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HomeMy WebLinkAbout5813-2* NOTE. - CONTRACTOR TO VERIFY ELEVATION & LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION & NOTIFY ENGINEER IF DIFFERENT THAN PLAN. 11 +00 12+00 13+00 14+00 15+00 II P-1687.4 =1687.4 P=1688.E P=1688. II RI VAT LEY RIVAT II 68 3 1687.20 RlM ASEM N 7� 74 3 1688.40 RIM rJASEM N I = 68 1681.40 INV -1688 1682.60 IN L iC 682.40 I lNV 44 60' I 1 C 1681.90 INV 32 28' II 13' 13' 22' 22' I 67 / =1686. 4 685.72 RIM III j I 1680.17 /NV I I � 'III III I GB 1676.93 SO zk1 I � � /N T y „ 11+68.26 STAGS LEAP LANE= w8 SEWER II I - w 18+02.54 MONTELENA ROAD - =„1 IJ.L 11+63.26 STAGS LEAP LANE= -- III 'r�i' /I I I T N897647"E 110.99' 17+97.54 MONTELENA ROAD I III �MHNo6 r PER CITY DWG NO 5768 <� 1 I I -$ - 18" SD 8" SEWER -� i I I I I l i I I P=168 4 685.58 RIM 1679.97 /NV 12+15.15I» II II 5 REMOVE END PLUG AND 36 SD 1681 80 =1687.4 - r-1682.40 ,C ,C 683.60 INV IN V 44' 1 C 1683.10 IN V 13' 13' 1A 1681.90 @ o lNV 73 2 1688. 4 N 7=686.88 RIM lA o Q n P=1686. 9 1681.37 /NV o Ln r, ca� I o c - 1677.39 SWR TOP J GB 24" SD 1678.39 SO BOT ; 18 SD 14 --- 1 N897647"E 223.86' - y I '17 Q 7N � o JOIN EXIST 8 SEWER* I. I I I I I I PER CITY DWG NO 5768 �'10NTELENA I I II PER CITY DWC NO 5 68 I i I �T I 1, 1 C ��� I VA TE AU PAT SS EN 13' 44 ' 13' 11 11 I I I I C 682.30 lNV I I I I 65 3 P-1687. 1687.10 R/M 1681.30 /NV * NOTE - CONTRACTOR TO VERIFY ELEVATION & 1 LOCATION OF EXISTING UTILITIES PRIOR TO - - - -\T CONSTRUCTION & NOTIFY ENGINEER IF DIFFERENT THAN PLAN, Q O TOLL FREE -qmmmw' DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT N o 1A 13+26.14 2 18" SO - MH No 1 4 686.86 RIM 60 1681.27 /N V �8 �� 0 1 C=168817� II 1C 1683.10 13' 686.8t/NV 13' PRIV ALLEY ENT14_ 1B r LEY 77 =1688. 16+00 --- 87 -- ---82- P=1689.7=1689.7 80 " RI VA T =1689• Q168J. 1689.50 RIM SEME70 /NV Figv+ V7 �� ■���� • g � i�- 178 =, 689 4 687.99 RIM =1688.1 1682.47 /NV GB 1678.50 SW? TOP 1 1679.50 SO BO T VI 17+00 18+ 00 PUBLIC CONSTRUCTION NOTES PROFILE SCALE HORZ.• 1" = 40' VERT 1 " = 4' _ _ I Ol CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN Y SEE SHEETT NO 3 SAINT EH N WAY lA CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LATERAL PER CITY STD. DWG. NO. 2005 ^� O 8 I I 60 2O CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001 P=16 9.7I I 30' 30' 20' 20' 4O CONSTRUCT SEWER CLEANOUT PER CITY STD. DWG. NO. 2005 /N L.10 1C i �T �� 5O REMOVE PLUG & JOIN 8" SEWER '4.10 1 C IN V oII V%,:r5 I1OT o �nr� IRK OP=1689.2 (' + U"' 8" WA TER / co ;_ ssm mm o 40 18" SD - -=-5'1-=N8936'47"E ==-169 ME IN V 55 - - 17 1 18" SO �I N89 3647"E 201.24' _ - - 18" SD - 15+50.00 2 �MHNo2 N 54 4 687.94 RIM N `'' L' 1� P=168 . 1682.37 /NV o 1A II 1C 1684.10 �' S IN 13' /3' - P=1 PR"IV ALLEY 1B AS MEN 44' p- LAVA rI I; :: • n ,: ,• I:: I �P=1689*1 ©168J,,• mumr.: 5TAG-1:5 LEAP LANE ------- =1 REV. I REVISION DESCRIPTION I ENGR. I DA TE I CITY I DATE 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 MANNER, CORONA, 980 MON TECI TO DRIVE, SUITE 302 , SU SU THE CITY ENGINEER MAY REQUIRE CA 92879 REVISIONS TO THE PLANS TO BRING (951) 817-3545 THEM INTO CONFORMANCE WITH FAX (951) 817-3650 STANDARDS IN EFFECT. IN V m 15' 3-9 18" SO 8" WATER yJ � INT 17+56.24 STAGS LEAP LANE= 10+00.00 ST. EMILION WAY 17+51.24 STAGS LEAP LANE= q 9+95.00 ST EMILION WAY � MH No 3 PRIVATE SEWER NOTES: 45 1. VCP IS NOT TO BE INSTALLED UNDER OR THROUGH A STRUCTURAL FOUNDATION. - 2. ALL PRI VA TE SEWER WORK SHALL BE IN ACCORDANCE W1 TH THE LA TEST CPC 2016 EDI TION BASIS Of BEARING ENGINEERING 357 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. SURVEY/NC 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 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/pN� y�\� H • FA<<9 F�� DESIGNED BY.• No. 55534 m Exp. 12/31 /19 * JS DRAWN B Y.• C101 9TFOF UN, L�F BM CHECKED B Y.- AF Q 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 DA TE STACS LEA`` P'� -�LANE AUGUST 2019 APPROVED B : �d"«%f'�94'' 8/22/19 DRAWING NO. 2 UA TE 5813 CITY ENGINEER RCE 51152 4 0