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HomeMy WebLinkAbout2084-D CONTOACT T V1 RI PR OR tQ eo Sr UCr tv - I UNDERGROUND SERVICE ALERT: *CONTRACTOR t0 VERIFY PRIOR ' M°C I ,. TO CONSTRUCTION I 1[ *EXIST. SPRINT FIBER OPT C LINE 12 C.M.P. RISER m_..0 tOP=52.48, F.L.=5i.48 �"�����•�����- --- '-� -���-�- CALL TOLL FREE TOP CONDUIT= 1348.8t - -. .-- a. ( ) EXIST. FIBER__OPTICS INV.=49.48 S_..�._._.�._._ -800-227-2600PIPE CONNECTION � � - �- �.. -•--�- -1 56 2 5 ~` - �'--_' ~�---- - TWO WORKING DAYS BEFORE YOU DIG CASE 3, INV.=43.43 Q GR. BRK. ��\ p5 ��, _-.-- - _ ___H_ .C. o I =49.42 ��=Q'v�R ��P _ -. - . �\__. Center • _ _._, - -•"�- 1`_��-� � ,�-�'` ---EXfSi--INLET" "CAUTION*: Remember e that h USA �- _ `LL-•� A brt to �, _ _.... g ,�, �,� _ - 58.0 U em '`'•"-- �� notifies only those utilities belonging to .---:---- � .. �••• ._ --- - ,�. _� ____ -- the center. There could be other utilities y'-" resent at the work site. The center will �, EXIST. 78 R G'.P.-_._m _ _ ---•---... t f ���"' �- -__.,_..;' orm you of who(m) they will notify. _ INV. ...._-- - _ '. ---�+- m =1340.1 t 26 90X • 61 ` - 55 12" C.M.P. RISER 51 1 7 rr- " ` __ tOP=52.24 F.L.=51.24 t - .`"---- 12 C.M.P. RISER -- --__. .. _. EXiST -3�- C.M.P:-CULVERT- - F.L=59.25 _ r- _ _ -w_ - _ 62 TOP 602x_` - IL T)o __ -_- __ �;_•-i ,_... I1�V.-1356.44 61 12 C.M.P. RISER 12" C.M.P. RISER _ 61 `/'� INV. .� __wO u I TOP=52.54, F.L.=5t.54 _ __ .� - _ '..,, a ,ca� - -' �N ,_ C _ :: : �� 05� _� - - P. .C_ BiK PTH = _ _. n. - _ TOPS64,4.1 03 __.•- 37 NUS: - __......._ _.-_-_.__ _.._.._INV:- ------ -__- ._ _ 48 Q4- e 24 x 18�TEE . . P. .G. V 01 CN - INV:=47.94 �• ,fir w-- ,r : "� - a 18"''tEE -s - of A-06 0 QP .. 9 QP 5• . _ 50 60• A. INV. 135 .00 . 58 50 ANGLE PT. 0° 13 _ � N DEFL=73'30 26 ,. , VZ PV7 24x24' PRECAST C.Bvv*s . S • 14 INV.=46.00 13 53 60 ! : 14 INV.=48.36, T.G.=51.36 46 n o OIN EXIST. P. 5 INV T LET C.M. 0 0 F N w * INV.=44.81) 354.3 0. f l c+ EXIST. 78 R.C.P. EXIS . 24" C.M.P. STORK DRAIN i STORM DRAIN I - N __ I EXI 24" C.M.P. - - ) "0 0 `� LID *�- I - N IN =41.31 J I J M ONT TOR TO VERIFY PRIOR I0 CO STRUCTION Z Co STORM DRAIN LATERAL DETAIL - STA. 24+50f STORM DRAIN LATERAL DETAIL - STA. 36+75 i N SCALE: 1"=20' " SCALE: 1 =20 _ C0- STR CT 10459 L.F. 18 C. .P: G NS RUC 18.00 L.F. _ _ i' OR 2'- 1.50' 1' 1.50' i+OO �I °�' O r) 2+00 SHOULDER EXIST. GRADE EQUALLY SPACED LES .__._ 12" C.M.P. RISER 2X LEVEL LINE _ .1 55 4 2 MAX. TO DAYLIGHT *EXIST. SPRINT FIBER OPTIC LINES TOP=51.92, - � -- • -' f ' TOP CONDUIt= 1346.81 �c INV.=47.92 120 C.M.P. RISER ._.__ __ ___ _._ 1 1 " __._ BIKE PATH OR MULTI-PURPOSE 4, a TRAIL ' 0 �56267_ ^� " a 4" „ •94O't$$ GR. RK. S� ---- ._�_ -- _._._TOP=63.67 4 P.C.C. 4 P.C.C. 1 r _ _ _ _- __ _ 52 '�`iNY,==47.86 � Q ---- --~- - .. ___..r Q�00����..._.�.... --_ `� 6• .69$ c _ 1 -- _x.365--_---_ - �• Q --12_" C.M.P. RISER 1) ,,.._.- ..�' �. ..• s. 12 DIA 14 GAGE C.M.P. 55 TOP=51 68;`f.L.=SO 6$ ��' - INV. 18 C.M.P.=44. 4,___--- -" r Fig. 12" C.M. RISER 55 F S' 6 . IN �� $ 63'� TOP=63.43 \F.L.-62.43 0 QAC �- P.C.C. V DITCH DETAIL 48" CMP t0 BE REMOVED 55 12" C.M.P. RISER C.M.P._____. � --__ _- 51 NO SCALE C.M.P. RISER D ETA'L INV.�60.1Z, F.L.=47.58 18" TEE t3 ?� _ _ _.__._ _. _ __- 55 ._..__TOP=. 8.58 _ _ _� .._ _� _ NO SCALE -�_ _ -� !NV 4:3Y QUWLET _ _ _ .. .. .. S• �. _ 59 -`-` �-�... -- - INV.1358.22 : St< 14 13 .....�.�_ y 18 _TEE N . INV.=44:13l. 0���" .Qi*t `: 14 13y f d0 ►T1RUC1TIO 44.43 cµ N N NOmE 5' 0 13 REMOVE PORTION OF EXISTING P.C.C. "V"-DITCH AND P.C.C. INLET STRUCTURE. �>k0� " " * N 14 CONSTRUCT 2' WIDE x 6" DEEP P.C.C. "V"-DITCH PER DETAIL HEREON. 24 x24 PRECAST C.B. 53 JOIN EXIST. R.C.P. 5 0 INV.=44.47, T.G.=47.47 (INV.=44.10) 50 CONSTRUCT 24" DIA. 14-GAGE C.M.P. STORM DRAIN. Q *CONTRACTOR TO VERIFY PRIOR ' 51 CONSTRUCT 18" DIA. 14-GAGE C.M.P. STORM DRAIN. t0 CONSTRUCTION EXIST. 18" R.C.P. STORM DRAIN / I 5:1 max. 5:1 max. 52 CONSTRUCT 12" DIA. 14-GAGE C.M.P. STORM DRAIN. INSTALL BROOKS PRODUCTS No. 2424 CB PRECAST CONCRETE CATCH BASIN WITH No. 2424 1' -r' / ADA COMPLIANT TRAFFIC RA ,r� ,-�) � � I TED STEEL GRATE. r ` 55 CONSTRUCT 12" C.M.P. RISER PER DETAIL HEREON. 56 CONSTRUCT PIPE CONNECTION TO EXISTING STORM DRAIN PER CITY OF RANCHO CUCAMONGA STORM DRAIN LATERAL DETAIL & PROFILE - STA. 15+00± STORM DRAIN LATERAL DETAIL - STA. 49+W± STD. PLAN 328, CASE 3. 57 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN 329. SCALES: HOR12. 1"=20' VERT. 1"=2' SCALE: 1"=20' S8 CONSTRUCT 36" DIA. 14-GAGE C.M.P. STORM DRAIN. 59 REMOVE EXISTING C.M.P. CULVERT AND CONCRETE/REBAR/SANDBAG HEADWALL. DESCRIPTION OF REVISION DATE CITY ig' 60 CONSTRUCT P.C.C. LOCAL DEPRESSION FOR 24"x24" CATCH BASIN PER DETAIL HEREON. APPROVED 3.09'- 8.83' 3.09'- 0- REMOVE EXISTING CONCRETE HEADWALL AND WINGWALLS. CITYRANCHO CUCAMONGA 4.42'4.42 62 BACKFILL EXISTING BOX CULVERT WITH CLEAN FILL MATERIAL. S'LY EDGE OF P.C.C. BIKE PATH w S'LY EDGE OF P.C.C. BIKE PATH 63 REMOVE EXISTING A.C., A.B., RAILROAD RAILS AND TIES AND REPLACE WITH 0.15' ARHM/0.35' A.C. DETMLS & SECTIONS OVER 0.50 A.B. 64 CONSTRUCT 24" WELDED STEEL CASING (0.312" MIN. WALL THICKNESS) FOR C.M.P. STORM DRAIN. Pacific Electric InL�'and Empire Trail M N 14 Phase lA --� - N fan Cuewra STORM DRAIN PROFILES & DETAILS c Q l F ESS�ON APPROVED BY: DATE A114'10 6 " � .e �o �� E �� q� & ASSOCIAteS CITY ENGINEER 24953 v o 53 6 THICK P.C.C. m �,� F F R.C.E. NO l t �`" P 9p 2 CN L ENGINEERS • I"SURVEYM DESIGN V o y i 1027143 TPADEMAW STFEff � RECO MENDED w rn RANCHO CUCAMONGA, CA 91730 DGA Davi C 4erwNa _ R.C.E. 29224 FH (9W)98?-4M FAX(909)941-IM DRAWN & Associates SH T P.C.C. LOCAL DEPRESSION DETAIL NO SCALE STq clvI%L ��� DGA 2 OF 12 TF OF CAt-�fo �' CHECKED 10271-B TRADEMARK STREET DRAFTING No. DAN Ir aVF DATE RANCHO CUCAMONGA CALIFORNIA 91730 R.C.E. EXP. 03#07 PH(909)987-4308 FAX(909)941-1528 2084 PROJECT Sheet No. 2 of 32