Loading...
HomeMy WebLinkAbout3248-4c 0 LLJ C) CD Ld n U) C) d- _6 (D LL_ Ld L) x x i =3 1 x E 0 LL_ LU Of x E c> C> C14 C) n 0 U) I ­Tb --WA IS -TE CONSTRUCTION NOTES: _A -A 1435.28± T 'EL.; jQP 1 -SfL-.0 S-1 I143516 I± TOP EL. CONSTRUCT SANITARY SEWER MANHOLE PER CITY OF IFONTANA STD. DETAIL 112. IT HIM EL 1432.1 0 I�l 5/8" ACP WATER Il-35lL,70±--T0P--EL.-- . INSTALL 15" DIAMETER EXTRA STRENGTH V.C.P. SEWER IISTA 0 II02' H +1 ism PER DETAIL 2 ON SHEET 3 101 IIIIRM FL 11 427.37 S _C.P� WAT INSTALL 4!' DIAMETER EXTRA STRENGTH V.C.P. SEWER 7MH PROR GROUND qO ST Or+2G 1435i28±, TOP EL. IPER DETAIL 2 ON SHEET 3 t t Ir -2 LF to DU R' L �itvvtK' ELI ICONC. "ENO. �E --j----4EXfS-T .. ... SbWER­---MAN-H0L INSTALL SEWER LATERAL CLEANOUT PER CITY OF LO, IFONTANA STD. DETAIL 125. SEE DETAIL 1 ON SHEET 3 -zr) i 1 A I I RIM EL lj424.38± 1 IIII DE. it IIWATFR SERVICL -LATERAL 4 I2, *BACKFLOW PREVENTION DEVICE REQUIRED, T I7 ------- INSTALL BY HOME OWNER. W II -S Lu, *SEE SEWER MANHOLE ECCENTRIC ER1 ti 7 NAT! E�RVIPE--,�ATERAL` Ir4v CONE DETAIL 5 ON SHEET 3 IIIIIIIj I I -ST -11 IR :SIA 40+75.00 �(PE I FIRE STATION T" NO' 276� IDV�G Lo. A2 HEMUYE EX15T. I I t�t SEWER APN 0228-151-07-0000 j I+ U`G-AND,_-00.NN`ECT IIAPN 0228-151-06-0000 TO, PROPOSIE;D SM I7084 CITRUS AVE. II> - w O� I-VERIFFY IAPN 0228-151-05-0000 ,S='0.021 LJO _CAT I 0 N,' A N'D It L E�AT fO N II -Z I7066 CITRUS AVE. IIST PRIOR TO' ART OF ­­-CONSTRUCTI APN 0228-151-04-0000 I1-03-0000 IIPROP. 78 D. !ON EAS -IDE1 OR PROPUbw byVER1 LLJ M U) I If IL SEE iSHEL7 TO lil ON STORM QR I DWG �32 4j9 7 I L V z li 99 III> 00 I14 A 4 f-% A APN 0228-151 -01 -0000 I -T 0 V) IIAPN 0240-021-15-0000 III> 7 Iz I co z IIAPN 0240-021-16-0000 NS-T-ROC-TT-1-8--l-.-6,41--"LF-- -OF-�--l-5,----E�'-X-T-RA---S-T--RE-NG-T- -R t n �__C, 0 N 8TRjU aT-- -3- 5;0---i-LF-i;--0 Fj ST EN 01 II1.0 I1 7.8341" LF qF EXIST. EXTRA II--- STR APN 0240-021-18 0000 Iy 7047 CITRUS AVE., J IC ICONSTRUC II IQF 11 + 4- ISTRENGTH V. C. HORIZONTAL 1 40 u It ER' w-! L II7' 4f IIT IS CONTRACTORS RESPONSIBILITY TO ADJUST I ALS TO AVOID CONFLICT 9+00 10+00 11+00 12+00 13+00 14+00 15+.00 WITH ANY EXISTING/ PROPOSED UTILITY LINES PER NOT CON5TRUCTE Tt4E-5C-____LNTEl2lSI.L5 MOT COWSTPUCT�_:0 CITY, COUNTY AND STATE STANDARD REQUIREMENTS.CHASE:- ROAD 1, 65 65 64 @ 64 @ m < z z af af 00 LU IC? Z < I_11j 04 0 ICL 7) -Er- j C-4 04 ILL Ld 0 0 4 do I Ld IIx LL. V) U) 4 < Ir IUj Uj U) r f 0 POTHOLE LOCATIONS NOTE: ALL POTHOLES ARE LOCATED AT STREET STA. 71+00± (SEE PLAN FOR CLARITY) UTILITIES ARE NOT SHOWN ON EXACT LOCATION ON PROFILE. 21 3/8" WATER 1.6" ACP WATERc:) I+ U-) U) I(D b < IC%4 C4 w U) I-68- lZ8'21"' Ill 64 6 11 AS—BUILT DESIGN STATION STATION SEWER LATERAL TABLE INVERT @ PROP. R/W A LENGTH 10+14.12 F 62.74 1424.20 6 12+17.36 1426.07 6 12+97.36 1427.83 65 13+70.43 1429.18 65 113+80.431 1429.37 �6 64 64 @ 64 U-1 64 > z z z U) z LU 0 Z Uj (O Uj C�o Z Uj (O F - Uj n z UJI (0 F-_ x- ( I'll - _00 LLJ r�, Z�- Ld - K) F - af 04 15 00 =j 15-1 < 15 a:/ cq VJ 0 00 -0 f- N af + N + UJI X C4 + pi w + Uj --[L JX 0 T- tij LLI F- LLI CL C14 U) U) ell F- x LLJ I 0 POTHOLE LOCATIONS NOTE: ALL POTHOLES ARE LOCATED AT STREET STA. 71+00± (SEE PLAN FOR CLARITY) UTILITIES ARE NOT SHOWN ON EXACT LOCATION ON PROFILE. 21 3/8" WATER 1.6" ACP WATERc:) I+ U-) U) I(D b < IC%4 C4 w U) I-68- lZ8'21"' Ill 64 6 11 AS—BUILT DESIGN STATION STATION SEWER LATERAL TABLE INVERT @ PROP. R/W A LENGTH 10+14.12 1421.19 62.74 1424.20 6 12+17.36 1426.07 61.50' 12+97.36 1427.83 61.50 11 13+70.43 1429.18 42.50' 113+80.431 1429.37 61.50 1 W. 0 i LO _+_00 U_ U U -12 0 1 LO 1 4zF0 t V) Lc) LO U') L z IIIw I6 Ill I03 II'EWER MH > z IF 39 Iz +55.17 PER' --1 Ui -C,4 LLJ _04 :D < z 0 SEW ElRJ� IMPROVEMENT 'PLANS > Lu > 00 @ Ld % t z z z w c Ld Z" ICL 0 uj� /MSL ENGINEERING, 1999 Ln 0 0 > Fe �,> / . I -ld I4" GAS 0 0 Uj r�, Ld LLI to Uj 0 2' le 0 N + e > DWG. 0. 2764 11 ! > I Z41-.: 00 w V) ...... C-4 ci >� m _ z CIA im < LU — -r, 3 t Q ri. 0 C3 Uj 0)0 la- I 0 N Z < 2 x 7 00 I _j I ILd a- + x wi� m, . I_ 0 V) Ln X� -�SHEE ,�_OF 3 — �t L 1-: %Z� 2wv) 0 LO 0 4) La U% Ld LLJ Z Z Ld LLI CC) 0 w Uj r_ to U') 00 cq cn cn + 4.� LLI OD 0 0 cIq (n 04 3: 0) 6 3/8" WATER N�ll cq n + Ln N Uj w U-1 IV) w 0 04 + 60 NII -1 UJI 0 V) 0200 :Z� 0 r cy < cn Lf) 0 (3 Ld c� 0 00 F--; = w u):2 0 cn x (0 W 3: + I'd- Lu id (n ,d. x Uj 3i., 66 V) cn 0 < 11 ELEC. CONDUIT + :2 im :2 �— 0 64 U) (D It (n V) 17�_ V) U) Z" x co Li 60 60 G5 4- 65 40 20 0 40 80 ;�_ ED I -- OT _C0 KST R Ll C T ED 11 (Si 66 64 RECOQD DRA.WIWG ITRUS AVENU SCALE IN FEET IREV. REVISION DESCRIPTION DATE ENGR. CITY DATE CITY OF FONTANA, CALIFORNIA 12GCORD D\\tG Ck&KlG%I58 8/9/0& P30 vim L= SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITRUS AVENUE, SEWER IMPROVEMENT A.IDDE 0 2 SWR LTE JZS AUD DF-LETE D G 11331 WEST SIXTH STREET, ONTARIO, CA 91762 FOR BENCHMARK AND COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN (909) 933-5225, (909) 933-5228 'FAX DRAWN BY' 0z SEWER PLAN & PROFILE SCALE: A&NAtVWWVVVWWWWVV'% /WWWWVVVWWWWV%A NO- 421 1 0 z m it BASIS OF BEARINGS, HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY 2 Prepared Under The Supervision Of RA 1 =40' DIAL ip - CITRUS AVENUE TWO WORKING Exp.03-31-06 DESIGNED BY. DATE: SEE SHEET I BEFORE DAYS BEFORE ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM RE/VC $TA 10+QO'TO STA 15+00 6/03 YOU DIG YOU DIG C/vl\- VED TOLL FREE 1-800-227-260 1 0 INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. CHECKED BY. APP DRAWING NO.: 4 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Date J L 4TY ENGINEER R.C.E. 51152 3248' 8 DATE: