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HomeMy WebLinkAbout4407-5 _ f d Lit M M Q O) O O Y cC i4 .f O h Z--33,c11 . r ma ± c EXISTING ENTERLINE N 2_ --7 'nuo - Qt'"' PAVEMENT SURFACE — nro 4 n — — _ — 1250 n n o• cn — _-- -- + 03 rooo �� _ _ -- -- -- 1250 > p fes-- �'4 „,. / o�J 0� , T -- Z� _ _ V cci --- — o o L31 + I + o `- VCO 1240E _ • • - w 1240 Lu — �I - to to ww ��,' ww giv, I tiV L U) I. 0 --- o I7ET\— 1230 < 4.. 1230 F PROPOSED 8” SEWER ( PROPOSED 8" SEWER 70---C PROPOSE? co tO U o — t o 0 • 10 SEWER In 10 CD 10c;, �r c•i co \ IE c f'' cc! co .°D o O > " z tozNz Nz PROPOSED ' 0'' SEWER nz cis + L • Z + ? + _ + _ + _ + _ + - + - oz o� > + K - • N M ''In U) _ �O ONOM CO � � � � , N O) r r r r I•- K� I.- N I- N 1 .H N � N Q N~ N F- N W N cn N � � V) to, r cn r tlf r C r<n r CONSTRUCT_10" EXTRA STRENGTH,VCP r CONSTRUCT 8" EXTRA STRENGTH VCP .-• CONSTRUCT 8" EXTRA STRENGTh VCP = L=294.70' X0.0032 L=315.58' S=0.0040 ~ L=203.16' 5=0.0040 CONSTRUCT 10" EXTRA STRENGTH VCP---1 -CONSTRUCT 8"• EXTRA STRENGTH 1/CP • PROFILE SCALE L=149.56'S=Q.0032 L=18.09' S=0.0033 HORZ: 1" = 40' VERT: 1" = 4' 107 108 109 110 111 112 113 114 115 116 117 TGT. NO. 9 TGT. NO. 10 TGT. NO. 11 FOOTHILL AVENUE STA. 101+84.40 STA. 115+04.34 STA. 127+77.73 APN STATION AS-BUILT REOTHILL AVE.w./ I I LIVE O KILL AVE.BLw./ HEM 0 K AVE.Lw./ 0230-071-03 108+57f I i • I II II I 1 1 il I \ / ASPH 1[) [_ I 1110AR1-28 I t e EID 1110-151-29 1 I I 1110-151-16 . I I 1110-151- 7 • • • P CI 9-=:-_e i r78 II0 0 I \ 0 0 0 qt o I �� �} o • - STREET IMPROVEMENTS SIGN N I �� C C O - ;� �� _ - SEE DRAWING NO. 4406 _ ASPH 1 �,� R W - O 0 C • HE _ONC L RCON - pN `I1 — —(UGT)— — — r — —_—R/W— — 11_ — —(UGT)— — — — — R -W — - _ ,E�- ' - _ i i — _ — / — O 0 — MEL d•m ASPH 24"S) T -= =-= (24"S)= - - — — — —s)- — — — — — — .ii r• 24"s) — — — n— I— �— — cn- — •2"w) — -" STREET IMPROVEMENT 12"w) 1! — — — — — — — — — — - Ld SEE DRAWING NO. w ..c W 1.00 —N 08+00 ©1© 109+00 110+0, 111 .0 -�89.48'O9"W 1 •0 3+00 114+00 © © ©11+0a 116+00 N 117 Q w F— _ 1 ` -� - I - ______E_ - I- + - I - I - - I - I - +-- - - AI + - I I —I— _ .�� co S72 09'09"E LL, X00 N89'48'09"W 108+00 N�7? M '- ►4/ � — " M` —oo _ " a, M w A ill — —(1 — — — — (17 W)— — ----• 17 W)— -M- W w Z w o�u� VAC! . 09+00 — — 110+00 — 111+00 — — 112+00 113+00 /250N89' ='.9"W_ 114+00 115+$0— AB •+Ob — — 117 w _faW-•BAN. :�� 6"W-•BAN. - _ - _ ffie — er immilmi �_ Ate- - - - — WO - — rs nvikon:: --."".is...: • dlik W — 'EMIL —R/W— �.. —R/W- 12 , 'i I , ---. -17---------.-_____R/W= I R/ 3 Q i� — II STREET IMPROVEMENTS p STREETAWING IMPROVEMENTS c �-IMPROVEMENTS Q m=a SEE DRAWING N0. Ip SEE DR L3 I co . Pli �I� 1-S_ _ SEEEDRAIMNG OET 4406 � p�o I ron � M tr. r 'Ng • I � ^^ I Ki a I O I p �, 230-071-08 + + ++ 230-071-03 n 230-071-04 + 230-081-01 ', \ 8N I I ca .._,OON � M � M I i)` a d as a = � = I i� t i M I ( N o N 5 N m to I 30 30 a► I I y FUTURE O I I (Th 6 I O _ Q I 8" SEWER ' ' I r- ) 11 I , I I BY OTHERS (2) GRAPHIC SCALE CONSTRUCTION NOTES: CONSTRUCTION NOTES (CONT.): FOOTHILL BOULEVARD ""E OAK AVEC 0 20 40 $o ,so OCONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER INCLUDING PCC PAVEMENT O5 CONSTRUCT 10" EXTRA STRENGTH V.C.P. SEWER INCLUDING PCC PAVEMENT SURVEY CONTROL TABLE: 09719=FL_Ii REMOVAL CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. DETAIL REMOVAL CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. DETAIL NO. 1008. NO. 1008. TGT No. NORTHING EAST1NG BEARING DISTANCE U3 CONSTRUCT 6" EXTRA STRENGTH SEWER LATERAL WITH PLUG INCLUDING PCC CONSTRUCT 5' MANHOLE PER CITY OF FONTANA STANDARD PLAN N0. 2001. 9 9995.21 11320.32 N89'48'09"W 1319.94' (IN FEET) PAVEMENT REMOVAL, PER CITY OF FONTANA STANDARD PLAN NO.'S 2005, 10 9990.66 12640.26 N89'48'09"W 1273.39' 2006, AND 2007. CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. 11 9986.27 13913.64 1 INCH = 40 FEET DETAIL NO. 1008. Underground Service Alert TKE ENGINEERING, INC. SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMENT �JA 4446 CENTRAL AVENUE PLAN/PROFILE REQUIRED COMMENCE WITHINROVEMENTS NOT TWO ARS OF THE SEWER IMPROVEMENT PLANS ,.: CODE REQUIRES A DIG ALERT IDENTIRCATIONR BE ISSUED BEFORE A PERMIT TO _tz-A ��y I RIVERSIDE, CA 92506 IMPROVEMENTS DATE OF APPROVAL SHOWN HEREON DRAWN FOOTHILL BOULEVARD SCALE' . NUMBEREXCAVATE WILL BE VALID cc�� (951) 680-0440 SEWER AND CARRIED FORTH INA DILIGENT 3AL AS SHOWN 8 Naa9984 ,rrc n : ERING FAX (951 680-0490 FOOTHILL BOULEVARD I MANNER, THE CITY ENGINEER MAY D BY PLAN/PR. LE PHASE II DATE: ,,�� FOR YOUR DIG ALERT I.D. NUMBER CALL � E'�c0:r508 �� 1 REQUIRE REVISIONS TO THE PLANS TO TMR< STA. ! 00.% I STA. 117+00.00 APR. 2008 UNDERGROUND SERVICE ALERT ‘1 .z s, oft` \ 4 2q � CHERRY AVENUE TO HEMLOCK AVENUE BRING THEM INTO CONFORMANCE WITH aEa® BY �� TE DRAWING Na: TOLL FREE 1-800-227-2600 - TE Y M. NNER R.C.E. No. 69984 CONDITIONS AND STANDARDS IN EFFECT. �'�` �� • .� gyp 5 MPT � � ��� `� ` TWO WORKING DAYS BEFORE YOU DIG REV. �� p pnq,I DATE ENGR. alY DATE EXPIRES:9-30-08 CITY ENGINEER R.C.E. No. 51152 4407 6 &IEN 1: CITY OF FON IANA TKE JOB #: 101-18