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R -3 0- m o , d05d F0-(iU 6 YSNocg- 0 BR PN�'p4 LT 7 a �a v0 fl SP y .^ S S1\la 6 St UO 1 O d , 050 r1 m cri 5''a da Li ae, Z. 5SN\ZO SS. s. y .G `a SP 01V0 g, `LII. �" nac\F\0 SEE TYPICAL SECTIONS OZ & 30 Li a 1- O C> O- co y'� 0Q iiiti o� a 4 e" 1m °e 4r Gs GE°adF- S NO at oe TOE,_ aV3 9 317IS5 - ry "k, s r 13�b°d'bw r r'~ x_t. >i..'�O nc 31.1 co 1E- ULU Ap,NNCat:02(cr NOR 0:1 tit b +�P AND GENERAL NOTES NO. 2 EGR°"`5\ 3 00 . ��V ad 5 5T. ON SHEET 2 �` \:(1C c0NER o 0 v EOsS o 7\' V !:. ULRJA0 -7 IS .0"N`toca R �y a� M c7A cuGTR M - 3r L 2� 6A. S CEN 3 s '^ i o ?aN r 47 2- f NOSvpT �OESptI 5T o �' a mILLER AVE ��d 1�l`' CHOP Pu o w s �a NN3NOSP r a 's wn' r i i r� a Z15N05103 o X W d a 'Q m W °`�p i o � � 0 5 a Q ��d , W d 3 W L �mCORTF: a ¢ w� V.9NWAY AVE: (PVT.) ; d; w J r t IELD ? F 2:55', J y " u T w e dm 1. _ N SEE TYPICAL SECTIONS O2 3 4.3 iU .- a In. ¢4N AND GENERAL NOTES NO. 2 =eHAG Od, m-6,IU".PE ON SHEET2 ` �s °N o pMEOn '" mo �ij A� > oa K a a o THNR� "' 3M A bEP a T„ rN F d s WILSHIREAV? m `w 3pS 3 PV �l dN\ylm °*° SOOMKENW00DAVt O z 43v 3P4a. sa k C7:4:?:, 1p M3NHDIH 50tJTHWpOp AVE d 'r > EERNW000 5T NE \ 500:-,00.0)3,. �aN��oo FEROSC 0 -' 50*-' k/NORU. 10 VON'> b'rS d0 Si0 � S+ SV PIE. � � �\AVG y' 0vly N'2,(2',.2 � p � ,�� o� yNGoyN r < di Pl H� nP m rc 15 OOOMNB3i r NO l3Bn �a0 �'' °'S SF' Lv LE w " fj to V1t cs lr 3ltlO5Ntl"f n ( S�P�= 61- 4) 1--- , 5 Ala3A3B' DEC.. ST N';'bJ A3b/7VPV(c, G.( P C. z �O p 31ow7- fi - � �Rfr O 3 °� �� ° y0�3 -1 Sa ? s -s aT 4l NOS" JJ Cc " Wo EA /reT a d� ..� MANE 15 AVB33O ,Cf >'40 g �i ')a�� pP 2 �' ALE? FL 1S A3831NOw BB31 135$05 RD GA, 0 1313 El cOsiz< 04, sodnvo ctc- Go 0 0305 GLENDORA DR cko 3°. aleN071V 10 30 01211101 300:3113:0333:00e1:0:1121d00:31d3,3M41.1/4fr.170 10 /do galdt le.129 4) 010 00. 100 all Aso 130 V1SVHS cc 5 o 5 ocso 42, Ico 1 ::::( 38886; 1 2 I :I: 41%) - 3::C?::4\M:\ 3' - 'C CC Id al I- 0 CC 0 0 0 }30 OVN30 80 044 fel hi CI t f 1;6 44GS MO 0004433,v, Yrod 4:o, timbere:;,0,:cfs. Sntavncia II to oF '6 Gel 834101 SAN JUAN BLVD a id rt titi t* 6 4, UPPER LOCK RD lc? 34 or 3,07 A- LONNI OR NAUGHTON AVE o vc cc :co 4,3ssfr LLI DESCRIPTION 0 LLI 07 0_ 0 tn 1,13 lot LJ co CI - 15 0 a Cs 4 to Et LOCATION SURVEYED BY: 6 0 0 DESIGNED/DRAWN BY: H.A DATE:1/07 0 CHECKED BY: O.C. SCALE: N.A. PROJECT NO.: 467004-46000-7020 CASE 4 DRAWER SET SHEET 1 OF 2 ITEM'S DESCRIPTION LOCATION # TOTAL ESTIMATED UNIT 1 2 3 4 5 6 7 8 9 10 11 1 2 13 14 15 16 17 18 19 20 21 Grind 0.25' AC from lip of gutter to lip of gutter SF 9300 9300 Grind 0.15' AC from lip of gutter to lip of gutter SF 16000 4000 20000 Grind 0.1' AC from lip of gutter to lip of gutter SF 5500 4300 11000 44500 29500 6700 18000 20500 17000 16500 11000 24000 18000 8000 22500 18500 20000 19500 12300 327300 Overlay 0.25' AC from lip of gutter to lip of gutter. TON 187 187 Overlay 0.15' AC from lip of gutter to lip of gutter. TON 191 48 239 Overlay 0.1'-0.15' AC from lip of gutter to lip of gutter. TON 132 188 118 438 Overlay 0.1' AC from lip of gutter to lip of gutter. TON 44 34 87 358 237 53 140 163 134 132 88 193 141 64 73 149 159 2249 6" deep base failure repair (in two 3" lifts) (Aggregate Base Streets) SF 700 1000 340 340 400 36 150 200 200 150 800 1040 300 1800 2600 10056 6" deep base failure repair. (Concrete Base Streets) SF 150 150 Remove and replace concrete curb and gutter.(1'-3' gutter) LF 200 80 5 221 45 20 8 95 4 54 140 200 40 80 90 35 34 1351 Remove and replace concrete curb and gutter.(6' gutter) LF 60 60 Remove and replace concrete sidewalk SF 1060 280 150 1050 120 1050 125 60 3895 Construct Wheel Chair Ramp as per City Standard. EA 2 2 Reconstruct top of Catch Basin EA 1 1 Adjust MH riser ring to grade EA 1 2 3 10 2 1 8 4 1 3 4 4 8 3 2 3 3 2 3 2 69 Adjust City Monument rim to grade. EA 2 2 2 2 4 12 Adjust water valve rim and barrel to grade EA 1 1 2 3 5 1 6 2 2 2 25 Adjust monitoring Well to grade EA 1 1 Install 12" wide white thermoplastic stop bar/limit line LF 15 63 18 30 30 15 110 80 72 190 85 30 15 753 Install 12" wide yellow thermoplastic stop bar/limit line LF 318 318 Install 'STOP' thermoplastic pavement EA legend 1 4 1 2 2 4 1 4 4 1 2 1 2 1 30 Install 'SLOW' thermoplastic pavement EA legend 4 4 Install detail 23 LF 100 100 Install type I (10') thermoplastic Arrow EA 5 2 7 Install blue reflector EA 2 2 4 3 3 2 2 1 3 6 1 2 4 1 2 1 39 L_ 0 1' G 0.15' -OVERLAY (TYP.) BASE FAILURE REPAIR 4' - MIN. - (TYP) VARIES C 0.15' OVERLAY (TYP i 0 1' - OVERLAY FROM 0.1' AC AT L.O.G. TO 0.15' AC AS SHOWN. GRIND 0.1' AC L.O.G. TO L.O.G TYPICAL SECTION LOCATIONS "1 7", "2❑" s< "21" TYPE C2 -AR -4000 (1/2" DENSE MEDIUM) NO SCALE GENERAL NOTES : 1- CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS FOR ALL LOCATIONS PRIOR TO BEGINNING OF WORK. 2- THE FOLLOWING STREET SEGMENTS HAVE DIFFERENT CROSS SECTIONS: A- LOCATION "1 3" - 29TH AVE: GRIND AND OVERLAY 0.251FROM JUNIPER ST TO #210 29TH AVE AND FROM FLORES ST TO #62 29TH AVE. GRIND AND OVERLAY 0.1' FROM #210 29TH AVE TO FLORES ST AND FROM #62 29TH AVE TO EDISON ST. B- LOCATION "1 7" - 41ST PL: GRIND 0.1' FROM PACIFIC BLVD TO 40TH AVE. OVERLAY 0.1' AT LIP OF GUTTER TO 0.15' AT 6' FROM LIP OF GUTTER FROM PACIFIC BLVD TO CUL-DE-SAC. OVERLAY 0.1' FROM CUL-DE-SAC TO 40TH AVE. 3- PRIOR TO GRINDING OPERATION, CONTRACTOR SHALL RECORD THE FOLLOWING : A- EXISTING LANE WIDTH. B- EXISTING TYPE OF TRAFFIC PAVEMENT MARKERS, LEGENDS AND DETAILS AT ALL LOCATIONS. C- EXISTING LOCATION OF ALL MANHOLES, WATER VALVES, CITY MONUMENTS, MONITORING WELLS AND ANY OTHER UTILITIES. CITY INSPECTOR WILL CHECK CONTRACTOR'S RECORD FOR ACCURACY. 4- BASE FAILURE LOCATIONS AND QUANTITIES SHALL BE DETERMINED AFTER GRINDING IS COMPLETED. 5- ALL PAVEMENT LEGENDS, MARKINGS, LIMIT LINES, STOP BARS AND BIKE LANES ARE THERMOPLASTIC UNLESS DIRECTED BY THE PROJECT ENGINEER. BASE FAILURE REPAIR 4' f MIN.- (TYP) VARIES -GRIND 0.1' AC L.O.G. TO L.O.G. & OVERLAY 0.1' AC • TYPICAL SECTION LOCATION 11311 TYPE C2 (1/2" DENSE FINE) NO SCALE VARIES -GRIND AND OVERLAY 0.1' TO 0.25' AC L.O.G. TO L.O.G. BASE FAILURE REPAIR 4' - MIN. -- (TYP) T TYPICAL SECTION LOCATIONS "1" sc "2", "4" TO "19" TYPE C2 (1/2" DENSE MEDIUM) w I- C >- m DESCRIPTION 0 cna >z w Cr z_ U 4 LL Ul Ii W 0 I - W LIJ It I- N N F- W 0 7 (n w F O z Q z LJ (3 QUANTITIES, SURVEYED BY: 6 z O O m DESIGNED/DRAWN BY: H.A DATE: 2/20N 0 O 0 N N w I— Q 0 CHECKED BY: 0.0. SCALE: N.A. PROJECT NO.: 467004-46000-7020 CASE 4 DRAWER 1 5 SET B SHEET 2_OF_ 2 C \HDMATOUN\Projects\oriosP\2007 Street Resurfacing\SHEET1& 2 01/1//2007