 7-=,J, . ...... ..... . .. ........ ... .. --- - ---------------------- - ------------- 777T_7777 ZZ =7=',7 ------ ------- i: 7 m-,vcPrt=_ TAt G774��, -=, 'X `�l�VCP =77=7 .... . ... . ... - ----- ----------- .... ---- ------- TR -TH--',VCP A755TREAfIG "J" J_ —4 ------ �4 . ..... .. .... -------------------- _n t-= I 07H VCP - -- - - - ------ - --- Z' - :4 4, ------------......... . ........... ... .... _­"­'- ... .... ... -4- =-JE ............ ......... .............. ............ . ..... �=IL, 7 —7- ll;, 7, 7, 7, 7, 7 ----- - ------- lzzz:4,_� . . ......... .... ....... E-4=1- .. ......... ............... 7 1 7 .... . ..... =67E4=, - - - - ------- ' ----- ---- . ... 7� ---- - -- Q-4 ......... . ............ -A zx;= 7� ...... ....... _4 4 -- - ------- . . ....... . . . 4� J, _4 . . ......... . .... . .... . _4=4 -L— - — .. ... . �:­­ "' ", I , ­_LL� - _,i __ ;;;;2 411, 1 � ........... ..... .... . -"I',-,-- �_ _4-- - _41 2 5 7 2 3 SEVIER CONSTRUCTION WTES LACEBARK STREET 87–E SHEET 9 Lu 1+00.. 4 4+20. ul w u CO uj w 0 co LA IACEBARK STREET RED ASH COURT SEE SHEET 9 SEE RIGHT BENCH MARK: EL = 1077.40 CHISELED BOX IN EASTERLY TOP CURB, TAMARIND AVE.; 60' SOUTH OF TAMARIND CT., 500' SOUTH OF SLOVER BASIS OF BEARINGS: THE BEARINGS HEREON ARE BASED ON THE CENTERLINE OF JURUPA AVENUE SHOWN AS NORTH 89*04'00" EAST PER PARCEL MAP NO. 16074 P.M.B. 278/78-92. � 100 1 � It I 1�ill ll� 40',30'20' 10' 0' 40' so' GRAPHIC SCALE: 1"=40' UNDERWOOD DR. 12' 22' 22 121 -15 1 BLUE ASH LANE 1 1 52 53 54 SEE LEFT (0- x 8 cc (6 1 BY C-1 1+18.01 Q a, 8 " WA TER . (ING j LQ� cc, Qf 8" SEWER RIW 0- 0) + + Lr) (aj 2 00 c9l 'C'4 R/W — 1+12.01 9q - RCP SD XING 8 SEWER 60 .20 12) 61 12 - 22p- 21'_ 12'1 BLUE ASH LANE SEE LEFT UNDERWOOD D CD No. 6:3494 Exp. Sept. 30, 2008 MATTHEW C. HICKS 10- RCE NO. 63494 EXP. 09-30-08 OF C A0�3�� 55 56 WATER OT�ERS (AtR SERVICE ---------- Q3 q MH NO. 21 0 TYP.q� .00 59 58 57 RED ASH COURT DATE: .5-4 -cs 40'30'20' 10' 0' 40' GRAPHIC SCALE: 1"=40' INSTALL 8" EXTRA STRENGTH VCP SEWER LINE INSTALL 4' SEWER LATERAL & RESIDENTIAL CLEAN–OUT PER CITY OF FONTANA STO 125 INSTALL 48" I.D. MANHOLE PER CITY OF FONTANA STD 112 INSTALL CONCRETE BLANKET PER APWA STD 225-1 SHOWN ON SHEET 2 m BLUE LINEICURVE DATA TABLE ASH COURT LOT NO. DESIGN "AS BUILr BACKFLOW pREVEAaER MODIFIED WYE 43 1 N89*27'42"E NONE 105.11' 3+24 2 N49049'08"E 45 37.87' NONE 3 N00032'18"W 4+28 146.91' NONE 4 19040'00" 305.00' 104.69 52.87' 5 17020'07" 295.00' 89.25 1 44.97 6 1 02019'53" 295.00' 12.00' 6.00' 7 N00032#18 1) W 6+99 110.86' NONE 8 f N89*27'42"E NONE 223.85' 53 BLUE ASH LAHE & RED ASH COURT LOT NO. DESIGN "AS BUILr BACKFLOW pREVEAaER MODIFIED WYE 43 2+66 NONE NONE 44 3+24 NONE NONE 45 3+72 NONE NONE 46 4+28 NONE NONE 47 4+73 NONE NONE 48 5+37 NONE NONE 49 5+72 NONE NONE 50 6+46 NONE NONE 51 6+99 NONE NONE 52 1+63 NONE NONE 53 2+21 NONE NONE 54 2+65 NONE NONE 55 3+16 NONE NONE 56 3+12 NONE NONE 57 3+16 NONE NONE 58 3+02 NONE NONE 59 2+75 NONE NONE 60 5+42 NONE NONE 61 4+86 NONE NONE 62 4+31 NONE NONE 63 3+67 NONE NONE 64 3+27 NONE NONE 65 1 2+63 1 1 NONE NONE lc� D /VVNA&-4VVVVV%Alfv%Alvl~ DIAL TWO WORKI G BEFORE DAYS BEFOIRE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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. 1� �vlsslo*, ll:� 11, 1 cll� C-0 34 4 Lwq No.63494 01-1 Exp. 9,1-3509106 0I v I\V- OF CK — , _ / PLANNING 0 DESIGN E CONSTRUCTION 3536 CONCOURS, SUITE 220 ONTARIO, CALIFORNIA 91764-5592 909.581.0196 FAX 909.581.0192 m v*v.RrF.com CONSULTINE3 PREPARE[/JND E VI ON DATE:9-94-M/K A CITY OF FONT NA, CALIFOR'11A SEW R IMPROVEMENT PLANS DRAWN BY: B. B. --- --. BLUE ASH LMM & RED ASH COURT TRACT 13495-1 SCALE: l* 1 = 40' JOB NUMBER 15-100634 DESIGNED BY: B ;KED B R_J.B ---RICARDO A PROVED BY: )4104 DRAWNG NO 3518 2 RECORD DRAWING 04/08 C. HICKS RCE NO. 63494 EXP. 09-30-06 SANDOVAL R.C.E. 51152 DATE: E .0