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HomeMy WebLinkAbout3154-1IT. 9 Wa Aki&tWD b2t=: 1. C.O.NSTRU T a AC OVER a ��� AG €GATE BASE PER SOLS fiEPMT. 2 CONSTRUCT S" QM & GUTTER PER CITY OF FONTANA STD. DETAIL W. 11000. ,& -CONSTRUCT 4" PCC SXMV PER CITY OF FONTANA E STD. DETAIL NO. 1.01 (5w8'). 1006 A ;&-CQNSTRUCT 8" CURB ONLY PER CITY OF FONTANA ' STD. DETAIL NO. 1031000.IQ 5 )-CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 0ETAtL W. 1006 1003. Q �' 6 CONSTRUCT $s PCC WS SAY PER CITY OF FONTANA S1D. DETAIL NO. 1005. 7 CONSTRUCT PARAS" MAN TAPER PER APWA SID 140--2. @-REMOVE EXISTING A.C. PAVU01T. (D-GROIND EXISTING A.C. PAVE IT 5' WIDE 0.15' DEPTH. 1 D CONSTRUCT VAMAIU TMCKNESS AC OVERLAY (0.15' L#N.). 11 SAMICU PAVEMENT. T EXISTING P G . ,1 ADJUST WATER 1i 4 TO GRADE PER CITY Fi�+ITANA STD. DETAIL NO. �-X6000. IQ C1�a�,tt�i�s• 333,285 5F &-POVV POLES TO BE RELOCATED BY OTHERS 15 WATER METER TO BE RELOCATED REi2 FONTANA WATER 8 -FIRE HYDRANT TO BE RELOCATED PER FONTANA WATER CO. PLAN N0. 2,8, BY OTHERS. IQ 5-CpµSTRtiCT RApN1l GRGAL DRIVEWAY ENTRANCE PER Q CITY OF FONTANA STD. KTAiL NO. 182-E-1002 MODIFIED. 18 TRAFFIC SIC#N1U. TO K R&O!CAIEp BY OTHERS DETAIL NO. 106.4693. DELETED IQ 2p FNSTALL YX6' REDNKIOD HEADER PER OETAtL ON SHEET 2. @-REMOVE EXISTING CURB AND GUTTER. O -REMOVE EXISTING AC BERM. 2Q---MAII 80X TO BE RELOCATED PER GN INSPECTORS REQUEST 644-si(;N TO BE RELOCATED PER CITY INSPECTORS REQUEST PRO7 ECT IN PLACE 7,70 LF 56,167 SF 9,959 LF 9 EA 2*692 SF 204,358 SF 2,441 SF 140,172 SF 5,176 LF 27 EA 38 EA 49 EA 19 EA IOL 9 EA 9,143 SF 1 EA 0 , 408 SF-- �1� 472 LF 2,710 LF 555 LF 16 EA 17 EA 97 LF IPat C &FAL 4015/1'.. COUfiIi'Y C3P ATN B RNARDINO _ ' 1 10"80 AP'PROM: 006M. V ON TOP OF CUID 66* OW 4f O*XtY A Wwo 3W 7H OF : cam,. DAT AIN REVISIONS PER ADDENDUM NO. SECTION 4218/4217 OF THE GOVERMENT CODE REQUIRES A DIG ALERT IOWFICATIO N NEER BE ISSUED BEFORE A PERMIT TO EXCAVATE WEI BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDSiGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 WO WORKING DAYS BEFORE YOU DIG may. REM"Ew'scri"tN STR��` Il�Pt�V��tT NS 0 A iR R Y A V . ..... NUE .R.. t�'A AV�l�if r Q�VUE Its THS CITY 0 F��r1TA 1�► �►l�i TME �4U�lTY CSF 5��1 � � 27 REMOVE EXISTING PCC DRIVE APPROACH REMOVE E%IS11M6 SIGN REMOVE AGQ 29 REMOVE EXISTING TREE a --REMOVE EXISTING PCC SIDEWALK 37 REMOVE EXISTING CATCH BASIN. 32 EXISTING ff#!GE TO 8E RELOCATED TO PROPOSED RIGHT OF WAY ZGLF OR WIF INCLUDING GATES IF ANY IN KIND D �33 GQNSTRUCT 30" RCP STORM QRAIN Q- CONSTRUCT CURE OPENING CATCH BASIN PER AMERICAN PUBLIC WORKS ASSOCIATION STANDARD PLAN N0. 300-2, SE DETAIL ON SHEET N0. 9. @)-CONSTRVCT LOCAL DEPRESSION PER SAN BERNARDMIO COUNTY TRANSPORTATION DEPARTMENT STANDARD PLAN N0. 2038, SEE DETAIL ON SMEET 8. (,3-6')-- CONSTRUCT 24' RCP STORM DRAIN MatisF�i•� J DATE I EWR. I . MY I DATE LUMP SUM 6 EA LUMP SUM 9850 SF 2 EA 169 LF 15 LF 3 EA 3 EA 32 LF 318 LF 4053 SF 1460 SF 0 51 CON5TRUCT RADIAL RE5I0ENTIAL DRIVEWAY PER CITY OF FONTANA STD PLAN NO. 1002 (MODIFIED). 52 CONSTRUCT CURB DRAIN PER APWA 5TD PLAN NO. 150-2. 53 CONSTRUCT PARKWAY DRAIN PER APWA 57-0 PLAN NO 151-1. 54 CONSTRUCT MASONRY RETAINING WALL PER 5TD. 618-2. H PER PLAN. @)--00N5TRXT CONCRETE COLLAR PER APWA 5T12 PLAN NO. 380-3. 56 REMOVE AND ABANDON EXISTING IRRIGATION STAND PIPE INCLUDING ALL APERTURES NECE55ARY, PLUG PIPE ENDS, BACKFILL AND COMPACT. 57 REMOVE AND RELOCATE EXISTING LIGHT POLE, FOUNDATION AND MA5ONRY WALL INCLUDING ELECTRIC, AND WATER. (TO BE SALVAGED TO PROPERTY ONNER IF NOT TO BE RELOCATED) 58 CONSTRUCT BRICK AND MORTAR "BULKHEA©" AND ABANDON STORM DRAIN LATERAL IN PLACE. 59 ABANDON SEPTIC TANK AND INSTALL 5EWER LATERAL CONNECTION PER DETAIL IN APPENDIX. 6�-REMOVE 1 NTERFERI NG PORTION OF EX157I NG PIPE @--REMOVE ENCROACHING k4ALL AT RIGHT OF WAY AND RECON5TRUCT END TO MATCHING EXISTING 62 REMOVE TYPE A5 SHOWN @-RELOCATE TYPE AS SHOWN 64 RELOCATE TYPE AS 5HOWN BY OTHERS SANTA ANA AVE: 17,360 IF - 600 APPLY DOLIaLE YELLOW STRIPE PER CALTRANS ... .: STD. PLAN A208, DETAIL 29. 41 . APPLY DOUR LE YELLOW STRIPE PER CALTRANS 1100 STD. PLAN A20A, DETAIL 22. --- APPLY 1OOrMM (4") WHITE LANELINE PER LF CALTRAI*IS STD. PLAN A20A, DETAIL 12 MODIFIED WITH TYPE C MARKERS, STA. 17+00 TO 26+90 APPLY 200MM (:8") WHITE LANE DROP LME 5 PER CALTRANS STD. A20C, DETAIL 378 EA APPLY 1OOMM (4") WHITE STRIPE PER DETAIL HEREON. 7 45 APPLY 300MM (12") WHITE STRIPE �---- APPLY PAVEMENT MARKING AS SHOWN PER 1040 CALTRANS STD. PLAN A24A. #7 APPLY 200MM (8') WHITE STRIPE PER 10 CALFS STD. PLAN A201)s DETAJL 38 EA MODIFIED WITH TYPE C MARKERS. -- INSTALL SIGN AND POST, TYPE AS INDICATED, 12 PER CITY OF FONTANA TRAFFIC DEPT. STD. 1000 APPLY 100MM (4") WHITE LANELIINE PER *Y,.DETAILS flRNEW CALTRANS STD. PIAN A20A, DETAIL 12. �-- APPLY 20OUM (8") WHITE STRIPE PER LF CALTRANS STD. PLAIN A201), DETAIL 38. MatisF�i•� J DATE I EWR. I . MY I DATE LUMP SUM 6 EA LUMP SUM 9850 SF 2 EA 169 LF 15 LF 3 EA 3 EA 32 LF 318 LF 4053 SF 1460 SF 0 51 CON5TRUCT RADIAL RE5I0ENTIAL DRIVEWAY PER CITY OF FONTANA STD PLAN NO. 1002 (MODIFIED). 52 CONSTRUCT CURB DRAIN PER APWA 5TD PLAN NO. 150-2. 53 CONSTRUCT PARKWAY DRAIN PER APWA 57-0 PLAN NO 151-1. 54 CONSTRUCT MASONRY RETAINING WALL PER 5TD. 618-2. H PER PLAN. @)--00N5TRXT CONCRETE COLLAR PER APWA 5T12 PLAN NO. 380-3. 56 REMOVE AND ABANDON EXISTING IRRIGATION STAND PIPE INCLUDING ALL APERTURES NECE55ARY, PLUG PIPE ENDS, BACKFILL AND COMPACT. 57 REMOVE AND RELOCATE EXISTING LIGHT POLE, FOUNDATION AND MA5ONRY WALL INCLUDING ELECTRIC, AND WATER. (TO BE SALVAGED TO PROPERTY ONNER IF NOT TO BE RELOCATED) 58 CONSTRUCT BRICK AND MORTAR "BULKHEA©" AND ABANDON STORM DRAIN LATERAL IN PLACE. 59 ABANDON SEPTIC TANK AND INSTALL 5EWER LATERAL CONNECTION PER DETAIL IN APPENDIX. 6�-REMOVE 1 NTERFERI NG PORTION OF EX157I NG PIPE @--REMOVE ENCROACHING k4ALL AT RIGHT OF WAY AND RECON5TRUCT END TO MATCHING EXISTING 62 REMOVE TYPE A5 SHOWN @-RELOCATE TYPE AS SHOWN 64 RELOCATE TYPE AS 5HOWN BY OTHERS SANTA ANA AVE: 17,360 IF - 600 LF ... .: 1 7ITLE STET 1100 LF 2 000TRUCTION 4 GEN AL NOTES 1385 LF 3 $TA, 10+00 TO 17+00 4 STA. 17+00 TO 26+90 5 STAB. 26+90 TO 30+45. 20 EA 5 STX *+4&50 + & TO 47+00 7 STAG. 47+00 T4D +6Z$1 5 STA. W+62.81 TAD 64+00 1040 LF9 IN -S TION DETAIL - JUR.UPA AVE. 10 1l 'AM' OETAL -- STA ASA A11IE. 29 EA 11 t ETArI1..5 12 S MVIVAY DETAILS 1000 LF 13 *Y,.DETAILS flRNEW 14 .90M AND STMNG - STA. 10+00 TO 35+00 350 LF 15 S 00 AND SIRIPiNG -- STA. 36+00 TO L.D. DING, INC. 2151 CONVENTION CENTER WAY SUI -TE 10.0 ONTAR10, CA 9174 (9Q) 9-7--;.0200' CARL j..,:.. a:5�434 t�A . , 1 ES 6-30--05 65 REMOVE AND GAP IRRIGATION SYSTEM IF ANY 9-CONOTRUCT CURB RAMP PER APWA STD. PLAN NO. III -3 CASE AND TYPE PER PLAN @---CONSTRUCT b" AG PAVEMENT OVER COMPACTED NATIVE *)-5EE STORM DR,4N PLANS @�)-55E STREET IMPROVEMENT PLANS PER DWG. NO. 4165 (D -55E TRAFFIC SIGNAL PLANS PER DWG NO. 3476 T2 SEE TRAFFIC SIGNAL PLANS PER DWG NO. 4166 T3 SEE TR,4PF1G SIGNAL PLAN5 PER DWG NO. 3475 T4 SEE TRAFFIC SIGNAL PLANS PER DWG NO. 3473 Construction contractor agrees that in Cjiorri0 Council ocCQ,,r-,dd .ce .with c;�;enerafty aicce;atacl of Civil Eng►re¢rr cc nst.rvction. pr.gct1C-qa, construe -tion &land S►1rveyor1 contractor will be roquired to qswme 8.016 and complete rneWity for. job site conditions during the course of construction o6- the project, including safety of 0.11 ns and r eq en1t shall be made to p6rso p ��op�'ty� tlro-t t#�� f . apply contlnuodsl:y and' not b6 i1m- to normal working hears, and construction centroator further agrees to defend, indemnify and hold design profesWoncd harmless from any and: all. liability, real or' act ed, in connection with the performance of work on this pro ject, excepting Iiab lit,y arising -from the `eote n ttg�anc,� of design profesoion.al. All contractor and subcont. ractor�s performing. work shown on or relcted to the piano. �shQll conduct their operotiuns so that employ sire. pr vi4ed a sit pla.+c�e to workand the public is protecto4.- All contractors Lind .subcontro6tors shall comply with tlt.q 60' .c,cu.:pationwl Scfety and Health Requllptlpns" of the U.S. Dqortment of Labor on.d with the St 0 of'C:at:if0m.1 t : pgr"tr-nent of industrial Relations construct -ion Saki►. { di sh. TheCIA Engineer shall not be re pan i t in. qny .w0y ` a the c� ntraa or or subcontractors CQ ffo-n ce Wit ' s !4. >r equi. a 1on-s wtl ordeEr-e. The existenop.,:wd upproac4mate locotton of ony underground utilities of �i-fur s -own on these plans are obtained by a search ofa I Ole rawr4o. To the best of our knowledge, there are . no.. ex10.t �t�lLt -o�'+widow. except ccs shorn on these. pLam i n n ' . apsum- ea no .I14bil ty cm to the exact location of .mid time nor for utft}yes or ir-rigption tines who" locat-ions. ore not shown. The contropt '*hall be re ..onsite nob , i .9 oil ut�.ity and irri9c�ttvr companies prior to wo* on en9votkImtp t edit lowtion of all knee ctff, ting this w ,, whs "'i hot sha�rn heron, and for �.ny d-om.aset or "e►ctron of these lines. The controctor sholl oatll in a locoticn request to Under'grpund Service Alert Phone 1 . -2.27--26-00 twworking Prr . to digging. No construction perm -it issued by Public orkp Poportmont sholl be valid involving under� ''Qund:.f;4cJlJtt ..amiss .the op plicvnt ncas an in+q lr}r aclerr .tf i b► to e,d by U.,S.A. .OVER AVE - To Muses is"W Wallow Is SHOULD CONSTRUCTION OF TH,E REQUIRM IMPROVEMENTS, NOT ` COME WITHIN TWO, Y-EQ.S OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER. T14E CITY EW-INEER MAY REQUIRE REVISIONSJO THE PLANS TO affiNG THS li COW, t k► E WITH COND-iT`l 5 .ANO . STM i✓S 1 1 :EFFECT. to m z a w Is a IWs 19 a jwa►a'w -61W9 v &r,-ftAWM%W 'U. ML aw A. CHERRY AVENUE '.: PS .. AS SHOWN SLO% ME VY: 7, 777- P�w�* � lr Ad S1 354 1�