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HomeMy WebLinkAbout3518-1023 QL50 -_I E LACEE S: UNDERWOOD DRIVE SEE SHEET 3 ----------- ------------ - =1=7 r T I 24 25 26 27 28 29 30 31 32 —1c,", Z, 1+25 -- ---- ------ q= ----- -- --- ::::J- --- --- i --------- -- 77 ------ —4 --------- 11 NONE .......... . . - ------- - T -11--l- =4=�z 11=111, �­­-­--­­` ------------ - - - --- --- i . . .. ..... PROFILE -------- -7- SCALE =El-Z--­,*--- =:T- --T --T---T— 2+80 NONE NONE 4 . ..... . - - - - - - .......... ......... . .... NONE 29 .......... NONE NONE 30 4+22 NONE VERT. 1 4! �7= . . . . . . ... ... . . . ... ......... =J"= . .......................... . Z-, 5+26 1+00.00 SASSAFRAS COURT ........ .. . .. ..... ...... ..... . ... . ....... ....... . . ... 5+65 NONE ZE 34 5+30 NONE NONE 35 5+16 41 2+37.73 -ACEBARK STREET MH NO. 22 3+70.00 SSAFRAS COURI D4 —,. 4+68 1' WATER SERWCE NONE Al- 4+15 ---- - - J, 38 3+44 NONE NONE ---------- �SMT. 77, t------- ------J:--- tz 40 (TYP.) Z 2 41 5 NONE NONE 42 loop .......... ®R RIW ­� �7­7­ ck: -------- ---- ---- - ------- . . =l . . . .......... ......... . its 3 e cc 4 . . . . . ......... Ln A ---LT 'co .4. = -- - - ------- - -------- --z — —3 Z - --------------- - (6) E) 6 ­L—Z :=J­::=t­--­ 7=11 ------- I v TYP 357 RIW -0 - ------- Lu 0 ------------ - --- - -- ---- ........... .............. ...... . . ......... BY 07HERS ....... .... HED45 42 41 40 39 38 37 - 7-72 ......... .. ­­ -------- 77 r =4=7 7! '7 EXISTlff0' = ------ . . ...... : — --- ---------- -- .. . .. . ..... I ---- -- t-- =41 -7 —3 N." cr --- 4 -j------- 4 ------- ........ ... . .......... 1 ......... :7Z 7f 7=t7777t7777�-ItS -7 j,- (-7 -- ------ ---- - =­zz:4:�,-, . . . .......... A"" 1+00.00 ERWOOD DRIVE ----------- IARK ST EET K � MH NO. 24 iF Z,­--�--­-­----,==:j 7- tl�N z 3 nc: 7---- s, ::4=:: ------ 4— _zzl 35 34 .... . ...... ----- ------ ----- ---------- + . ...... -------------- =;7- -------- 1-77:71= . .. . ....... . -T, xz ..... ..... ... 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SePt 30, 2008 MATTN'EW C. HICKS civi -30-08 RCE NO. 63494 EXP. 09 0 F C tc) cc �ft /Z (0 T UNDWOEMWOOD DRIVE Cc I-. DATE: 40' 30' 20' 10' 0' 40' 80, GRAPHIC SCALE. 1"=40' SEVIER CONSTRUCTION NOTES_ (�) INSTALL 12" EXTRA STRENGTH VCP SEWER LINE INSTALL 4" SEWER LATERAL & RESIDENTIAL CLEAN—OUT PER CITY OF FONTANA STD 125 INSTALL 48" I.D. MANHOLE PER CITY OF FONTANA STD 112 LlIVEICURVE DATA TABLE 1 24 25 26 27 28 29 30 31 32 33 1+25 2 70. 00' NONE 2 1 NONE 2 70. 00' 1 D50. 0 2+22 NONE NONE 27 2+80 NONE NONE 28 3+22 NONE NONE 29 3+80 NONE NONE 30 4+22 NONE 12' 22'1 1221 NONE 12'1 32 5+26 1+00.00 SASSAFRAS COURT NONE 33 5+65 NONE ZE 34 5+30 NONE NONE 35 5+16 41 2+37.73 -ACEBARK STREET MH NO. 22 3+70.00 SSAFRAS COURI D4 —,. 4+68 1' WATER SERWCE NONE cl:� �w— 4+15 NONE J, 38 3+44 NONE NONE SD �SMT. I 1 q MH NO. 23 40 (TYP.) NONE 2 41 5 NONE NONE 42 loop NONE ®R RIW ck: 3 e cc 4 OF Lu Ln A ---LT 'co .4. = — —3 (6) E) 6 I v TYP 357 RIW 8" WA TER Lu 0 BY 07HERS 42 41 40 39 38 37 - 36 6+40. 00 SJSSAFRAS COURT 1+00.00 ERWOOD DRIVE IARK ST EET � MH NO. 24 E SHEET 9 35 34 Lc7mft 4!M Mir 10 16 , j- 0 1� I - I Am IBENCH MARK: C. cn No. 63494 ExP. SePt 30, 2008 MATTN'EW C. HICKS civi -30-08 RCE NO. 63494 EXP. 09 0 F C tc) cc �ft /Z (0 T UNDWOEMWOOD DRIVE Cc I-. DATE: 40' 30' 20' 10' 0' 40' 80, GRAPHIC SCALE. 1"=40' SEVIER CONSTRUCTION NOTES_ (�) INSTALL 12" EXTRA STRENGTH VCP SEWER LINE INSTALL 4" SEWER LATERAL & RESIDENTIAL CLEAN—OUT PER CITY OF FONTANA STD 125 INSTALL 48" I.D. MANHOLE PER CITY OF FONTANA STD 112 LlIVEICURVE DATA TABLE �g 13EARINGIDEL TA RADIUS LENGTH TANGENT 1 NOO'J2'18"W 1+25 2 70. 00' NONE 2 NOO*,32'18"W NONE 2 70. 00' 26 EL = 1077.40 CHISELED BOX IN EASTERLY TOP CURB, TAMARIND AVE.; 60' SOUTH OF TAMARIND CT., 500' SOUTH OF SLOVER SASSAFRAS COURT REV. LOT NO. DESIGN "AS BulLr gAcKFLOw PREVENTER M oDIFIED wyE 24 1+25 NONE NONE 25 1+80 NONE NONE 26 2+22 NONE NONE 27 2+80 NONE NONE 28 3+22 NONE NONE 29 3+80 NONE NONE 30 4+22 NONE NONE 31 4+75 NONE NONE 32 5+26 NONE NONE 33 5+65 NONE NONE 34 5+30 NONE NONE 35 5+16 NONE NONE 36 4+68 NONE NONE 37 4+15 NONE NONE 38 3+44 NONE NONE 39 3+02 NONE NONE 40 2+44 NONE NONE 41 2+02 NONE NONE 42 1+44 NONE NONE EL = 1077.40 CHISELED BOX IN EASTERLY TOP CURB, TAMARIND AVE.; 60' SOUTH OF TAMARIND CT., 500' SOUTH OF SLOVER D DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU D TOLL FREE - "N��i-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. ESSIO* C. u, zr- C-0 r" uj No.63494 Exp.9/30/06 ll�l CIVIV 4r OF rk PLANNING N DESIGN E CONSTRUCTION 3536 CONCOURS, SUITE 220 Lj ONTARIO, CALIFORNIA 91764-5592 909.581.0196 - FAX 909.581.0192 - www.RBF.com 0 CONSULTIN(3 PREPARE N T F: DATE: C. &F HICKS RCE NO. 63494 EXP. 09-30-06 CITY OF FORIMOTANA, CRALIF0 RP111 A SEWER IMPROVEIMNEIN'T PLANS DRAWN BY: B.B. SASSAFRAS COURT DESIGNED BY- TRACT 16495-1 SCALE: 1 40' 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. JOB NUMBER 15-100534 B APPROVE C KED B -n� D BY: t-4� F311 R-J.B F lf-�;01� RICARDO SANDOVAL R.C.E. 51152 DATE: DRAWNG NO. 3518 . /'Z\ . RECORDDRAWING 04/08 E C)