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HomeMy WebLinkAbout2899-5.f 1 s 2 1 O JOSHUA CT. SEE RIGHT HEREON LACEBARK STREET SEWER CONSTRUCTION NOTES 31 INSTALL 8" EXTRA STRENGTH V.C.P.SEWER LINE 32 INSTALL 4" SEWER LATERAL & RESIDENTIAL CLEAN-OUT (COF 125) 33 INSTALL 48" I.D. MANHOLE (COF-112) 34 INSTALL 48 I.D. CUL-DE-SAC MANHOLE (COF-112&114) p 0 REV. 120 o DIAL TWO WORKING BEFORE 0� DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT LA TE DR SEE SHEET 2 PROFILE SCALE HORIZ: 1" 40' VERT: 1 " 4' 0 z LACE ARK S SEE LEFT HEREON L.ACcSARK SEE LEFT HEREON 235.52 L.F. EXTRA STRENGTH V 1 SCALE: 1"=40' 2 U D S Ln 0 O N : O.. L Z �S r7 N ® CENTERLPNE 235.52 L.F. EXTRA STRENGTH V,C,P SE ER 3 4 5 SEWER CENTERLINE DATA 0 DELTA/BRG RADIUS LENGTH TANGENT REMARK 1 A= 20'50'19" 600.00' 218.22' 110.33' " 2 NO 0'56'00"W C) 3 N00°56'00"W _¢ ........ 2+41 348 3+02 349 3+62 350 4+16 LLJ 4+61 Q Z 4+70 353 4+75 m...J- Quo 7, LLJ . ...:.J_O _ ......................... ,......... N NO O ........ , _ ,...JQ O. N O: Z 0— O 000 + o PROPOSED FS o co = 7048 @CENTERLINE I EXISTING SURFA + o E o ii : 1 s 2 1 O JOSHUA CT. SEE RIGHT HEREON LACEBARK STREET SEWER CONSTRUCTION NOTES 31 INSTALL 8" EXTRA STRENGTH V.C.P.SEWER LINE 32 INSTALL 4" SEWER LATERAL & RESIDENTIAL CLEAN-OUT (COF 125) 33 INSTALL 48" I.D. MANHOLE (COF-112) 34 INSTALL 48 I.D. CUL-DE-SAC MANHOLE (COF-112&114) p 0 REV. 120 o DIAL TWO WORKING BEFORE 0� DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT LA TE DR SEE SHEET 2 PROFILE SCALE HORIZ: 1" 40' VERT: 1 " 4' 0 z LACE ARK S SEE LEFT HEREON L.ACcSARK SEE LEFT HEREON 235.52 L.F. EXTRA STRENGTH V 1 SCALE: 1"=40' 2 U D S Ln 0 O N : O.. L Z �S r7 N ® CENTERLPNE 235.52 L.F. EXTRA STRENGTH V,C,P SE ER 3 4 5 SEWER CENTERLINE DATA 0 DELTA/BRG RADIUS LENGTH TANGENT REMARK 1 A= 20'50'19" 600.00' 218.22' 110.33' " 2 NO 0'56'00"W -- 239.52' -- " 3 N00°56'00"W -- 239.52' -- " J lmA T QRpfESS/pN C. ell No. 63494 Exp. Sept. 30, 2006 RELOR I DRI ING s� civic. �TFOF CAC�FENGINEER: ClAwn R JOSHUA COURT; TR. 16074 LOT N0. DESIGN "AS BUILT" BACKFLOW MODIFIED PREVENTER WYE 344 0+54 345 1+20 346 1+81 347 2+41 348 3+02 349 3+62 350 4+16 351 4+61 352 4+70 353 4+75 JOSHUA COURT; TR. 16074 LOT N0. DESIGN "AS BUILT" BACKFLOW MODIFIED PREVENTER WYE 354 4+72 355 4+57 356 4+25 357 3+63 358 2+93 359 2+43 360 1+83 361 1+23 362 0+65 ( l Ll (GATE) REVISION DESCRIPTION DATE ENG j. CITY DATE BENCH MARK: PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED Q ,o F E s s ioN EL = 1077.40 IMPROVEMENTS NOT COMMENCE WITHIN TWO o 9l SEWER PLANS FOR CHISELED BOX IN EASTERLY TOP YEARS OF THE DATE OF APPROVAL SHOWN ���` ����� R. T��� F� 27555 YNEZ ROAD, SUITE 400 TRACT 16074 CURB, TAMARIND AVE.; 60' SOUTH HEREON AND CARRIED FORTH INA 9� m 0 m 0 TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE: I OF TAMARIND CT., 500' SOUTH of DILIGENT MANNER, THE CITY ENGINEER No.43090 CONSULTING 909.676.8042 ■ FAX 909.676.7240 ■ www.RBF.com ORR LACEBARK ST. JOSHUA CT. AS SHOWN SLOVER MAY REQUIRE REVISIONS TO THE PLANS TO {x Exp. 3/31/04 STA. 0+00.00 TO STA. 0+00.00 TO JOB NUMBER s Q DESIGNED BY: �5-X0018% BRING THEM INTO CONFORMANCE WITH �a v 1 V � ORR 2+18'22 4+ys.o4 CONDITIONS AND STANDARDS IN EFFECT. TF OF C A�� DATE: (� ZL by PRO D B DRAWING' NO. 5 CHECKED BY MICHAEL A. TYLMAN RCE N0: 43090 EXP, 3-31-04 MATL' ` 1 20 A ING CITY -ENGINEER R.C. .51152 DA I E