The URL can be used to link to this page

Home My WebLink About5647-3CD Co CL >U>~ WEU N +^ $ 1530 N'LY TC M � s O U s M +N O M �� O 23%--� 1530 N'LY MEDIAN TIC J 47 d-. 2 M� -----+---• 117 rn N +N N89'42'01 "E o g 00 /L SAW -CUT & REMOVE EXISTING ASPHALT PAVEMENT. rn � O N O + N 0.43% PVI STA:36+25.00 11 PVI ELEV:1528.41 EXISTING N'LY GRADE i PVI ELEV:1527.13 12 100.00' VC FULL DEPTH AC PAVEMENT TO MATCH EXISTING PAVEMENT. 0 39' RT OF CONST C/L 100.00' VC __. CURB RAMP PER CITY OF RIALTO STD. SC -215 TYPE 5. FUTURE NTY TC / EXISTINGro GRADE E M CONSTRUCT DETECTABLE WARNING SURFACE PER CITY OF RIALTO STD. SC -215. C 39 RT OF CONST C/L 1530 S'LY TC 0 41+00 40+00 39+00 1-210 FREE\J\JAY •\j\1 1./4 OF S\l\l 1./4 O LIMITS OF CITY OF RIAL \ 41+0� 0 R/W o rri SOUTH HIGHLAND 7 -0.54% PROPOSED N'LY TC r.j 0_ 39' RT OF CONST coPO 17 N N �W Co CL >U>~ WEU N +^ ^ I ^n m +00 rry MIc0,4M +N O M 04 O 23%--� 1530 N'LY MEDIAN TIC J 47 1530 S'LY TC 0 41+00 40+00 39+00 1-210 FREE\J\JAY •\j\1 1./4 OF S\l\l 1./4 O LIMITS OF CITY OF RIAL \ 41+0� 0 R/W o rri SOUTH HIGHLAND 7 -0.54% PROPOSED N'LY TC r.j 0_ 39' RT OF CONST coPO 17 N N �W - N M >U>~ WEU + N ^ M -W 'ALO oo^ r7 Ili° +N N II W O 23%--� 1530 N'LY MEDIAN TIC s o 2 M� o W +N N89'42'01 "E o g 00 /L SAW -CUT & REMOVE EXISTING ASPHALT PAVEMENT. rn � O N O + N PVI STA:36+00.00 PVI STA:36+25.00 11 PVI ELEV:1528.41 REMOVE EXISTING CURB AND GUTTER. PVI ELEV:1527.13 12 100.00' VC FULL DEPTH AC PAVEMENT TO MATCH EXISTING PAVEMENT. PVI STA:34+00.00 100.00' VC CONSTRUCT CURB RAMP PER CITY OF RIALTO STD. SC -215 TYPE 5. PVI ELEV:1526.12 EXISTINGro GRADE E M CONSTRUCT DETECTABLE WARNING SURFACE PER CITY OF RIALTO STD. SC -215. 100 00' VC 16 AT CENTERLINE RAISED MEDIAN LANDSCAPING PER LANDSCAPE PLANS. 17 CONSTRUCT 90.0' MEDIAN TAPER PER CALTRANS HIGHWAY DESIGN MANUAL, TABLE 405.2A. 18 M N 19 CONSTRUCT SIDEWALK PER CITY OF RIALTO STD. SC -204. N CONSTRUCT REDWOOD HEADER PER DETAIL ON SHEET NO. 2. COLD MILL AND CONSTRUCT VARIABLE THICKNESS AC OVERLAY (2" MIN.) 21 SEE DETAIL SHEET 2. II. 1530 S'LY MEDIAN TIC ADJUST ELECTRIC MANHOLE TO GRADE. ^ a a O O o O^ oco p 00 O U 0 + + N S N IN 4m � + N 00 Ln ui EXISTING GRADE AT CENTERLINE M LO 00 + N r'y r - C'4 1530 S'LY TC 0 41+00 40+00 39+00 1-210 FREE\J\JAY •\j\1 1./4 OF S\l\l 1./4 O LIMITS OF CITY OF RIAL \ 41+0� 0 R/W o rri SOUTH HIGHLAND 7 -0.54% PROPOSED N'LY TC r.j 0_ 39' RT OF CONST coPO 17 N N �W - N M >U>~ WEU + N ^ M -W 'ALO oo^ r7 Ili° +N N M O 23%--� li L ,Nn ^ M 2 M� pOg M� +N N89'42'01 "E LO M 55.09' Al t7NG CARR -0.45% fo M PVI STA:36+00.00 PVI ELEV:1527.65 11 IY wo PROPOSED WILY TC 0 5' RT OF CONST C/L PVI STA:36+50.00 PVI ELEV:1527.92 100.00' VC � rp" g ~ 9 C" O N + 00 N (0.45X) N ^ M -W aC In co r7 Ili° $In Ind c N ^ too INn li L ,Nn + ro 2 M� N7� M� ,o N89'42'01 "E 274.43' REMOVE EXISTING AC BERM. /L SAW -CUT & REMOVE EXISTING ASPHALT PAVEMENT. 10 PVI STA:36+00.00 PVI STA:36+25.00 11 PVI ELEV:1528.41 REMOVE EXISTING CURB AND GUTTER. PVI ELEV:1527.13 12 100.00' VC FULL DEPTH AC PAVEMENT TO MATCH EXISTING PAVEMENT. PVI STA:34+00.00 100.00' VC CONSTRUCT CURB RAMP PER CITY OF RIALTO STD. SC -215 TYPE 5. PROPOSED WILY TC 0 5' RT OF CONST C/L PVI STA:36+50.00 PVI ELEV:1527.92 100.00' VC � rp" g ~ 9 C" O N + 00 N (0.45X) N ^ M -W aC In co UU �m AT 0 9' LT OF CONST C/L leg_ 1530 1 1 - J U W Z� W goy I Q 1530 .�- + N '^ Q LO ® 0 0.50% W W0^^ CN VJ + I': ^ aN g cc W +u z� PVI STA:344-37.12 J PVI ELEV:1527.43 100.00' VC �U C� U $� 01530 .t ^� N_ OO ~N ^ M ♦++ C14 r-� co PO^ OOo +� dIN t� M� + i M r7- M - EXISTING GRADE $ g ~ 9 C" o ^ (0.45X) AT CENTERLINE $ ry 9s In co g o r w ILO N MINA dN N +CD �~ $ 117 .M.i .� L6 0 31.87' L7 N89'42'01 "E 274.43' REMOVE EXISTING AC BERM. 99 SAW -CUT & REMOVE EXISTING ASPHALT PAVEMENT. 10 rry� .M.� PVI STA:36+25.00 11 SAW -CUT & REMOVE EXISTING CURB AND GUTTER. PVI ELEV:1527.13 12 CONSTRUCT FULL DEPTH AC PAVEMENT TO MATCH EXISTING PAVEMENT. PVI STA:34+00.00 100.00' VC CONSTRUCT CURB RAMP PER CITY OF RIALTO STD. SC -215 TYPE 5. PVI ELEV:1526.12 RELOCATE EXISTING TRAFFIC SIGN OUTSIDE OF TRAVELED WAY. 15 CONSTRUCT DETECTABLE WARNING SURFACE PER CITY OF RIALTO STD. SC -215. 100 00' VC U QH U FU ~ N O� `-•N M� $N vtT 00 ~ FU- UH W m _ r- N O ap n Of ~Q N N � $ ul Of ^ O O� $ M L0 N +coC14 +N +N N wC14 c+GN +N OC6 OM OviZ) 00 O N r< L0 C14 L0f �� ,"7� ,7� M� M.- MtA +U +N +N +N 0.45% P7 M �' M d -0.42%-1-�- � 1- EXISTING S'LY GRADE .� 0 39 LT CONST C/L PROPOSED S'LY TC 7 PROFILE SCALE: 0 39' LT OF CONST C/L N - HORIZ. - 1" = 40' `. VERT. - 1" = 4' 38+00 37+00 36+00 35+00 34+00 MATCHLINE SEE SHEET 6 PALMETTO AVE. 0 20 40 80 120 SCALE:1 "=40' 1530 PAVEMENT I ENDS CONSTRUCT NEW AC PAVEMENT COLD PLANE AND OVERLAY - PCC REMOVAL a - CONSTRUCT NEW PCC PAVEMENT - CONSTRUCT NEW PCC SIDEWALK AC REMOVAL LINE TABLE LINE# BEARING LENGTH L1 N89'42'01 "E 546.23' L3 N89'42'01 "E 512.43' L4 N89'42'01 "E 514.42' L5 N89'42'01 "E 148.00' L6 N7635'40"E 31.87' L7 N89'42'01 "E 274.43' CURVE TABLE CURVE# DELTA RADIUS LENGTH C1 9900'00" 2.00' 3.14' C22 13'06'21 " 130.00' 29.74' C23 j 13'06'21 " j 130.00' 29.74' STA 37+85.32 RENAISSANCE PARKWAY = STA 10+00.00 HIGHLAND AVE. CITY OF RIALTO C/L HIGHLAND AVE. PER CALTRANS R W MAP 925011-6 CITY OF FONTANA STA 37+85.32 RENAISSANCE PARKWAY = STA 9+91.63 PALMETTO AVE. ENLARGED CENTERUNE VIEW SCALE:1 "=10' w1zjl� • '�t44- n PROTECT EXISTING ITEM IN PLACE AS NOTED. 20 CONSTRUCT 5" A.C. OVER 6" CLASS II A.B. OR C.M.B. (RENAISSANCE PARKWAY) 0 CONSTRUCT 8" CURB PER CITY OF RIALTO STD. SC- 202. 40 CONSTRUCT 8" CURB AND GUTTER PER CITY OF RIALTO STD. SC -200. OCONSTRUCT 6" CURB ONLY PER RIALTO STD. NO. SC -202. MODIFIED COMMERCIAL DRIVEWAY APPROACH PER CITY OF RIALTO STD. SC -213. OCONSTRUCT SEE PLANS FOR WIDTH. MODIFIED COMMERCIAL DRIVEWAY APPROACH PER CITY OF RIALTO STD. SC -214. OCONSTRUCT SEE PLANS FOR WIDTH, SEE DETAIL ON SHEET 2. OSAW -CUT & REMOVE EXISTING AC BERM. 99 SAW -CUT & REMOVE EXISTING ASPHALT PAVEMENT. 10 SAW -CUT & REMOVE EXISTING SIDEWALK. 11 SAW -CUT & REMOVE EXISTING CURB AND GUTTER. 12 CONSTRUCT FULL DEPTH AC PAVEMENT TO MATCH EXISTING PAVEMENT. 13 CONSTRUCT CURB RAMP PER CITY OF RIALTO STD. SC -215 TYPE 5. 14 RELOCATE EXISTING TRAFFIC SIGN OUTSIDE OF TRAVELED WAY. 15 CONSTRUCT DETECTABLE WARNING SURFACE PER CITY OF RIALTO STD. SC -215. 16 CONSTRUCT RAISED MEDIAN LANDSCAPING PER LANDSCAPE PLANS. 17 CONSTRUCT 90.0' MEDIAN TAPER PER CALTRANS HIGHWAY DESIGN MANUAL, TABLE 405.2A. 18 CONSTRUCT SIDEWALK PER CITY OF RIALTO STD. SC -203. 19 CONSTRUCT SIDEWALK PER CITY OF RIALTO STD. SC -204. 20 CONSTRUCT REDWOOD HEADER PER DETAIL ON SHEET NO. 2. COLD MILL AND CONSTRUCT VARIABLE THICKNESS AC OVERLAY (2" MIN.) 21 SEE DETAIL SHEET 2. 22 ADJUST ELECTRIC MANHOLE TO GRADE. (1526) FA NEW CONSTRUCTIONC 1S 11525�� . CENTERLINE 8" F R 1525.24TC� F 1524.64FL STING CENTERLINE SAWCUT & JOIN Gam\ N ¢` EX .STLT STA 9+17.32 J_ 1 TO REMAIN 1524.84TC (1 524.24FL BCR ,PF �. 152 R 1526.52 13 1$J • ^ 1 6.1 FS 19 .. 4.53 9% ,17 EX. 15gW62 �1525:7t' A -0 �. 0 ENLARGED VIEW SCALE:1 "=10' CITY OF FONTANA C ITY 0 F FO NTANA Loot Update: 10/31/17 DWG NO 5647 0:\34 • • 00-3499\3428\STREET\3428ST03.dwg CITY ENGINEER DATE UNDERGROUND SERVICE ALERT _ SEAL -DESIGN oENGIN ER PREPARED UNDER THE SUPERVISION OF: ��- w'31.�7 O Thieves En ineerir� Inc, CITY O F RIALTO ARD SESSN4<<` REINHARD STENZEL RCE N0. 56155 DATE ClI/lL ENGINEERINGND SUR ��ING PARCEL MAP 19754 3 �y o T tiOJI CALL:TOLL FREE��'� F'LRECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: 714,34,9 FIRESTONE BOULEVARD STREET IMPROVEMENT PLA N 1-800 * R.C.E. NO. 56155r * rL7 H(1) DA, CALIFORNIAFAX1 )526487,J RENAISSANCE PARKWAY of SHEETS 227-2600 CARLETON W. LOCKWO D J . REC N .45935 DAf� STA . 41 + 0 0.0 0 T 0 STA. 34+00.00 s Exp. 12-31-18 Q CITY Of RIALTO BENCH MARK: N0. 052-88 MARK REVISIONS fAPPR,DATE q� c/V \� �� APPROVED BY: CITY OF RIALTO BRASS DISC SET IN TOP OF CURB, 4 FEET EAST OF THE EAST END , NORTH-EAST CURB TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: HL DRAWN BY: VC CHECKED BY: RS F OF C A\ -\FO RETURN, 55 FEET EAST OF CENTERLINE TAMARIND AVE. AND 48 FEET SOUTH OF CENTERLINE BASELINE RD. FOR: / MP RIALTO LLC. (2 ORDER -2 CLASS, 500 NEWPORT DRIVERSUITE 630. PPD NO. 2453 PLAN No. ROBERT G. EISENBEISZ, PUBLIC WORKS DIRECTOR CITY ENGINEER, RCE 54931 DAA- - 11.723 TOPH.REAC_770