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HomeMy WebLinkAbout5813-4* NOTE. - CONTRACTOR TO VERIFY ELEVATION & LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION & NOTIFY ENGINEER IF DIFFERENT THAN PLAN. 10+00 11 +00 I 3 P=1697.7 j =1697. 3 697.50 RIM 1691.70 IN j 1 C 692.70 INV 44' PR A AL 60 EY EA MENT 13' 13' 3228' I 1 C 692 20 22' 22' 1 III 1 IN V I 1697.2 4 696.06 RIM 8" SEWER II i �I �I 1 1/ 1690.40 INV �� I 1686.16 SWR TOP 10+00.00 PETRUS LANE= III I �I I GB 1687.16 SO BOT 21+40.04 MONTELENA ROAD I II - I I 18" SEWER I - w 9+95. 00 PETRUS LANE= I I I+ I' I .� I I 21+35.04 MONTELENA ROAD 10III MH No 7 �r _ _ _ 18 SO - PER CITY DWG NO 5768 „ I I I i� I , N89 36'47"E 153.00' 36 SO III I �jL 5 10+47.00 i � III l i -- REMOVE END PLUG AND I \I I "' III IIf I LIOr I 18 SD - JOIN EXIST 8" SEWER* I 4 1696.OS RIM PER CITY DWG NO 5768 � I 192 0. 47 INV MONTELENA ROAD =1 97.2 1 PER CITY DWG NO 5768 I 1C 69220 INV Pf A T EA M NT II I I I 1C 692.70 I INV II I 697 5G * NO TE: CONTRACTOR TO VERIFY ELEVATION & LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION & NOTIFY ENGINEER IF DIFFERENT THAN PLAN. TOLL FREE -qmmmw' DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 12+00 P,=1697. F=1,698.697. =16, 8. 692.90 INV V., INVU iINV o N o ,, 6 7 4 697.24 RIM P=1697.2 =1698.4 1691.60 IN GB 1688.33 SWR TOP 1689.33 SO BOT 13+00 14+00 --/ -r - - - - - - 10 �5 P=1698.9 14 " P=17 =�a-L 1698. P=1700. 3 699.80 R/M 1694.00 INV tf1693.901C 1C 695.00 lNV lNV PRI V T AtLE Y 1B EASE ENT ., INVU ��INV 13 o -- 12 =1699 5 698.30 RlM Cr) co P=1698.4 4 1692.70 INV c1q �o 18" SD ��m� r I IFALI _m "Ma VIINI , I /IV/ 101 3 1691.70 INV =1697.7 �O(� jl I I P=1697.7 I� - ---- REV I REVISION DESCRIPTION I ENGR. I DA TE I CITY I DATE P=1698. 5 I P=1699. 3 nz cn- 7- INV V T LEY EA NT 694.001C 1C�IA 4.8 /NV V 1.3' -03' 3 0✓'(J. tju rpry� Z VJJ.VV n/IV/ 98 L=169� 1693.00 /NV 92 89 J 1693.80 /NV ' 99 1697.7 94 �� 93 1699. =1699 88 L=1697. 7 P-1699. 0 P=1699. P=1699. 8 --\7- --- - PETRUS LANE PREPARED FOR: SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF LENNAR HOMES APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MAN980 MON TECI TO DRIVE, SUITE 302 NER, CORONA, SU THE CITY ENGINEER MAY REQUIRE 79 REVISIONS TO THE PLANS TO BRING (951) 817-3545 THEM INTO CONFORMANCE WITH FAX (951) 817-3650 STANDARDS IN EFFECT. 15+00 16 P=1700. 17 =1700.0 22 /N INV` l o ~ o Lr) 18 rid n P=1699. 8" WA TER -\- 1-9 _ 15 N89 36'47"E_ 14+65.39 2 8" SEWER II �MHNoS I I 1698.16 RIM II 1692.57 INV 1694.301 C INV4I Jr 85 rr" Z I =1699.3 I I ili 1B I I 1694.801C I I INV I I 86 87 =1699. I P=1699.8 11111 111 II11r, 20' 20' 30' 30' 60' 5T. EMIL ION WAY SEE SHEET NO 3 2 A � INT 15+87.98 PETRUS LANE= 13+37.50 SAINT EMILION WAY R3 8" WATER 33 PRIVATE SEWER NOTES: 1. VCP IS NOT TO BE INSTALLED UNDER OR THROUGH A STRUCTURAL FOUNDATION. 2. ALL PRI VA TE SEWER WORK SHALL BE IN ACCORDANCE WI TH THE LA TEST CPC 2016 EDI TION BASIS OF BEARING ENGINEERING J57 N. SHERIDAN STREET SUITE 117 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE o LAND PLANNING CORONA, CALIFORNIA 92880 114 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, TEL. (951) 279-1800 PER PARCEL MAP NO. 19434, P.M.B. 242197--98. SURVEYING FAX (951) 279-4380 BEING.- N003332"W Engineering, Inc. BENCH MARK: . v\ CAL TRANS BENCHMARK 18-17 `- 0810812019 BRASS DISK LOCATED /N S.C.E. TOWER LEG LOCATED 343' N/0 I-210, 0.2 MILES WEST OF SAN SEVA/NE ROAD. AMIR H. FALLAHI , RCE 55534 DA TE ELEVA T/ON=1428.609 PROFILE SCALE HORZ.• 1" = 40' VERT 1 " = 4' PUBLIC CONSTRUCTION NOTES O1 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN lA CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LATERAL PER CITY STD. DWG. NO. 2005 2O CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001 4O CONSTRUCT SEWER CLEANOUT PER CITY STD. DWG. NO. 2005 5O REMOVE PLUG & JOIN 8" SEWER PRIVATE CONSTRUCTION NO TES 1B CONSTRUCT 6" VCP SEWER PIPE 1C CONSTRUCT 4" VCP SEWER LATERAL WITH PLUG O3 CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY STD. DWG. NO. 2004 %RpFESS/ONE No. 55534 m DESIGNED BY.• Exp. 12/31 /19 * JS civic- 9TFOF DRAWN BY.• UN, L�F BM CHECKED B Y.- AF r SCALE I "40' 0 40 80 120 160 CITY OF FONTANA, CALIFORNIA ON -SITE SEWER IMPROVEMENT PLAN SCALE: TRACT NO.202I4-4 AS NOTED 3 SUMMIT AT ROSENA DATE: PETRUS LANE AUGUST 2019 APPROVED DRAWING N0: ���2s�Q►'E 8/22/19 4 CITY ENGINEER RCE 51152 5813 4 0