Loading...
HomeMy WebLinkAbout3515-5nA TRACT NO. 16427-3 LOT DES/GN AS -BUILT BACKFLOW 77 11+40 m NO 76 lz"-f 4;§ 1l 93 NO 75 12+65 76 + 75 NO 74' z-r�-r-6-7- 13-t-2-5 YES 73 13+89 m2 LO NO 72 4.4+-95- 14t51 NO 71 .1,� 15 4-ro-7 NO 70 .15+84 J NO 58 14+82 NO 57 1 4429- 1 13 t 83 NO 56 1 13+35 I YES TRACT NO. 16427-4 ®LOT DESIGN AS -BUILT BACKFLOW 43 17+24 NO 44 464-7-3; 16 t 31 NO CONSTRUCTION NOTES: 1D- INSTALL 8" EXTRA STRENGTH V.C.P. SEWER. _ CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (0=48'). O— INSTALL BACKFLOW DEVICE, 4O— INSTALL 4" V. C.P. SEWER LATERAL CITY OF FONTANA STD. DWG. NO. 125. i LOST HORSE DRIVE SEE SH T. 4 35 55 20 = ; S' 20 10+00.00 cl INT.DOBBS PEAK LA =12+44.08 LOST HORSE DR 33 10+00.00 cl M.H. I =12+40.69 LOST HORSE DR 42 43 j LO I PROP. R W I W Il 32 t OI 4 LOST HORSE DRIVE SEE SH T. 4 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PROP. )q/W- 4 77 REVISION DESCRIPTION XE0090 DW&. PVK TlrAcr 164Z7 - MOUNT ISLIP PLACE SEE SHT. 7 5' P. U. E.I 14 ) S' P. U. E. 3.5' 2J.,5'1 - 56 3.a56 0 4 zl � BF NMI DID CLEC HORN COURT SEE SH T. 7 5' P. U. E. 14 ( 5' P. U. E. TRA C T NO. 16427-3 3 51 1 23. 18' 18X y I 70 57 58 I 4 4 4 I F a LO ' �o I Zi°' PROP. 8" WATER �� U m BFAs 4 4 d 4 74 73 72 TRACT NO. 16427- 44 43 4 4 Z73 Q m 11 4 cv 0 76 + 75 mo U N N O A O 2 �o m2 LO � O N II DID CLEC HORN COURT SEE SH T. 7 5' P. U. E. 14 ( 5' P. U. E. TRA C T NO. 16427-3 3 51 1 23. 18' 18X y I 70 57 58 I 4 4 4 I F a LO ' �o I Zi°' PROP. 8" WATER �� U m BFAs 4 4 d 4 74 73 72 TRACT NO. 16427- 44 43 4 4 Z73 Q BIG PINE DRIVE SEE SH T. 6 4 N o � o) 5' ►7W 41 II Q V 42 m 11 WHO N �_ o,z C BIG PINE DRIVE SEE SH T. 6 4 N o � o) 5' ►7W 41 II Q V 42 WHO N �_ o,z C � m2 LO m( C v OU O ap Odj C) L s V 71 J U N� ^� DATE ENGR. I 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. S-ECOR® DFjAWIi�ia THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN C PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE BENCH MARK: # 8-17 BASIS OF BEARINGS:RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH CALTRANS BENCHMARK #8-17. A THE BASIS OF BEARINGS FOR THIS MAP HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS IZ BRASS CAP IN THE Col BASE OF IS THE CL OF LYTL,E CREEK RD. A RESULT THEREOF. < THE, SOUTH LEG OF AN SCE TOWER SHOWN AS N00' 12 35 E ON REeORD 343 NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP FILED IN © C OF SAN SEVA/NE RD., 2.6 M/ WEST R.S.B. 111/99-103 OF SIERRA AVE." ELEVATION: 1428.609 Q c Prepared Under The Supervision Of : C I Y 0 F FONTANA, CALIFORNIA QM PREPARED IN THE OFFICE OF C L' jwq Gti MADOLE AND DH ASSOCIATES, EECIA STS, 1INC. DRAWN BY: SEWER IMPROVEMENT PLANS e 3 No. 36637 c� RANCHO CUCAMO GA, CA 91730 TRACT NO. 16427—J SCALE: PHONE 1 948-1311 RK p� AS SHOWN Expl 06-30-04 ,� DESIGNED BY: OC 1 427-4 DATE: G EF DOBE EA LANE JUNE 2003 C gTFO�CCIVFO�� Date 2 CHECKED APPR hD BY: / DRAWING NO.: 5 e R.C.E. 36637 EXP. 06-30- 4 3515 1 Jc W/ C ENGINEE R.C.E. 51152 DA E J:\126-1769\sewer\sew05.dwa. 02/18/200412:27:31 PM, DM