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CITY O}'SANTA ANA <br />PROPOSAL <br />PROJECI NO. ?0-(t965, A'fi' ,s0{r3(196) -lll'ANDAI{D AVI IIIKLU/AY I]ROM WAI1NI;I{ AVIr l-O 2Nn c't <br />PROJECT NO. 20'69(t2. AIP 5()63(118) MCF,\DDEN z\VE BIK-E-W.{Y FRoM Il.ARBolt BI-VI)'tc; GIL ND A\/E <br />PROJI]CT NO 23-6,107 STANDARD A\/1] PAVE]\{ENT RETIABILTIATIoN FR()M WAITNI:R AVL 1'o 2"'D ST <br />PRo.lF.C'l NO. 23-(1705 MClrAl)l)l-'.N AVF. PAV['.M rlN I t{t..I'tABILftATiON FItOiU IIAITBOI{ III-VD TO ITAIRVIItW S'l <br />PROJI]CI.NO. I9-(1923 MCFADDI]N AVE PN\,'[iMI.iNl-RIJI{ABII,IIA.IrcN I:II()M IAIIT\/iLjw S'f 1.() RAII'I S1 <br />PRO.IECI N(). 23-(1706 MCITADDEN AVE PAVh,ML.NT RIIIIARILITA]ION fRoN,t RAI'It'St TO CITAND A\1t: <br />Item Description Qty tlnit Unit Price Anrount <br />22 CONSTRUCT ALLEY APRON <br />PER C.S.A. STD PLAN I I I I AND <br />DETAILS AS SHOWN ON <br />CONSTRi}CTION DETA]I, <br />SHEETS. <br />392 SF $ <br />30.00 <br />$ <br />11,760.00 <br />23 CONSTRUCT PCC MEDIAN (4" <br />THICK) <br />1.700 SF $ <br />20.00 <br />$ <br />34,000.00 <br />24 CONSTRUCT 4'' THICK <br />SIDEWALK PER C.S.A, STD <br />PLAN 1104,I. <br />28,t31 SF $ <br />14.00 <br />$ <br />393,834.00 <br />25 CONSTRUCT CROSS CUTTER <br />PER C.S.A. STD PLAN I109 <br />g 19l SF l+j <br />28.00 <br />$ <br />260,148.00 <br />2(t CONSTRTJCT DRIVEWAY <br />APPROAI'H PER CASE I. PER <br />C'.S.A. STD. PLAN I i 12 AND <br />DETAILS PER PLANS. (T=8') <br />/1,730 SF $ <br />22.00 <br />,$ <br />104,060.00 <br />27 DETECTABLE WARNING <br />SURFACE PER C.S,A. STD PLAN <br />|22 <br />780 SF $ <br />50.00 <br />$ <br />39,000.00 <br />28 INSTALL (T,, PVC PIPES <br />(LOCATTON PER PLAN) <br />1..140 LF $ <br />120.00 <br />$ <br />160,800.00 <br />29 REMOVE EXISTING CATCH <br />BASIN AND CONFLICTING PIPE <br />2 EA $ <br />7,500.00 <br />$ <br />7,500.00 <br />30 FALSE CURB (MAPLE ST AND <br />N{CFADDEN AVE) <br />I EA $ <br />8,000.00 <br />$ <br />8,000.00 <br />3t C'ONSTRUCT JUNCTION <br />STRUCTURE - PIPE TO P1PE <br />(CASE r) PER SPPWC 332-2 <br />2 EA $ <br />5,500.00 <br />$ <br />1 1,000.00 <br />-11-CONSTRUCT JUNCTION <br />STRUCTURE _ PIPE TO P]PE <br />(CASE 2) PER SPPWC 332-2 <br />I EA $ <br />5,500.00 <br />$ <br />5,500.00 <br />-1 -'CONSTRUCT JUNCTION <br />STRUCTURE _ PIPE TO RCB <br />PER SPPWC.]3].2 <br />2 EA $ <br />7,000.00 <br />$ <br />14,000.00 <br />-14 CONSTRUCT CURB OPENING <br />CATC RASINWITH <br />GRATTNG(S) PER SPPWC 102-3 <br />(ONE GRATE) <br />I EA $ <br />14,000.00 <br />$ <br />14,000.00 <br />35 CONSTRUCT CATCH BASIN <br />TYPE "B'' PER C,S.A. STD PLAN <br />NO 302 (ff:I2') <br />I EA $ <br />18,000.00 <br />$ <br />18,000.00 <br />36 CONSTRUCT CATCH BASIN <br />TYPE ''R'' PER C.S.A. STD PT-AN <br />NO. -102 (W:7') <br />I EA $ <br />15,000.00 <br />$ <br />15,000.00 <br />37 CONSTRUCT CATCH BASIN <br />TYPE "C" PER C.S.A STD PLAN <br />NO.lo3 (W:5') <br />I EA $ <br />13,000.00 <br />s <br />13,000.00 <br />P-3 of P-29