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Home My WebLink About5647-2EXISTING CITY OF FONTANA 40.00' _1_ I NORTH EXISTING CALTRANS ULT. NORTH EXISTING EXCESS e�LTRANS 16 v7 R'18 2' I 151 I I I I I I VARIES 3.5' 0.2 TO 3.9 c� ov~i X w �� 22x EXISTING C/L 72.00' 20.00' CITY OF RIALTO 32.00' 20.00' 12.00' EXISTING VARIES 5.00' LS NEW 2" MIN. AC OVERLAY NEW 20 MINAC .� LAY 4.29% 3.06 TO 2g% TO 3.939° _ z r= LN EXISTING 3.5 AC EXISTING 4 AB PALMETTO AVENUE SCALE. 1' =10' VARIES 36.7' - 48.2' 39' 30' TO 36' 7 PAVEMENT CONST. EXISTING C/L C/L 4.13' 3' TO 9' 9 I I PROPOSED V EX. AC AC OVER AB PAVEMENT PAVEMENT m PROPOSED 3' MIN. UNDULATING BERM w z U-1 ui g 10' 2' TO 10' 2.7' MAX. 7X 'ROTECT IN 54.00' 49.87' 30.00' 9.5' TO 12.8' rmvrwLu oC u CURB o z ? ul �W EXISTING SURFACE I PROPOSED 2% ----2" _��ROP D PROPOSED2" OVERLAY AC OVER AB PAVEMENT PROPOSE REMOVE REMOVE AC OVER AB EX. AC EX. AC PAVEMENT PAVEMENT PAVEMENT .,E PARKWAY STA. 30+02 TO STA. 34+80 SCALE: 1' =10' NORTH NORTH EXISTI� 15' 10.87' VARIES (4.5 TO 73') 3.5' 1' MIN. EXISTING SOUTH 15.00' 10.00 5.00' 1' 11ry EXISTING C/L 49.87' 54.00' 9.00' 54.00' 30' 9.00' 9.00' 1 30.00' 13.2 TO 13.8 1' PROPOSED/ AC OVER AB PAVEMENT REMOVE EX. AC PAVEMENT a w 5 m C�z m g CL M 0 z 2' TO 6.8' 0 TO 2.9' 0 ui of R.C.E. N0. 56155 r s Exp. 12-31-18 Q q�F CSV `� o�� OF C A�\F z CONSTRUC110N NOTES: ow 5 In 1.00' PROPOSED 14.2' TO 15,2' Lu y 1' 5 CURB U O c� I I cc 10 z z JOIN EXISTING ' I oa Lj uj z 05; cow m c� 0 O U D ,X z a? ,= ° ?� X ao 1' CS 1' MIN. EXISTING SOUTH 15.00' 10.00 5.00' 1' 11ry EXISTING C/L 49.87' 54.00' 9.00' 54.00' 30' 9.00' 9.00' 1 30.00' 13.2 TO 13.8 1' PROPOSED/ AC OVER AB PAVEMENT REMOVE EX. AC PAVEMENT a w 5 m C�z m g CL M 0 z 2' TO 6.8' 0 TO 2.9' 0 ui of R.C.E. N0. 56155 r s Exp. 12-31-18 Q q�F CSV `� o�� OF C A�\F CARLETON W. LOCKWOOD JR. R C N0. 4 35 DATE CONSTRUC110N NOTES: ow 1.00' PROPOSED 14.2' TO 15,2' w y 1' 5 CURB U O c� 3 3 3 cc 10 z z JOIN EXISTING ' z 05; cow m c� 0 EXISTING s SURFACE D ,X z a? ,= ° ?� X .18 W 0 a 1' 1 w N w v 1' 10' 30 CONSTRUCT 8" CURB PER CITY OF RIALTO STD. SC- 202. I 2 40 CONSTRUCT 8" CURB AND GUTTER PER CITY OF RIALTO STD. SC -200. PROPPO 'ED -- PROPOSED w 2 A PR�� OF TRA)EL F 0 CF 2 AC OVERLAY o ¢ W „ 2 AC OVERLAY PROPOSED 15.00' W PROPOSED AC OVER AB PROPOSED 4.13' AC OVER AB PAVEMENT 2 AC OVERLAY PAVEMENT PCCROPPyOORRSEgqD O SEE PLANS FOR WIDTH, SEE DETAIL ON SHEET 2. 10.00' APAVOEMENTB PROPOSED 80 REMOVE AUS RDIRADIUS AC OVER AB PAVEMENT EX. AC PAVEMENT REMOVE PERPLAN EX. AC SAW -CUT & REMOVE EXISTING SIDEWALK. MR PLAN PAVEMENT RENAISSANCE PARKWAY EXA STA. 22+98TO STA. 26+71 12 CONSTRUCT FULL DEPTH AC PAVEMENT TO MATCH EXISTING PAVEMENT. SCALE: 1' =10' ° � \ ?; CF 4.00' VARIES MIN. w z J SLOPE 1/4" PER FT.A _ _LEVEL LINE_ 1" CF _ SECTION A -A: N.T.S. z w SLOPE TOP F.S. ELEV. FINISH SURFACE a OF STAKE PER PLAN FINISH GRADE L)a U 3 ------ 2' VARIES w PROPOSED SEE PLAN SHEETS A.C. PAVEMENT REDWOOD HEADER (2"X8') JOIN FOR LIMITS EXIST. AC 0.17' NOTE: EXIST. AC USE 16d GALVANIZED NAILS PAVEMENT USE 1"X12"X2'-0" SPLICE 2"X4"X24" REDWOOD AC FEATHER STAKE AT 2'-6" O.C. BLOCK AT SPLICES COLD PLANE 0.17' NEW AC PAVEMENT & PROVIDE 0.17 MIN./ SEE TYPICAL SECTION 0.20' MAX. VARIABLE AC OVERLAY. REDWOOD HEADER DETAIL 2 0 COLD PLANE DETAIL L21 21 UNDERGROUND SERVICE ALERT CALL:TOLL FREE 1-800 227-2600 MARK I REVISIONS TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: HL DRAWN BY: VC CHECKED BY: RS RENAISSANCE PARKWAY STA. 29+34.67 AND STA. 25+19.59 SCALE: 1' =10' MODIFIED COMMERCIAL DRIVEWAY W/CURB RETURNS CITY OF RIAZTO STANDARD N0. K-214 CITY OF FO NTANA Last Update: 10/31/17 DWG. NO. 5647 0:\3400-3499\3428\STREET\3428ST02.dwg SEAL -DESIGN ENGINEER PREPARED UNDER THE SUPERVISION OF: O Thieves En ir�eerin Inc. CITY O F RIALT 0 -OFESS/ONq D "3�_ 7 g, RD ST �Fy REINHARD STENZEL RCE NO. 56155 DATE CIVIL ENGINEERING • LAND SURVEYING PARCEL MAP 19754 RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: On 14349 FIRESTONE BOULEVARD STREET IMPROVEMENT PLAN ry tv �, © LA MIRADA, CALIFORNIA 90638 OF r SHEETS * of R.C.E. N0. 56155 r s Exp. 12-31-18 Q q�F CSV `� o�� OF C A�\F CARLETON W. LOCKWOOD JR. R C N0. 4 35 DATE CONSTRUC110N NOTES: EXISTING PROPOSED CnY OF RIALTO BENCH MARK: No. 052-88 CITY OF RIALTO BRASS DISC SET IN TOP OF CURB, 4 FEET EAST OF THE EAST END , NORTH-EAST CURB RETURN 55 FEET EAST OF CENTERLINE TAMARIND AVE. AND 48 FEET SOUTH OF CENTERLINE BASELINE RD. (2 ORDER -2 CLASS, 4/01/89) = 1411.723 (NW -29 TO U 1 APPR. DATE APPROVED BY: ROBERT G. EISENBEISZ, PUBLIC WORKS DIRECTOR CITY ENGINEER, RCE 54931 DATE SOIL SOUTH a O PROTECT EXISTING ITEM IN PLACE AS NOTED. 0"CF 0 CF W R W ZU20 D CONSTRUCT 5" A.C. OVER 6" CLASS II A.B. OR C.M.B. (RENAISSANCE PARKWAY) 10' 30 CONSTRUCT 8" CURB PER CITY OF RIALTO STD. SC- 202. 40 CONSTRUCT 8" CURB AND GUTTER PER CITY OF RIALTO STD. SC -200. °O°O°o°o°o°o oaooa 50 CONSTRUCT 6" CURB ONLY PER RIALTO STD. NO. SC -202. OF TRA)EL F 0 CF 0 00 000 °°°°° o °oo° _ STRUCTIEDWIDCOMMERCIAL DRIVEWAY APPROACH PER CITY OF RIALTO STD. SC -213. 15.00' LANDSCAPE O SCONEE LANS FOR H. °�°°, °°° 4.13' FOTO1.2G CONSTRUCT MODIFIED COMMERCIAL DRIVEWAY APPROACH PER CITY OF RIALTO STD. SC -214. NDSCAPE LA- O SEE PLANS FOR WIDTH, SEE DETAIL ON SHEET 2. 10.00' 5.00' 80 SAW -CUT & REMOVE EXISTING AC BERM. AUS RDIRADIUS 90 SAW -CUT & REMOVE EXISTING ASPHALT PAVEMENT. PERPLAN SAW -CUT & REMOVE EXISTING SIDEWALK. MR PLAN 11 SAW -CUT & REMOVE EXISTING CURB AND GUTTER. EXA 12 CONSTRUCT FULL DEPTH AC PAVEMENT TO MATCH EXISTING PAVEMENT. 2� ° � \ ?; 13 CONSTRUCT CURB RAMP PER CITY OF RIALTO STD. SC -215 TYPE 5. X LK 14 RELOCATE EXISTING TRAFFIC SIGN OUTSIDE OF TRAVELED WAY. W a I I 15 CONSTRUCT DETECTABLE WARNING SURFACE PER CITY OF RIALTO STD. SC -215. 0 o N Y -"`• 16 CONSTRUCT RAISED MEDIAN LANDSCAPING PER LANDSCAPE PLANS. g &17 0 CONSTRUCT 90.0' MEDIAN TAPER PER CALTRANS HIGHWAY DESIGN MANUAL, TABLE 405.2A. EX. a N 18 CONSTRUCT SIDEWALK PER CITY OF RIALTO STD. SC -203. (311CONSTRUCT SIDEWALK PER CITY OF RIALTO STD. SC -204. C&G 20 CONSTRUCT REDWOOD HEADER PER DETAIL ON SHEET NO. 2. W=26' COLD MILL AND CONSTRUCT VARIABLE THICKNESS AC OVERLAY (2" MIN.) 21 SEE DETAIL SHEET 2. Z 22 ADJUST ELECTRIC MANHOLE TO GRADE. RENAISSANCE PARKWAY STA. 29+34.67 AND STA. 25+19.59 SCALE: 1' =10' MODIFIED COMMERCIAL DRIVEWAY W/CURB RETURNS CITY OF RIAZTO STANDARD N0. K-214 CITY OF FO NTANA Last Update: 10/31/17 DWG. NO. 5647 0:\3400-3499\3428\STREET\3428ST02.dwg SEAL -DESIGN ENGINEER PREPARED UNDER THE SUPERVISION OF: O Thieves En ir�eerin Inc. CITY O F RIALT 0 -OFESS/ONq D "3�_ 7 g, RD ST �Fy REINHARD STENZEL RCE NO. 56155 DATE CIVIL ENGINEERING • LAND SURVEYING PARCEL MAP 19754 RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: On 14349 FIRESTONE BOULEVARD STREET IMPROVEMENT PLAN ry tv �, © LA MIRADA, CALIFORNIA 90638 OF r SHEETS * of R.C.E. N0. 56155 r s Exp. 12-31-18 Q q�F CSV `� o�� OF C A�\F CARLETON W. LOCKWOOD JR. R C N0. 4 35 DATE D RENAISSANCE PARKWA(C Y PALMETTO AVEN U E SECTIONS SHEET CnY OF RIALTO BENCH MARK: No. 052-88 CITY OF RIALTO BRASS DISC SET IN TOP OF CURB, 4 FEET EAST OF THE EAST END , NORTH-EAST CURB RETURN 55 FEET EAST OF CENTERLINE TAMARIND AVE. AND 48 FEET SOUTH OF CENTERLINE BASELINE RD. (2 ORDER -2 CLASS, 4/01/89) = 1411.723 (NW -29 TO U 1 APPR. DATE APPROVED BY: ROBERT G. EISENBEISZ, PUBLIC WORKS DIRECTOR CITY ENGINEER, RCE 54931 DATE FOR: / MP RIALTO LLC. 500 NEWPORT DRIVER SUITE 630. - PPD N0. 2453 PLAN No. 0"CF 0 CF R W R yy D GRADE BREAK EX. °O°O°o°o°o°o oaooa 0- "> ADA F OF TRA)EL F 0 CF 0 00 000 °°°°° o °oo° _ LANDSCAPE °�°°, °°° N+ °° NDSCAPE LA- -p- GRADE BREAK AUS RDIRADIUS PERPLAN � MR PLAN EXA v D ° � X LK SIDEWALK -"`• EX. C&G W=26' C&G CD 45 U Z z 0 W PALMETTO AVENUE w E STA. 7+22.13 SCALE: 1" =10' RENAISSANCE PARKWAY STA. 29+34.67 AND STA. 25+19.59 SCALE: 1' =10' MODIFIED COMMERCIAL DRIVEWAY W/CURB RETURNS CITY OF RIAZTO STANDARD N0. K-214 CITY OF FO NTANA Last Update: 10/31/17 DWG. NO. 5647 0:\3400-3499\3428\STREET\3428ST02.dwg SEAL -DESIGN ENGINEER PREPARED UNDER THE SUPERVISION OF: O Thieves En ir�eerin Inc. CITY O F RIALT 0 -OFESS/ONq D "3�_ 7 g, RD ST �Fy REINHARD STENZEL RCE NO. 56155 DATE CIVIL ENGINEERING • LAND SURVEYING PARCEL MAP 19754 RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: On 14349 FIRESTONE BOULEVARD STREET IMPROVEMENT PLAN ry tv �, © LA MIRADA, CALIFORNIA 90638 OF r SHEETS * of R.C.E. N0. 56155 r s Exp. 12-31-18 Q q�F CSV `� o�� OF C A�\F CARLETON W. LOCKWOOD JR. R C N0. 4 35 DATE PH.(714)521-4811 FAX(714)521-4173 RENAISSANCE PARKWA(C Y PALMETTO AVEN U E SECTIONS SHEET CnY OF RIALTO BENCH MARK: No. 052-88 CITY OF RIALTO BRASS DISC SET IN TOP OF CURB, 4 FEET EAST OF THE EAST END , NORTH-EAST CURB RETURN 55 FEET EAST OF CENTERLINE TAMARIND AVE. AND 48 FEET SOUTH OF CENTERLINE BASELINE RD. (2 ORDER -2 CLASS, 4/01/89) = 1411.723 (NW -29 TO U 1 APPR. DATE APPROVED BY: ROBERT G. EISENBEISZ, PUBLIC WORKS DIRECTOR CITY ENGINEER, RCE 54931 DATE FOR: / MP RIALTO LLC. 500 NEWPORT DRIVER SUITE 630. - PPD N0. 2453 PLAN No.