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HomeMy WebLinkAboutR1996(3)University Ave ayno a G\\ei 7 8 a 134.125' 7th St — _ ____ isst 304.12' • w' • 100' 5 N 4 100' 3 100' 2 100' 1 S 6 100' 7 100' 8 100' 9 100' S 10 100' 99' 2 99' 5 • 7.4AN 211.r • 52' ' 52' 4 o\,t 9 • a) Q a L_ 0 a U 110' �T 7N 525' • 52.5' 525' I " 3 2 6 7 54' • 52' • 52' 2' 52.5' 52.5' 52.5' 210.31' n 8^ 52.5' PROPOSED RESURFACING 30'30. 33' SI n1 l 40' 40' 2$' • 33' 50' 11 '12 50' g In V. 12 11 100' 5 S 100' 4 100' 3 1W 2 100' 1 g 100' 7 100' 100' g 10 1W 1W s0' 10 13 50' 50' 9 14 50' 50' 50' 10 13 so' 50' 10 9 14 50' so' • 50' 1321.995' 1 7W N so' g 100' 4 5 100' 3 1 1 6 100' I 100' 2 7 100' 0 • g g 1 0 c. 3 L_ a C so' 170' t ell Ntp. g ce4 3311 8 50' 7 • 15 50' 50' 8 15 50' 16 50' 50' 7 16 so' 50' 6 17 50' 50' 50' 5 s0' 4 50' 3 50' 2 s0' 1 18 50' 50' 5 19 50' 50' 20 so' 21 so' 50' 50' 413 2 22 so' 110' 113 17 so' 18 so' 1 91 20 so, 21 22- 50' 50' 8 7 so' 6 5o' 12 49.4' 1W 100' 2 13 12$ 14 50' , 50' 18 15 16 17� 19 SOL—�s��( \5�50' }q. 1 8 129' of 3 a� 0s ,..r► `' o'- a 2 Pa 100' 100' 20 21 22 :s0_ s0' 1' 52' 3 2 12 6 9's �I^I ••I 5 10 -s 11 12 13 b 11 214' 2nd St 14 15 r 16 50' 33' III Y N4 55' 1 99' 2 Sr 3,\ c��- 99' 2 99' 5 99' 6 7.4AN so' so• 50' 405.1115' so' 57.3' 'sn 7 125' abuse s 321.005' so' 1322.2' I.50.5' 6 a cW 0448 4-2 a) '2 5 b g 2 3 0 50' 50' 50' 50' 50' so' 50' s7 N Bellan�!;e. 50' 50' 4 50' 1 r 1' SC 8 7 2 41 _ 4 c z 2 1 I C) 1 10 's 11 R 12 13 g a s' 14 -51 75' 1 St 2 X34 50' 450' •� . E 6978 S0. 50 5,0' 81011^ 50' 50' 4 50.5' so' sr 12 13 97' so' 11 14 so' so' 10 15 so' so' 9 16 50' so' 8 17 50' so' so' 7 18 so' 6 19 50' 50' 5 20 50' so' 4 21 so' so' 3 22 so' 50' 2 23 so' so' 1- 24 s0' .7 .12 so' 11 50' 10 9 50' 8 13 117' 50' 7 so' 6 5 so' 4 3 so' 2 1� 14 50' 15 50' 16 50' 17 50' 18 8 175.25' 1 )35.25' 1 4 v 61 Onit 3 50' 5 55 25' _' ,135.25' 4 50' 1 r 1' SC APPRD 111, 1� DAN NO 1 of 2 35 25' 321.7 19 Q s2' a) a a 50' 20 50' 21 50' 22 50' 23 5o' P. 24 $ 8 '3525'12135'5'1 50 5 4 V 7 �; 2 4 v 61 Onit 3 50' 5 55 25' _' ,135.25' 4 50' 340.14' 50' in 50 5 50' 4 50' 3 50' 2 04 71. ' 40' 4 6 50' 5 50' 4 50' 3Q- 50' 1 r 1' SC APPRD 111, 1� DAN NO 1 of 2 3 8 9 0,1 CP • • so' 7 40' 4' 8 9 10 50' 11 12 4 �d ate 331 gl 50' '2 Concrete Base TYPICAL SECTION OF EXISTING STREET Leng,, 4308 15 00 Z_EAST SIDE or STREET TOP—LIFT 1 1/2 THICK (TO FACE 3F CJRB, BOTTOM—LIFT 3/4 THICK LEVELING COURSE WEST SIDE OF STREET TOP—LIE 1 /2 THICK (110 FACE OF CURB, BOTTOM—LIR 3/4 THICK LEVELING COJRSE TYPICAL SECTION OF PROPOSED RESURFACING project Existing curt & gutters are in poor condi! on and the 6" concrete base This construction shall include asphalt in the gutter ' nes OuANTITIES ROTOM LL PAVEMENT ASPHALTIC CONCRETE T''PE 17C/0 40 ASPHALTIC CEMENT (AC —10) FMULSIFIED ASPHALT (SSIH) FOR TACK COAT APPLIED pull_D CONCRETE PAVEMENT (6")ThS BUILD 4" CONCRETE SIDEWALK REMOVE CONCRETE PAVEMENT REMOVE 30" CURB & GUTTER ADJUST MANHOLE TO GRADE ADJUST GAS VALVE TO GRADE ADJUST WATER VALVE TO GRADE SAW CUT 17796 2113 To n 3303 Eat 50 S F 216 L 9 Ea 1 Ea PROJ RESURFACING IMPROVEMENTS PROJ NO DESCRIPTION NC SIDE BLVD - 2ND ST TO 12TH ST EIC 5/97 DRN IV SC APPRD 111, ASSIALTIr DAN NO 1 of 2 INI1 SRO NO ININA 101003 NO111SO4 NO INDIA 10 19(11 NOIIISOd POSITION EOG( Of PRINT ON THIS link vn� ,II-0 IWf1N Afl tl3f1ENAH MOS/0113NWf1N M H1(MTAM RAN HOLD CORPORATION • IRVINE r AI 11 ORNIf IAN HOLD CORPORATION • IRVINE CALIFORNIA d38Wf1N ONIMVdO d38Wf1N ONIMVdI 1:1381Nf1N SNIMVUO 470.•1•' 2 t h S 1.0' •0' 24.2.505' 1.41.705' 10% 62' 62' 62' Sr 62' 132 \n' 62' •r t/m\ "23 22� 21 fib` 19 8 17 16 15 •r •2 62' 62' •r 62' •r 62' it 162' 62' 1 1 52 53 13t I 50.50 83 82 819 •5' 05' IK' •5' ••' •5' • ' •5' •5' •5' •5' 70' 73.•'\:511151 ala; . a\ sac ccs sacs ccs acs sass wen iii aacc s :ca sccs res 14 13 12 11 10 9 8 7 6 4 3 1 115' •5' •5' 65' 115' 65' 115' •5' 65' •5' •5' •5' 70' 73.7' 40' I 54 100' Drive �, Waw1in S7 • 80 79 be• 2 N Heartwell sot 113 110 44' •r •2' t 5 100' H eartwel 4 4 _ 100' 3 1 _ 100' ' 2 100' l t 1 • 100' 'Bt •-St t 5 100' 4 100' 32 3 100' Park 100' 100' •0' S 110.1' •0' •4.r 112 K' 114 115 0 d 116 1. N 117 118 119 •2' •2' •2' •2' •r •4' Q .. , r r, •, 100' 50' • 50' rlc 100' 100' 100' 1 J.' v -- C r Y. 5 4 50, v .L 9 50, 3 2 4 100' 100' •0' S 110.1' •0' •4.r 112 K' 114 115 0 d 116 1. N 117 118 119 •2' •2' •2' •2' •r •4' Q .______ 2 100' 100' 5 4 3 2 1 t 100' 100' 100' 100' 100' 2455.15' 70' 120 •4' 122 ••' g 124 ••' 125 N 100' 100 100' 100' g 2 DATE w 41 DRN M SC 5 4 .E6 5Add 1 3 2 1 - 100' 100' 100' 100' 100' 110' •0' 100' 100' 100 100' 100' g 2 DATE w N DRN M SC 5 4 3 2 1 N Itor • 100 6 100' 7 100' University Ave PROPOSED RESURFAC ING 8 100' 2 100' 1 100' 1 100' 100' 1 100' Y. 6 100' 1 100' 100' 100' 10 100' 100' 100' I 100' 1 100' 30' • 100' 100' too' 4 3 2 DATE w N DRN M SC K g Icew No 2 of 2 A g 5 100' 6 100' 7 100' g N 0 • - 100' 1 10o' 1 100. 1 Is • weo.I RESURFACING IMPROVEMENTS MIO.I No R -S•{3) DESCRIPTION EAST EIDE a - MD ST TO 12711 ST tins Easkatin DWN SY SC DATE w CONTRACTOR DRN M SC K Ti I Icew No 2 of 2 F I AN HOLD CORPORATION • IRVINE CALIFORNIA 1:1381A/f1N EJNIMVSO 0 2 2 5 s tlVSLO e]ewna Am e3rbO3b rrn ulnAlnnl C1n1IAAWUfl PLAN HOLO CORPORATION • IRVINE CALIFORNIA 1