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I I wlw�wl A wl rl_II l;..l: .�'. _...—_ __ w• —_ Lr - - a w�.V imam ��L���� Sr., w awl wl _--. _ - Rte.— �= M. 11111 ,� it S ®I��i�� _ _ v � - . =,-- milimmimilillimiNIII -- ------ / ManiE—U -----;-=' _ ,%.,.II�-,•�:,.moi-ii3r1 --._r:�-':�a*.�— �� — - =IC=AT L•0 �� – ��..�. _ `_ .ter C�i t; -� -.. �� _ s-� y i awi ,�►��rsr. — SCALE —�. �� ..7.-4,,---i-:,,,j„,.,,:,,.... .,. ..I�i/.r�••r•.. - _- • — — —__ - .�x.� —' VERT: 1 "=4' 187 188 189 190 191 192 r--- —N 193 . 194 195 00 8 O7 0 Q STORM DRAIN CONSTRUCTION NOTES CROSS REFERENCES: o + o + o O1 CONSTRUCT 9 (W) X 8 (H) ROUBLE RCBin CO STREET IMPROVEMENT PLAN 18 OF 36 00 +0o o ej/2\ OR 16'(W) X 8'(H) PRECAST RCB PER PLAN AND PROFILE. + N o an+o N 0 rn <z O CONSTRUCT CURB OPENING CATCH BASIN PER APWA SEWER IMPROVEMENT PLAN 2 & 3 OF 6 ao _ I 173,i STD PLAN 300-2 WITH MINIMUM REINFORCEMENT OF N Q N 1- II + 0 a = I I 4 12" EACH WAY ON ALL 4 SIDES, UNLESS TRAFFIC SIGNAL MODIFICATION PLAN 1 OF 3 el I I COre) ~ OTHERWISE NOTED. (W, V. & H PER PLAN) N N ' r -= x o °0 i c�i COMMUNICATION CONDUIT PLAN 1 & 2 OF 5 N NQ _.. N coi II 0 II cn CL + Q II w : •= ; r:: : --- : -:- -:--- - --�_ _-::'; __ -::• :_:- - - --.. - O3 CONSTRUCT 18 RCP, 2250 D PER PLAN AND PROFILE. z a,rn N Q = 0_ SIGNING AND STRIPING PLAN 2 & 3 OF 5 wo a F-- N 7 CONSTRUCT MANHOLE PER PLAN, PROFILE, AND x__________________- \ �� o Q w �} �� O APWA STD. PLAN 323-1. TRAFFIC CONTROL PHASE 1 1 & 2 OF 13 v�cn 3 J to ( ' 7 EXIST R/W O CONSTRUCT RCB WINDOW PER PLAN, PROFILE, TRAFFIC CONTROL PHASE 2 5 & 6 OF 13 ABANDONED 8"W 16/ ( I - ?AmiralP AND APWA STD. PLAN 382-1. EXIST P I I 'ROP C&G � EXIST R/ — ' ' P R/W 19 CONSTRUCT JUNCTION STRUCTURE PER PLAN, TRAFFIC CONTROL PHASE 3 10 & 11 OF 13 "X"�0�� _ _ _ _ _ _ �_ C�, i _ _ r.J�I _ _ _ '_ _ _ _ PROFILE, AND APWA STD PLAN 334-1. STREET LIGHTING PLAN 1 OF 1 17ll - *7.1 - ÷ I - 188 - �t89 la 18� 191 , `L ' . , Ader_.3 I 193 194 1 DEMOLITION PLAN 1 & 2 OF 3 0 I y ` AND/OR GROUT N8. 481 • - "' 1 j �- HOLES SHALL BE SEAELD > 1WA'. W/ HOLE PLUG Dlo e- — �� 17 W allar 14 14• —p 17 ``W ) -,,� 17"W 0) ,� OR W/ MASTIC. W — 42,--.;—_„ . W ,• . ,, _,•• W �� . - ��'��� ice' —co _•r �L- - �t1 �_ _B..V�!— _ _ = 00 STREE 01 N89'48'18"E 0 a4; 204 208 •• r Mir 1911: LL,.! `` /i/� ft N I I 2 I I I I V) ��\ \/ / m W o 131 •53 LIN �� ,w, // - a Z W o ,, W \/ BACKFILL PLACED o -I W AT7 6"G CATV 6''G CATV 6" . CA �„ - �-6' G CATV 6"C CATV Z W 1/ UNIFORMLY ON M M (n _ _ _ _ _ ...I W EACH SIDE OF THE 25�3�8"W E 25 3�8' W it W - - f - 5 3 W 25 3 8 .- U 25 3/8 "W �— --"'-'• =53/8 W 4 ==,1- -- �5 3 �•tl — — 2 3 3 ''• W — 3 8 W — — U) :/ ' / BOX SEC110N PER o ,5 /• `' '�►. 2 /� W U �\ CONTRACT PERFORMED MASTIC, o Q tr ' l o _ '� \ SPECIFICATIONS. TROWELABLE MASTIC OR �� N �� -�i \ ,r `� j CEMENT GROUT. o �w .� �� r� .� w. - _ - r� �� i • �j / NOTE: •� �� _ // MEL BOXES SHALL BE JOINED USING A "COME-ALONG" / - BOX PULLER OR OTHER SIMILAR METHOD. M X BASELINE EXIST R ' •1 - \ ������/�/�/ �' � ��j� ����//�� CONSTRUCTION EQUIPMENT SUCH AS BACKHOLES, W PROP R � /\/�/ /�\� ������ FRONT END LOADERS ETC. SHALL NOT HAVE Lu .-; : .: :-•.•:.: : =• 1400 3"-4" OF FINE DIRECT CONTACT WITH THE BOX SECTIONS. ~�'- - e M ` ROP C& = `=- _ PRECAST RCB INSTALLATIONTEULAR MATERIAL TO ' c : 0 PROVIDE + a TYPICAL SECTION UNIFORM A JOINTS o O MO_ a BEARINGN.T.Scsi — EXIST 25%" WATER MAIN TO BE CRUSH-IN-PLACE o+ N 4 to i N.T.S SURFACE. AND BACKFILLED WITH NATIVE AGGREGATE. 0 rn< I Q w �* Z N j N La UCIN3 —1 (n a N O APPOTHOLE DaSTING RIOR TO START OF�u�ES 1 ADDENDUM NO. 1 (05-14-08) o NOTE: SEE SHEL IS 37 FOR LD DETAILS AND SCHEDULE CONSTRUCTION. N j W REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared Under The Supervision Of a A AS-BUILT LOCATION OF RCB WINDOW �o/�/�o �,'o.l� SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT pFEssi n3 CITY OF FONTANA, CALIFORNIAGRAPHIC SCALE DO _ 3 AS-BVIc.'r�R000�eD DRAWING '��(rc�� I,Io.�� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL :c99i,Ck4vk�9��t�� • wi Vt_ `. BASELINE AVENUE IMPROVEMENTS _ SHOWN HEREON AND CARRIED FORTH 4� 1'o j i ,Y• DRAWN BY: W O TH IN A DILIGENT MANNER, o m No. C 59724 -0 m STORM DRAIN IMPROVEMENT PLAN SCALE: - 4° 20 `° s° 160 DIAL ��) �" BASELINE AVENUE '.-�• N TWO WORK BEFORE 1►\ DAYS BEFOR THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO �, I2��� 2001 East First streetSantDESIGNED BY:2705 JH FROM STA 187+00 TO STA 195+00 DATE: m ( IN FEET YOU DIG Vb YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND \ .....CivIk..._ietTEL: (714)568-7300 FAX:Ana, CA 9(7 4)836-5906o5-is-o�1 inch - 40 ) ft CHECKED BY: APPROVFA BY:TOLL FREE 1-800-227-260 qco DRAWING NO.: 6, A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 'OF CP �� (•<— (O I 3STANDARDS IN EFFECT. - � �Io MR ,�-\� ✓v`� Z ' 3 ' l( 4225 ate CITY ENGINEER R.C.E. 51152 DATE: 12 a