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HomeMy WebLinkAbout4105-7141 COLDMILL 0.10' 14 MIN. EXIST. PAVEMENT & OVERLAY 0.10' MIN. WITH TACK COAT / EXIST. PAVEMENT 5' MIN. SAWCUT & REMC EXIST. PAVEMENT SAVK= SECTION DUAL •A• NOT TO SCALE 111111111IMmm■ mi T _FT - T 50+00 51+00 52+00 W WIDTH PER PLAN 1' MIN D OR 11 PROPOSED AC PAVEMENT z z CURVE DELTA LIMITS OF REPAIR PER PLAN RADIUS TANGENT O89°53'56" INSTALL PER CITY STANDARD 1015 w 25.00' 24.96' Z 39.33' 25.00' TO BE REMOVED 13 SDEWALK FiEPA�t DETAIL B NOT TO SCALE Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT 1-800 227-2600 OLEANDER T _ - UT_ UT --UT -UT- - - iiT iiT.-4- -4- w Wr- ---w - --4- —w-51+00 - - - - - - - - - 52+00 18 DWY. 17 18 DWY. o- - - of — — Lot - 18 18 WM 16 P.P. OLEANDER AVENUE HORIZONTAL CURVE DATA CURVE DELTA LENGTH RADIUS TANGENT O89°53'56" S, 39.23' 25.00' 24.96' O90'08'23" 39.33' 25.00' 25.06' O90°08'23" LL 31.37' 20.00' 19.95' O207`28'55" 141.23' 39.00' 159.49' O7 26°12'24" 53.53' 117.03' 27.24' 08 I 18°25'00" 115.86' 360.46' 58.44' A\ LEGEND AC PAVEMENT AC REMOVAL COLDMILL & OVERLAY PCC SIDEWALK T 4 IST] ❑UN 53+00 54+00 OLEANDER AVE.= STA. 24+62.13 mmmimmmmmmmMop All _ RI J I'll i IDENTICAL POINT CERES AVE. SEE SHEET 6 K rA ENC, INEEPIN6, INC. 357 N. SHER10AN STREET Si111r 117 CORONA, CALIFORNIA 72660 7EL. (151) 271-1606 FAX (95-1) 271- 9360 NOTE: REFER TO STREET LIGHTING PLANS FOR EXACT LOCATION OF PROPOSED STREET LIGHTS, CONDUITS, & PULLBOXES 55+00 I REMOVE EXIST. C&G, SW, AND ADD DWYS.; K.O. I1/II/o9 • C&G, AND 5W REVISIONS APPROVAL DATE APPROVAL DATE No. 39595 xp. 12/31 0' \CIIV I%/_ 56+00 57+00 7 T £I I CD l � 18 � J i, EXIST. 25.38' I v o n WATER LINE Q L � Of � m g CONSTRUCTION NOTES Ln w Ln `n N II I 2 v o v w O1 SAWCUT & REMOVE EXISTING AC PAVEMENT PER DETAIL "A" THIS 'SHEET EXIST. O2 CH UNLINK � � UNDERGROUND CONSTRUCT 4" AC OVER 12" MIN. 95% COMPACTED NATIVE SUBGRADE 1 g SEWER 19 PER CITY OF FONTANA STD. PLAN 400 L= I -IT - � �T - - - ! - --IT - - _ „r - rIT-TELEPHONE "T CONSTRUCT 6" C&G PER CITY OF F-ONTANA STD. PLAN 1000 18 SMH I I EXIST. I 15 F/0 POLE % SEWER ® CONSTRUCT PCC SIDEWALK PER CITY OF FONTANA STD, 1006 I % 56+00 T- -- ---- s----_ - 0 18 TREE I O7 CONSTRUCT PCC COMMERCIAL DRIVEWAY PER FONTANA STD. 1001 o io Fio FiU iU F o -- U - 10 CONSTRUCT OFFSET CUL -DE -SEC PER CITY OF FONTANA o a aH� s X018 STD. PLAN NO. 406 T 1 G ` T 56+58.97 M.y� - IT- - - -'IT- - - UT- - - - LIT- - IIT V.C. AS .g TC=111.79 r EXIST. FIBEROPTIC 15 RELOCATE EXISTING q �s 1 TEL EP=111.41 I EXIST. TELEPHONE 16 REMOVE EXISTING 18 FENCE 17 ADJUST TO GRADE `7,f -PRO . ,f /& o d �' I 18 PROTECT IN PLACE R/W�J sA2; /fs I 19 RELOCATE EXISTING FENCE TO RIGHT-OF-WAY PROP. TEM CRARY ��� ' u�'i SIGNING AND STRIPING NOTES: o CONSTRUCTION 3 a; EASEMENT Q 19, 18 TREE RELOCATE STREET/STOP SIGN o �movo�� �50 50� m +CRE > 1 RELOCATE EXISTING ROADSIDE SIGN AS SHOWN s o LOU7 Q Lq II a� �I o- 3] REMOVE & SALVAGE EXISTING ROADWAY SIGN V) L6 I- -v c~nw� 2 0 o O I © INSTALL 12" WHITE STOP BAR PER CALTRANS STD. A24E 1-2 C J INSTALL THERMOPLASTIC PAVEMENT MARKING "STOP" PER CAJRANS STD. A24D Olt: A- CL INSTALL 50' CENTERLINE DOUBLE YELLOW STRIPE PER CALTRANS ST" v 3 SCALE: 1 " = 40' A20A DETAIL 21 6 Q 40 0 20 40 80 CONSTRUCTION NOTES (CONTINUED) 1 �l O6 CONSTRUCT PCC RESIDENTIAL DRIVEWAY PER CITY OF FONTANA S7V PLAN Ara. /002 DAVID EVANS Q ANDASSOCIATES INC. 800 North Haven Avenue, Suite 300 Ontario California 91764 Phone: 909.481.5750 PROJECT MANAGER REGISTERED CML ENGINEER DATE: DRAWN BY: EXA DESIGNED BY: EXA CHECKED BY: RAH JOB NO. FONTOOOO-0038 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS SCALE- �'= 410' HORIZ: 1"=40' OLEANDER AVENUE VERT: 1 "=8' PLAN AND PROFILE DATE: ST 50 0 STA. W+00 03/05/07 i ROVED \ . , o DR. NO. SHEET NO CrfY ENGIMM RCE 51152 4105 7 )F �Y G S, 4- Q 1 LL _ LL CL m I � LLJ-s. __... w z __.. _ s 0 � U) (j) LTJ D QI w_.. Q I t1 V % \ `ate � I a Oc _ aC W c Ac C t__ Z c Q G. _ J LL 0 I �. L U HOR: ,v=40' N SCALE. VER: "=8' `J V 7 T £I I CD l � 18 � J i, EXIST. 25.38' I v o n WATER LINE Q L � Of � m g CONSTRUCTION NOTES Ln w Ln `n N II I 2 v o v w O1 SAWCUT & REMOVE EXISTING AC PAVEMENT PER DETAIL "A" THIS 'SHEET EXIST. O2 CH UNLINK � � UNDERGROUND CONSTRUCT 4" AC OVER 12" MIN. 95% COMPACTED NATIVE SUBGRADE 1 g SEWER 19 PER CITY OF FONTANA STD. PLAN 400 L= I -IT - � �T - - - ! - --IT - - _ „r - rIT-TELEPHONE "T CONSTRUCT 6" C&G PER CITY OF F-ONTANA STD. PLAN 1000 18 SMH I I EXIST. I 15 F/0 POLE % SEWER ® CONSTRUCT PCC SIDEWALK PER CITY OF FONTANA STD, 1006 I % 56+00 T- -- ---- s----_ - 0 18 TREE I O7 CONSTRUCT PCC COMMERCIAL DRIVEWAY PER FONTANA STD. 1001 o io Fio FiU iU F o -- U - 10 CONSTRUCT OFFSET CUL -DE -SEC PER CITY OF FONTANA o a aH� s X018 STD. PLAN NO. 406 T 1 G ` T 56+58.97 M.y� - IT- - - -'IT- - - UT- - - - LIT- - IIT V.C. AS .g TC=111.79 r EXIST. FIBEROPTIC 15 RELOCATE EXISTING q �s 1 TEL EP=111.41 I EXIST. TELEPHONE 16 REMOVE EXISTING 18 FENCE 17 ADJUST TO GRADE `7,f -PRO . ,f /& o d �' I 18 PROTECT IN PLACE R/W�J sA2; /fs I 19 RELOCATE EXISTING FENCE TO RIGHT-OF-WAY PROP. TEM CRARY ��� ' u�'i SIGNING AND STRIPING NOTES: o CONSTRUCTION 3 a; EASEMENT Q 19, 18 TREE RELOCATE STREET/STOP SIGN o �movo�� �50 50� m +CRE > 1 RELOCATE EXISTING ROADSIDE SIGN AS SHOWN s o LOU7 Q Lq II a� �I o- 3] REMOVE & SALVAGE EXISTING ROADWAY SIGN V) L6 I- -v c~nw� 2 0 o O I © INSTALL 12" WHITE STOP BAR PER CALTRANS STD. A24E 1-2 C J INSTALL THERMOPLASTIC PAVEMENT MARKING "STOP" PER CAJRANS STD. A24D Olt: A- CL INSTALL 50' CENTERLINE DOUBLE YELLOW STRIPE PER CALTRANS ST" v 3 SCALE: 1 " = 40' A20A DETAIL 21 6 Q 40 0 20 40 80 CONSTRUCTION NOTES (CONTINUED) 1 �l O6 CONSTRUCT PCC RESIDENTIAL DRIVEWAY PER CITY OF FONTANA S7V PLAN Ara. /002 DAVID EVANS Q ANDASSOCIATES INC. 800 North Haven Avenue, Suite 300 Ontario California 91764 Phone: 909.481.5750 PROJECT MANAGER REGISTERED CML ENGINEER DATE: DRAWN BY: EXA DESIGNED BY: EXA CHECKED BY: RAH JOB NO. FONTOOOO-0038 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS SCALE- �'= 410' HORIZ: 1"=40' OLEANDER AVENUE VERT: 1 "=8' PLAN AND PROFILE DATE: ST 50 0 STA. W+00 03/05/07 i ROVED \ . , o DR. NO. SHEET NO CrfY ENGIMM RCE 51152 4105 7 )F