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HomeMy WebLinkAbout3518-817 1+25.29 12" SEWER XING J6" RCP SO �+1&00 12 SEWER XING 8" : L J6' RCP SO SCOTCH PINE WAY 107 108 PER D WG. SEE SHEET 7 106 NO. J519 (�Ho:_ D9 (�ED 18 19 112' 2011 J��' 105 1 12'1 103 104 1050.0 Q �0_ 1 Q?10 . 3�) Q �0_ 5 Q?L92�) 5' --)2+40.73 REd CEDAR COURT 1 " WATER SER CE (TYP. ,4 ,111+oaoo TCH PINE WAY MH NO. 7 8" WA TER R/W B Y 0 THERS 1+00.00 RED CEDAR COURT JUNEBERY LANE MH NO. 6 4 5 -- -------------- a - - .... . ..... . . ....... - - ------ �, ------- --- - ---- ----- ...... ---------- ------ ......... - ----- — J 1 .. .......... . ..... . ......... . .... --------- 7=-_= ..... ........ ............... 'Ji:: Z k- 'A =3=7t=, -=14Z=-11 1�, I r= .... . ...... . ..... .. ..... . ; PROFILE SCALE ------------------------- ------- . . . ......... - - - --- -------- ---- - - - --- ------ ----- ct) L -j ---------- --- --------. . ....... 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I - - -- t::: Z ik ---------- r —4 -------- 1_1.1q- . . .... - _7, =t . . :4 ... .... ......... ..... . ............. zi ... ... . ... . . ....... k� . ....... - ------- z P= ---------------L-�7-4, f=l� ---------- .... . ... . . . =Z=, _�4 :77= ..... ............. ... ---:k-- .... .... --------- k ----- - -- - ---- --- --------- --- 777777= E.Ef i=zj-,.=: z .... ...... 3- 7_ ......... .. ..... . . ��'7771::i:­.:��,7­11 ----- Z - "i ... ............. - - --------------- ....... . ...... .... ........... :=a 17 1+25.29 12" SEWER XING J6" RCP SO �+1&00 12 SEWER XING 8" : L J6' RCP SO SCOTCH PINE WAY 107 108 PER D WG. SEE SHEET 7 106 NO. J519 (�Ho:_ D9 (�ED 18 19 112' 2011 J��' 105 1 12'1 103 104 1050.0 Q �0_ 1 Q?10 . 3�) Q �0_ 5 Q?L92�) 5' --)2+40.73 REd CEDAR COURT 1 " WATER SER CE (TYP. ,4 ,111+oaoo TCH PINE WAY MH NO. 7 8" WA TER R/W B Y 0 THERS 1+00.00 RED CEDAR COURT JUNEBERY LANE MH NO. 6 4 5 RED CEDAR COURT IBENCH MARK: 109 5+4275 RED CEDAR COURT C MH NO. 8 110 (iEl) 40' 30' 20' 10' 0' 40' 80, F7_9 --- F, - ­MMIMMMM7 GRAPHIC SCALE. 1"=40' 12\ ®r DATE: MATTHEW C. HICKS c RCE NO, 63494 EXP. 09-30-08 OF C SEVIER COHSTRUCTION NOTES INSTALL 8" EXTRA STRENGTH VCP SEWER LINE INSTALL 12" EXTRA STRENGTH VCP SEWER LINE INSTALL 4" SEWER LATERML & RESIDENTIAL CLEAN-OUT PER CITY OF FONTANA STO 125 INSTALL 48" I.D. MANHOLE PER CITY OF FONTANA STO 112 LINEICURVE DATA TABLE BEARINGIDEL TA RADIUS LENGTH TANGENT 1 N89*04'00"E 14a 7j' Lo i I LOT NO. _. — — — . — I '­ - I - — 1 1 NONE t Z) CN , .or I - - - - - - - r, co 2 1+88 NONE NONE 10i Q) ct) L -j (v 104 J+62 NONE NONE 105 4+04 NONE NONE 106 4+62 NONE NONE 107 2+71.23 NONE R1W_1 108 5+28 NONE NONE 8" W4 TER 24" RCP SD 8" SE WER G NONE 110 5+ij 3 NO B Y THERS \t/ NONE NONE 112 1- WATER SERWI (TYP.) NONE 118 117 116 115 114 113 112 ill NONE 115 J+26 NONE NONE 116 2+68 NONE JUNEBERRY LANE 2+26 NONE NONE 1+ 68 NONE SEE SHEET 7 RED CEDAR COURT IBENCH MARK: 109 5+4275 RED CEDAR COURT C MH NO. 8 110 (iEl) 40' 30' 20' 10' 0' 40' 80, F7_9 --- F, - ­MMIMMMM7 GRAPHIC SCALE. 1"=40' 12\ ®r DATE: MATTHEW C. HICKS c RCE NO, 63494 EXP. 09-30-08 OF C SEVIER COHSTRUCTION NOTES INSTALL 8" EXTRA STRENGTH VCP SEWER LINE INSTALL 12" EXTRA STRENGTH VCP SEWER LINE INSTALL 4" SEWER LATERML & RESIDENTIAL CLEAN-OUT PER CITY OF FONTANA STO 125 INSTALL 48" I.D. MANHOLE PER CITY OF FONTANA STO 112 LINEICURVE DATA TABLE BEARINGIDEL TA RADIUS LENGTH TANGENT 1 N89*04'00"E 14a 7j' EL = 1077.40 CHISELED BOX IN EASTERLY TOP CURB, TAMARIND AVE.; 60' SOUTH OF TAMARIND CT., 500' SOUTH OF SLOVER RED CEDAR COURT REV. LOT NO. DESIGN BACKFLOW -As Bar pREVENTER MODIFIED WYE 17 1+05 NONE NONE 18 1+jo NONE NONE 19 1+88 NONE NONE 10i J+04 NONE NONE 104 J+62 NONE NONE 105 4+04 NONE NONE 106 4+62 NONE NONE 107 5+04 NONE NONE 108 5+28 NONE NONE 109 5+38 NONE NONE 110 5+ij NONE NO ill 5+23 NONE NONE 112 4+68 NONE NONE 113 4+26 NONE NONE 114 3+68 NONE NONE 115 J+26 NONE NONE 116 2+68 NONE NONE 117 2+26 NONE NONE 1+ 68 NONE NONE EL = 1077.40 CHISELED BOX IN EASTERLY TOP CURB, TAMARIND AVE.; 60' SOUTH OF TAMARIND CT., 500' SOUTH OF SLOVER D 1VVVVVVVV.%WAAAW~ DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDER GROUND 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� 1�4 U. C) CM 63494 Iclj_- Exp. 9/3 0 7/ 0 V 0 C k PLANNING E DESIGN E CONSTRUCTION 3536 CONCOURS, SUITE 220 ONTARIO, CALIFORNIA 91764-5592 909.581.0196 - FAX 909.581.0192 w www.RBF.com CONSULTINE3 PRE ARE UN THE UP R SI OF: DATE:z_0_0� MATMEW C. HICKS RCE NO. 63494 EXP. 09-30-06 CITY OF FONTANA, CALIFORMA IR SEWER IrTROVEMENT PLANS DRAWN BY: B.B. A RED CEDAR COURT TRACT 1-65405-1 SCALE: 1"= 40' JOB NUMBER 15-100634 BASIS OF BEARING& THE BEARINGS HEREON ARE BASED ON THE CENTERLINE OF JURUPA AVENUE SHOVM AS NORTH 89*04'00" EAST PER PARCEL MAP NO. 16074 P.M.B. 278/78-92. DISIGNED BY: B.r.:1,k C[JEQKED -A K -0—w R J. . APPROVED BY: �1410 DRAWING NO .8 3518 2 -A /2\ RECORD DRAWING 04/08 kflk I RICARDO SANDOVAL R.C.E. 51152 DATE: E 0- D D