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BARS 2 — #4 EACH WALL ■■■■■■■■■■■■■■r■■■■r■■■■r■■■■■■■ iiim ■m■■mlrrmmmmmmr■r■�� mmomm mmmmm =No i�iiiiiii � ■Igt��SIR oii mm•, iiiiii iii�iii ��'" l iiiiiiii % ►1r��r� ��■ iiiiiiiii iiiiiiiiiiiiiiiiiiiiiiii r��■r��■r■��■■■■r■■��■■r��rr■rr��■I■r■�� iiiiiiiiiiiiiiiii iiiii'■iiii rr■ ■rrrrrr�rr�m MOONS m '��i1E��i9liiiii�r�r■■�r■I��l�i��■��r�!!■��rr�r�rr■■r■rr■■rl��■■r■■■■r■■r■��■■rrrr�rr■roan■■rrrr■■rrr■■■rr rrr■ mmommommmoIr mm mmmmmrrrrrrrr lrlrmommommmumm r■rrrmmougs4lamm igHmmrm ME rmmr■■mmimiEmaimmir►mfrrimmmmrmmm■mmrm■■r■■■■■■rlmommmm■■■■■m■mmmmmmrm■r■■■■rrr■■■rmmmmmmmmmrmmmm■ Sir -11E k ■rrrrrl■Ilrrirr��rrrr■■!■■llrlrrl■r ■■■��I■ ■■Ir■r■■■Irrlrllrlr��lr!■��Ir��rr■� ■■rrr■■■��r��r��■r��1��r■■■rr■rrrrrrrrr�l��i'�l��r�'��rrrr■■■r■r■■�rr!-�■■■�I■r■�r�■r�■■■�■■■�■■■■■■��■��rr�■rr■■■rr■rr■■rr■r■ oil rla�� r■r■Irl■rrl■rrrr■I■!r�■■■ ��I�:■■llrrrrrl■rl■rl■��■I�■Ir■rl■■■■Ir■rr�r�■■■■■r■rr■■��■I�I■Irlr■Ir■rrrrlr■■rr!■r�rrr■ ��r�rrrrrrrr■rrrrrrrMEN MORE rrrrrrrrrrrr��rr�r■�� MEN r�rr■rr��r�■■�r�r�r�r�r��c��aa��rr■rr■■■r■■r■rr�r■t■rr■r■■r■■rrrr■■r■■rrr■■rr��rr■rr■rrrr■■■r■■■rr■rr •� ��tii1�7��r�r��rrr■fir■ : I�■��E��rrr�rrrrrrrr��!■!■I■�rrr = ��■r��rr��rl��r■r��rrlr■■rrrrrrr■■�■l��rrrr■rrrrrrrrr■■r■ Imo« 1.1 1111111011111 791 a r� II 3 ■■M■r■■■r■RAmm�i��®��iMEi t me WNUE ®LA +', �J Prepared Under The Supervision Of : P P Date A DOOK I. AdHAA RCE Nd. 4 293H MULBERRY V LONGITUDINAL DRAWN BY: B'W' MULBERj AVENUE RIM M DRAIN SCALE. VERT.1" - 4' FMZ. 1" - 40' ,DESIGNED BY' I e.w. BAR BAR SIZE DRAWING No.: 3026A LENGTH ITY ENGINEER R.C.E. 511 2 DATE: do SPACING HORIZ. VERT. B #5 O 18" 7'-1 NNER EEE mmum■m!!!!1l11�1!!!■��r■■■■■�i�■� B1 #7 0 18" 7' — 1" 0'-0" C #4 O 12" 3'-2 1/2" V-3" C1 /4 O 12" 1' — 6" 1'-0" C2 #5 O 12" !. i�l�■■■�I� �il��i■■r■■r■ 2'-0" D #4 0 18" 0' — 0" 2'-2- F #4 0 15" 7'-1 1/2" ■■■■■■I■■■■■■■■■■■■■■■��■■ F1 #4 O 15" 4'-11 1/2" 0'-0" G #4 O 12" 3' — 0" 0'-0" TOP SLAB LONGITUDINAL BARS 14 — #4 BOTTOM SLAB LONGITUDINAL BARS 12 — #4 WALL SLAB LONGITUDINAL. BARS 2 — #4 EACH WALL ■■■■■■■■■■■■■■r■■■■r■■■■r■■■■■■■ ■m■■mlrrmmmmmmr■r■�� NESM � ■Igt��SIR � -92- mm•, mrmrmmrr�rlr l % ►1r��r� ��■ r��■r��■r■��■■■■r■■��■■r��rr■rr��■I■r■�� rr■ ■rrrrrr�rr�m rrrrrrE' '��i1E��i9liiiii�r�r■■�r■I��l�i��■��r�!!■��rr�r�rr■■r■rr■■rl��■■r■■■■r■■r■��■■rrrr�rr■roan■■rrrr■■rrr■■■rr mm mmmmmrrrrrrrr r■rrrmmougs4lamm igHmmrm ME rmmr■■mmimiEmaimmir►mfrrimmmmrmmm■mmrm■■r■■■■■■rlmommmm■■■■■m■mmmmmmrm■r■■■■rrr■■■rmmmmmmmmmrmmmm■ ■■rrr■■■��r��r��■r��1��r■■■rr■rrrrrrrrr�l��i'�l��r�'��rrrr■■■r■r■■�rr!-�■■■�I■r■�r�■r�■■■�■■■�■■■■■■��■��rr�■rr■■■rr■rr■■rr■r■ MORE rrrrrrrrrrrr��rr�r■�� •� ��tii1�7��r�r��rrr■fir■ : I�■��E��rrr�rrrrrrrr��!■!■I■�rrr = ��■r��rr��rl��r■r��rrlr■■rrrrrrr■■�■l��rrrr■rrrrrrrrr■■r■ ri��i�rlrrrrrr�r��r��rr�rrl��rlrr��r■III■rr�rrr�r■rrrrrrrr�l�r■�� rr��rr�rrrrrrlrrr��i��■I■IrrI��Ir�� : rrrr■■rr�r�rrr■■rrrrrrrrrrr�■r�r■Irrrrrrr�rrrrr■�■ r■■■■r■■■��■■■■r■rr■r■r■■■Irrh��■1�r■r■■■r■■r■r■r■■■l�I�■��rl�.��rrrr■■r■■r■r■r■r■■■■■■��■��r■■rr■■r■■■■■■■r■■rrrrrrrrr®r■■■■rr■r■■■rr■r■■rr 2+00 3+00 �IL1�I�I�I� I w v~i I % z XI TING Z �� o Cr 24 R.C.P. 0!0 U w M C� \ M 'o' cn 00 i _z EXISTIN (L 24" R. P. E MULBERRY VE. N STREET N —+5L -✓C P- S EX. 7 15 SECTION L{I31 32 41 / FUTURE STBi*-DRAIN AI � - 15 --NSW"® 0. 1+00 C.B. rTV LI 912.68 INV LIN "A" 37 N834'51 "E 13. 7 912.50 S=0. 138 S839 SEE DETAIL ON J IJ./ V INV N12'54'28"E 42 4.00' S=0.1757 PRIME BENCH MARK: SECONDARY BENCH MARK: A Q CITY OF FONTANA B.M. 581 SOUTH EAST CORNER JURUPA AVE. RAILROAD SPIKE IN EASTERLY & MULBERRY AVE.; SET CHIS. AVE.; SET CHIS. " " A BCR; DIAL TWO WORKING FACE OF POWER POLE NO. 674320 E 64.0'S 0 JURUPA AVE AT THE NORTHWEST CORNER OF & 36.2�E/O MULBERRY AVE. YB❑U❑YS D G RE DAYOUBDIGRE JURUPA AVENUE AND MULBERRY AVENUE ELEV. = 915.775 A T13LL FREE PUBLIC SERVICE BY UNDERGROUND SERVICE AL ELEV. = 918.40 ERT IR m CV pl- U + v VO GPFIALT INLET Q PROFILE SCALE: NORM. — 1" - 40' VERT. — 1" s 4' 2+00 #4 DOWEL DRILL AND FILL 018" O.C. WITH EPDXY EX. 72"05" R.C.B 6" 6" DOWEL DETAIL N.T.S. C�BAR \ Nj �G BAR C BAR \ 2" C2 BAR PROPOSED CONCRETE BOX ADDITION i e ME 4" 4" #4012" MIN rl� BOTH WAYS �. 2" CLR. :• t' ..a wA', PIPE SEIL UWAR, emu � SE MO � A #4 REBAR 0 18" O.C. 00 4'- 8" EXISTING 72" X 15" n R.C. BOX lop • #4 REBAR 0 18" O.C. 2" CLEAR I- 7_TWO 15" D.I.P. 4" BETWEEN PIPES 8" NORTH 2" CLEAR TWO 15" D.I.P. MANHOLE FOR CONCRETE BOX PER A.P.W.A. STD. PLAN NO. 323-1. -3000 PSI CONCRETE STORM DRAIN CONSTRUCT lON NOTES 30 CONSTRUCT TWO 15" CERAMIC EPDXY LINED DUCTILE IRON PIPES. PROTECTO 401 OR EQUIVALENT. WITH CONCRETE BACKFILL. 31 REMOVE EXISTING INLET STRUCTURE. 32 CONSTRUCT CONCRETE BOX EXTENSION PER DETAIL 32 ON SHEET 2. 3000 PSI CONCRETE. 33 CONSTRUCT 3" THICK FALSE BOTTOM IN CATCH BASIN. 34 SEAL PIPE WITH CONCRETE PER DETAIL 34, ON SHT. NO. 2. 35 CONSTRUCT CATCH BASIN PER A.P.W.A STD. PLAN NO 300-2, W= PER PLAN. AS SHOWN ON SHEET 3. 36 LOCAL DEPRESSION PER ST. IMP. PLAN NO. 3025. 37 CONSTRUCT 24" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2, CASE 3. AS SHOWN ON SHEET 1. 38 REMOVE EXISTING 10' WIDE CURB OPENING BASIN. 39 CONSTRUCT MODIFIED MANHOLE PER A.P.W.A. STD. PLAN NO. 321-1, L=8.50' H=2.98'. SHAFT PER SECTION C -C AND DETAIL "N". AS SHOWN ON SHEET 3. 40 CONSTRUCT 30" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2, CASE 3. AS SHOWN ON SHEET 1. 41 CONSTRUCT MANHOLE FOR CONCRETE BOX PER A.P.W.A. STD PLAN NO. 323-1. AS SHOWN ON SHEET 3. 42 CONSTRUCT 12" R.C.P. WITH ASPHALT INLET.© PROPOSED \tel I 24" R.C.P. EXISTING 24" R.C.P. � o 1.61' o 00 i 3.50' EXISTING 24" R.C.P. EXISTING 30" R.C.P.!:Z�) SEE DOWEL r772" WIDE X 15" HIGH R.C.B. DETAIL ABOVE A DETAIL: MAHHOLE PER A.P.W.A. SECTION "A -A" 0 20 40 80 120 STD, PLAN NO. 321-1. ! ( SCALE:1 "=2' SCALE:1 "=4' -.J SCALE:1 "=40' Last uPdoc.:3/20/03 E:\767\ULTIMATE\7671NT—SD2.dwq DATE °NGR' CITY00 I DATE �FES3� Thieves Enginee�npp, /nc. CITY OF FONTANA, CALIFORNIA SLI tl li� M _ i= p �ql ®car E1wC • c �urirWc S COMMENCE WITHINON OF E REQ IRED IMPROVEMENTS 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.q�F t me WNUE ®LA +', �J Prepared Under The Supervision Of : P P Date A DOOK I. AdHAA RCE Nd. 4 293H MULBERRY V LONGITUDINAL DRAWN BY: B'W' MULBERj AVENUE RIM M DRAIN SCALE. VERT.1" - 4' FMZ. 1" - 40' ,DESIGNED BY' I e.w. BAR BAR SIZE DRAWING No.: 3026A LENGTH ITY ENGINEER R.C.E. 511 2 DATE: do SPACING HORIZ. VERT. B #5 O 18" 7'-1 1/2" 0'-0" B1 #7 0 18" 7' — 1" 0'-0" C #4 O 12" 3'-2 1/2" V-3" C1 /4 O 12" 1' — 6" 1'-0" C2 #5 O 12" 2' — 0" 2'-0" D #4 0 18" 0' — 0" 2'-2- F #4 0 15" 7'-1 1/2" 0'-0" F1 #4 O 15" 4'-11 1/2" 0'-0" G #4 O 12" 3' — 0" 0'-0" TOP SLAB LONGITUDINAL BARS 14 — #4 BOTTOM SLAB LONGITUDINAL BARS 12 — #4 WALL SLAB LONGITUDINAL. BARS 2 — #4 EACH WALL i e ME 4" 4" #4012" MIN rl� BOTH WAYS �. 2" CLR. :• t' ..a wA', PIPE SEIL UWAR, emu � SE MO � A #4 REBAR 0 18" O.C. 00 4'- 8" EXISTING 72" X 15" n R.C. BOX lop • #4 REBAR 0 18" O.C. 2" CLEAR I- 7_TWO 15" D.I.P. 4" BETWEEN PIPES 8" NORTH 2" CLEAR TWO 15" D.I.P. MANHOLE FOR CONCRETE BOX PER A.P.W.A. STD. PLAN NO. 323-1. -3000 PSI CONCRETE STORM DRAIN CONSTRUCT lON NOTES 30 CONSTRUCT TWO 15" CERAMIC EPDXY LINED DUCTILE IRON PIPES. PROTECTO 401 OR EQUIVALENT. WITH CONCRETE BACKFILL. 31 REMOVE EXISTING INLET STRUCTURE. 32 CONSTRUCT CONCRETE BOX EXTENSION PER DETAIL 32 ON SHEET 2. 3000 PSI CONCRETE. 33 CONSTRUCT 3" THICK FALSE BOTTOM IN CATCH BASIN. 34 SEAL PIPE WITH CONCRETE PER DETAIL 34, ON SHT. NO. 2. 35 CONSTRUCT CATCH BASIN PER A.P.W.A STD. PLAN NO 300-2, W= PER PLAN. AS SHOWN ON SHEET 3. 36 LOCAL DEPRESSION PER ST. IMP. PLAN NO. 3025. 37 CONSTRUCT 24" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2, CASE 3. AS SHOWN ON SHEET 1. 38 REMOVE EXISTING 10' WIDE CURB OPENING BASIN. 39 CONSTRUCT MODIFIED MANHOLE PER A.P.W.A. STD. PLAN NO. 321-1, L=8.50' H=2.98'. SHAFT PER SECTION C -C AND DETAIL "N". AS SHOWN ON SHEET 3. 40 CONSTRUCT 30" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2, CASE 3. AS SHOWN ON SHEET 1. 41 CONSTRUCT MANHOLE FOR CONCRETE BOX PER A.P.W.A. STD PLAN NO. 323-1. AS SHOWN ON SHEET 3. 42 CONSTRUCT 12" R.C.P. WITH ASPHALT INLET.© PROPOSED \tel I 24" R.C.P. EXISTING 24" R.C.P. � o 1.61' o 00 i 3.50' EXISTING 24" R.C.P. EXISTING 30" R.C.P.!:Z�) SEE DOWEL r772" WIDE X 15" HIGH R.C.B. DETAIL ABOVE A DETAIL: MAHHOLE PER A.P.W.A. SECTION "A -A" 0 20 40 80 120 STD, PLAN NO. 321-1. ! ( SCALE:1 "=2' SCALE:1 "=4' -.J SCALE:1 "=40' Last uPdoc.:3/20/03 E:\767\ULTIMATE\7671NT—SD2.dwq DATE °NGR' CITY00 I DATE �FES3� Thieves Enginee�npp, /nc. CITY OF FONTANA, CALIFORNIA SLI tl li� M _ i= p �ql ®car E1wC • c �urirWc S COMMENCE WITHINON OF E REQ IRED IMPROVEMENTS 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.q�F I A�y9cy W Q y = z R.C.E. NO. 43293 * s � Exp. 3-31-04 -'' t7F\FO�� C AL me WNUE ®LA +', �J Prepared Under The Supervision Of : P P Date A DOOK I. AdHAA RCE Nd. 4 293H MULBERRY AVENUE STORM DRAIN DRAWN BY: B'W' MULBERj AVENUE RIM M DRAIN SCALE. VERT.1" - 4' FMZ. 1" - 40' ,DESIGNED BY' I e.w. DATE: CHECKED : .A. BY: DRAWING No.: 3026A 2 3 ITY ENGINEER R.C.E. 511 2 DATE: