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J.::..::.... r... h:.....:... r.. r....:.... lr:. rr:: l.V: r.::::•:•:.:•:::: • � •. • . , .....J..:.:.:.r....Jr.J.l.x...r......:....:.....-.x.-r... _........_:....n. x.... r......x..r........J......r.-....-...r..:....r..--J...:.:..J.:...r..n.r.:.......x....._:-..r........x.:J..JJ.J_.J:..:._A.J..:r.:.r..J-.rr:-..r.J.r.....,r.:........:..::.r.r......:.r:::J..r:-::•:.:{:•r.:v:r:x:::::rrr: r::: r: •.vr:::::-•J.••..r.:•J: •.:i:. �: x::}x: r: r: ••. 131s 763+00 ...... Fi{! r_F i r INTERSECTION 763+20 FOOTHILL BLVD. _ 10+00MANGO AVE. } r ..............................:................. -.....r -...-....r......-...:.........:....., ..................................................................... : Ji : ....................................................:::.... L......... Zj ................................................................................... } ............................ ..... ................................:. ............... J.::..r.......................... ;.� .: � ..::..:...:.• N.T.S. AND EXTEND TO MATCH RETURN - /v tr r• BACKFLOW PREVEN TOR �J r_F i r INTERSECTION 763+20 FOOTHILL BLVD. _ 10+00MANGO AVE. } r ..............................:................. -.....r -...-....r......-...:.........:....., ..................................................................... : Ji : ....................................................:::.... L......... Zj ................................................................................... } ............................ ..... ................................:. ............... J.::..r.......................... ;.� .: � ..::..:...:.• N.T.S. AND EXTEND TO MATCH RETURN - /v tr r• PROFILES FOOTHILL BLVD. SCALE: HORIZ.: 1 "=40' VERT.: 1 "=4' A 768+00 63 LF, 8" CONDUIT TERMINATE 2' BEHIND CURBS qFF I ANW.APF IRRIGATIDN i s v • ry 1324 1 322 1320 1318 1316 1-800-422-4133 CA LL AT LEASTTW 0 WORKING DAYS PRIOR TO EXCAVATING ��AL k_7/-. UNDERGROUND SERVICE ALERT OF SOU7MM CAUFOMA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 1326 NOTE: THE BID SET OF SPECIFICATIONS SHALL PROVIDE 1324 ALL STANDARD DETAILS FOR BOTH THE CITY &STATE AS THEY ARE CALLED OUT ON THIS SET OF PLANS. 1322 ESTI-MATE OF CONSTRUCTION �s2o QUANTITIES—MEDIAN (FOOTHILL BLVD.) 1318 1326 CONSTRUCTION LEGEND DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO.SHEET'. OS SBd 86 R 15-61 R 15.86 4 23 G Of ESS R Q REGISTERED CIVIL ENGINEER �� F y - t^ 7 Y I S 4, DAIfiQ M. McGtASSON p N0. 38482 LANS APPROVAL DATE * EXP. 3/31/97 CIVIL q �FOF R CArY \O L1 1324 BACKFLOW PREVEN TOR �J J _ 'LL � 1322 DECIDUOUS TREE .. ---- LLJ DRAIN INLET AC PAVEMENT OVERLAY 1320 r } cf ZD i ` .• DRAINAGE MANHOLE -•tip>-r Wit: e:•i./'L %.................. .... .Er. ........l..::r ' •� ., • CONTROLLER &SVC. PED. TYP. �L NOTE 6El _�u� fZ-( , LiGHT POLE STRAIGHT a:xt la PAL PLANTED MATERIAL 1326 RSRE (MEDIAN ONLY) 1324 EXIST. LEGEND WATER RISER OF FONTANA STD. DETAIL 131. SG SIGN ASPHALTIC CONCRETE EXISTING CURB SEWER MANHOLE PAVEMENT CONSTRUCTION . .,; :,:.::�.: r ;, . �_...ri i Qri 6 1 2" AC ON 6" CL II AGG. 11 BASE k! •i.! A.C. OVERLAY, ... r . •. .: rr .. .., .... .•.rt•''C.i ei 1•i .yW il'• : ..•. .: h A PAVEMENT AND PROVIDE POSITIVE ENS h DRAINAGE RETURN 1740 SF PCC HANDICAP RAMP AND N.T.S. 768+36. TO 771+84 CASE E i J r t PROFILES FOOTHILL BLVD. SCALE: HORIZ.: 1 "=40' VERT.: 1 "=4' A 768+00 63 LF, 8" CONDUIT TERMINATE 2' BEHIND CURBS qFF I ANW.APF IRRIGATIDN i s v • ry 1324 1 322 1320 1318 1316 1-800-422-4133 CA LL AT LEASTTW 0 WORKING DAYS PRIOR TO EXCAVATING ��AL k_7/-. UNDERGROUND SERVICE ALERT OF SOU7MM CAUFOMA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 1326 NOTE: THE BID SET OF SPECIFICATIONS SHALL PROVIDE 1324 ALL STANDARD DETAILS FOR BOTH THE CITY &STATE AS THEY ARE CALLED OUT ON THIS SET OF PLANS. 1322 ESTI-MATE OF CONSTRUCTION �s2o QUANTITIES—MEDIAN (FOOTHILL BLVD.) 1318 1326 CONSTRUCTION LEGEND DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO.SHEET'. OS SBd 86 R 15-61 R 15.86 4 23 G Of ESS R Q REGISTERED CIVIL ENGINEER �� F y - t^ 7 Y I S 4, DAIfiQ M. McGtASSON p N0. 38482 LANS APPROVAL DATE * EXP. 3/31/97 CIVIL q �FOF R CArY \O L1 1324 BACKFLOW PREVEN TOR DESCRIPTION BTF 1320 BRASS TAG FOUND OU D AC PAVEMENT CONSTRUCTION 1322 DECIDUOUS TREE .. ---- 1318 DI DRAIN INLET AC PAVEMENT OVERLAY 1320 DRAIN INLET WITH GRATE Al -8 PCC MEDIAN CURBS 1316 DMH DRAINAGE MANHOLE PCC IMPROVEMENTS 1318 ; rn CONTROLLER &SVC. PED. TYP. �L NOTE 6El _�u� fZ-( , LiGHT POLE STRAIGHT AC PAVEMENT CONSTRUCTION PAL PLANTED MATERIAL 1326 RSRE (MEDIAN ONLY) 1324 EXIST. LEGEND 1322 BFP BACKFLOW PREVEN TOR DESCRIPTION BTF 1320 BRASS TAG FOUND OU D r:..rr: DEC DECIDUOUS TREE .. ---- 1318 DI DRAIN INLET CONSTRUCT PER STATE STD. A87 ' DIG DRAIN INLET WITH GRATE Al -8 PCC MEDIAN CURBS 1316 DMH DRAINAGE MANHOLE PLANTED MATERIAL & IRRIGATION N ........... ;-F�,.....................................oda-........._ :_:_ __.:.:::::::::::..:._. � Q-. .--............- ............. .............. EVERGREEN TREE DESCRIPTION FH FIRE HYDRANT r:..rr: ................................ 12� :::::.:....J..: 1320.44 .. ---- GW GUY ERE E CONSTRUCT PER STATE STD. A87 ' HC HANDICAP FACILITY Al -8 PCC MEDIAN CURBS IPF rl-FR/W TO FIT TRAFFIC SIGNAL PLANTED MATERIAL & IRRIGATION N �•� ; rn CONTROLLER &SVC. PED. TYP. �L NOTE 6El _�u� fZ-( , LiGHT POLE STRAIGHT AC PAVEMENT CONSTRUCTION PAL PALM TREE 6 1/2 AC ON 6 CL iI AGG. 11 BASE RSRE ELECTRIC RISER IRRIGATION PAVEMENT PATCH PER CITY ate'.REMOVE WATER RISER OF FONTANA STD. DETAIL 131. SG SIGN ASPHALTIC CONCRETE EXISTING CURB SEWER MANHOLE PAVEMENT CONSTRUCTION STU Qri 6 1 2" AC ON 6" CL II AGG. 11 BASE ©o,•; A.C. OVERLAY, #6 AND EXTEND TO MATCH FEATHER NORTH SIDE TO MEET EXISTING h A PAVEMENT AND PROVIDE POSITIVE ENS h DRAINAGE RETURN 1740 SF PCC HANDICAP RAMP AND N.T.S. 768+36. TO 771+84 CASE E o c °� ASEMENT a' W 0 CITY OF i� ONTANA CTION TRAFFIC DETECTOR EASEMENT TO CITY DECORATIVE PAVING SEE CONDUIT PLAN- FOOTHILL BLVD. I 1 11 ?77 BY OTHERS (SHEET 10) FOR STREET LIGHT STATIONS. C THE' STREET LiGI4TS 514ALL CONSIST of T14E INSTALLATION OF ORMA MENITAL POLE CS) ; FIXTURE INSTALLATION SIANLL BE - Al FOLLOWS: 22,000 HIG14 PRCSSURM&0E)IJNl:LL1MlMA1bZL, COISRA 14EAD CUT=OFi- LEMS•E Vdl� 14-f1 (Co)FELT MAST ARMi MOUNT&D (30) PEAT 14tg14 EVE EVERGREEN TREE DESCRIPTION FH FIRE HYDRANT SAW CUT AND REMOVE EXISTING AC GI GRATE INLET PAVEMENT GW GUY ERE E CONSTRUCT PER STATE STD. A87 ' HC HANDICAP FACILITY Al -8 PCC MEDIAN CURBS IPF IRON PIPE FOUND PLANTED MATERIAL & IRRIGATION N LP LIGHT POLE WITH ARM SYSTEM LIPS LiGHT POLE STRAIGHT AC PAVEMENT CONSTRUCTION PAL PALM TREE 6 1/2 AC ON 6 CL iI AGG. 11 BASE RSRE ELECTRIC RISER IRRIGATION PAVEMENT PATCH PER CITY RSRW WATER RISER OF FONTANA STD. DETAIL 131. SG SIGN ASPHALTIC CONCRETE SMH SEWER MANHOLE PAVEMENT CONSTRUCTION STU STUMP 6 1 2" AC ON 6" CL II AGG. 11 BASE NOTE NOTE # UNIT DESCRIPTION 1M 1 M 18,140 SF SAW CUT AND REMOVE EXISTING AC UP UTILITY POLE PAVEMENT 2M 2248 LF CONSTRUCT PER STATE STD. A87 ' V UNIDENTIFIED VAULT Al -8 PCC MEDIAN CURBS ELECTRIC VAULT 7837 SF PLANTED MATERIAL & IRRIGATION N #3 11,163 SF SYSTEM 4M 8782 SF» AC PAVEMENT CONSTRUCTION 6 1/2 AC ON 6 CL iI AGG. 11 BASE NOTE UNIT DESCRIPTION # 1 1039 LF PCC CURB AND GUTTER A2-8 PER UP UTILITY POLE STATE STD. A87 2 3193 SF 6" THICK PCC DRIVEWAY V UNIDENTIFIED VAULT CITY STANDARD 102—C ELECTRIC VAULT VTS 4 THICK PCC SIDEWALK EXCEPT AT #3 11,163 SF DRIVEWAY LOCATION—CITY STANDARD WSTALL NCYV STREET LIG147 102—C 1 1 Z2 WATER STUB FOR MEDIAN #4 45 LF IRRIGATION PAVEMENT PATCH PER CITY OF FONTANA STD. DETAIL 131. ASPHALTIC CONCRETE #5 32,526 SF PAVEMENT CONSTRUCTION 6 1 2" AC ON 6" CL II AGG. 11 BASE A.C. OVERLAY, #6 8462 SF FEATHER NORTH SIDE TO MEET EXISTING PAVEMENT AND PROVIDE POSITIVE DRAINAGE #7 1740 SF PCC HANDICAP RAMP AND CURB RETURN NSP A88 CASE E 4" GALV. STEEL SLEEVE FOR IRRIGATION #8 100 LF LiNE. PAVEMENT PATCH PER CITY OF FONTANA STD. DETAIL 131. #9 �. EA CONSTRUCT NEW POLE BASES ER STD S. AS SHOWN ON PLANS. EXIST. STREET LIGHT POLES, -T-G- ' 9G ^ TIGHGCOORDINATE WITH CITY OF FONTANA PUBLIC WORKS DEPARTMENT TEL TELEPHONE TS TRAFFIC SIGNAL TSL TRAFFIC SIGNAL DET. LOOP UP UTILITY POLE USA UNDERGROUND SERVICE ALERT MARK V UNIDENTIFIED VAULT VE ELECTRIC VAULT VTS TRAFFIC SIGNAL VAULT WV WATER VALVE WSTALL NCYV STREET LIG147 SCALE: 1" = 40' : ILILW §IWil MWam_mIR/Will &Vi0m ).D. k l,VUIv I T UttJiUIVH I IUIN DUO kUJ /— 1 1) INUK IMLAJ ',ORNER FOOTHILL BOULEVARD AND PALMETTO AVENUE; BRAS -S )iSK IN EAST TOP OF CURB OF PALMETTO AVENUE, 72' NO Of ',ENTERLINE FOOTHILL BOULEVARD AND 2' NORTH OF EAST ;URB RETURN. 'I FVATInN = 1.-ian F)4 111 :� I, -� nAT[ IM) Revisions: NO. DESCRIPTION DATE ENG.AP. APPROVED DATE a�fl NF02Ml�TlOti14L_ rzCF. r.Iorr= -ro $05 L911,4196s 9.?.}L•9T I IS.NOSCrdFE FL4#uS t=b2 MEP.CAP 4 [AuDSLAP}w(rs Prepared By. Chi Engh"Ift - Land PbrWV - laes>tn CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY: = DATE: JCJ WAL-MART REDEVELOPMENT CENTER 7/8/94 DESIGNED BY: PM #13614 RWM HIGHWAY IMPROVEMENT 4 CHECKED BY: FOOTHILL BLVD. DMCG OF 23 SHEETS W.O. DWG NO. APPROVED: 1•.� or 2108—A c/ c- CITY ENGINEER R.C.E. 26126 EA 38310 K