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HomeMy WebLinkAbout1940-1WEN D Y'S RESTAURANT C'V nDIUMA/A V VALLEY EX. DRIVEWAY C:) CD C:) LENGTH C3 13039'02 00 Q:f CD C3 .—C� cr� CD 0') Cn � 00 00 CD 3 2 C'I r,: 00 L/I BACK FLOW PREVENTER TO BCE U- TURN NO TRUCKS u-) C) <D r- + C=) 3 + CD RELOCATED BY OTHERS F--: C r_1 - C:) C; co C�' CD '11, 71, N V\ 'AN 1//\1 z 236 + 180000'00 C.0 C> Ck:: Cn 1-1 M 2 CD -to C�) Cn 4 CD 0:: LO -co Lo 180003'18 cn 20.43'.1 V) REMOVE EXISTING CURB EX. DRIVEWAY TH E WHEREHOUSE KAISER 111111111111110` .................... 111111111111110` .................... U I S D I I A I R/W 125' U? 04 LO C5 C> CD C:1 Lo C14 0 cn co co cn U- U- -�� L" T— 0 C:) M U-� LO lc� __j C-4 C.0 SA WCU T AND MATCH 0 't- CS -I r-1: 6 Cn + C) 4 EXISTING PAVEMENT Lr) CD + + C:) 0 00 C) STA 8+05.51 (65 LT.) V) 6 0 --IZTC (1000.80) FS (1000.30) �777 - V7 -7-A2 > 71=7 7 7 tv z AZA P U- TURN 10221011WA KA N1563 L NO TRUCKS III a, ;I V -q — f-- C:) CD C:) LENGTH C3 13039'02 CD CD __j CD C> CIO P) C3 79.00 4 co (n r rn " 1910 2 C'I r,: 00 C> "I CD QR + C:1 C6 Cn C) <D r- + C=) 3 + CD CD CD 2 F--: C r_1 - C:) C; Ln 4.71' C:, '11, 71, N V\ 'AN 1//\1 z TH E WHEREHOUSE KAISER 111111111111110` .................... 111111111111110` .................... U I S D I I A I R/W 125' U? 04 LO C5 C> CD C:1 Lo C14 0 cn co co cn U- U- -�� L" T— 0 C:) M U-� LO lc� __j C-4 C.0 SA WCU T AND MATCH 0 't- CS -I r-1: 6 Cn + C) 4 EXISTING PAVEMENT Lr) CD + + C:) 0 00 C) STA 8+05.51 (65 LT.) V) 6 0 --IZTC (1000.80) FS (1000.30) �777 - V7 -7-A2 > 71=7 7 7 tv z AZA P U- TURN 10221011WA KA N1563 L NO TRUCKS III a, ;I V -q — f-- RADIUS DELTA LENGTH 7 13039'02 (D 17.87 EXIS TING- 79.00 13039'02'7 18.82) 3 Q, 1910 2 75.00 13039 2 02" 17.87 7 U-) 71.00 13039'02 )7 C� C) CD F--: C r_1 - C:) C; F. 4.71' C:, CD 236 I,= 180000'00 of these plans and specifications by the CD Ck:: Cn 1-1 M 2 CD -to C�) Cn 4 CD 0:: LO -co Lo 180003'18 cn 20.43'.1 V) REMOVE EXISTING CURB Ui 2 00 5) 5 8 01) U- C.0 1� U- c6 Cn U- L.L.. Co U-) LL- LO -I U-) U M LO W) r-� U-) lu� co U-) U") C3 =1 LO . -4: C14 CD + CD r-, CD M + 6 CD + CD (=3 + go C::, + + (=:) CD C3 to CD + CD COICD C-4 CR C-4 to U-) r-_ :* 6 r-� C�l + CD + 5 00 + C; C�l Q� < R/W r*WA V L.1%. L.1111 V CURVE DATA CURVE N 0. RADIUS DELTA LENGTH 7 13039'02 (D 17.87 79.00 13039'02'7 18.82) 3 Q, 1910 2 75.00 13039 2 02" 17.87 7 71.00 13039'02 )7 16.9 C) CD F--: C r_1 - C:) C; F. 4.71' C:, CONSTRUCT 8 CURB ONLY 236 I,= 180000'00 of these plans and specifications by the 4.71 ), CD CD I U-3 1--� Lo 180003'18 20.43'.1 V) REMOVE EXISTING CURB Ui 2 00 5) 5 8 5.50 C.0 c6 Cn L.L.. (n I— C/) -� ---� U- r-) ff-) to U- Lo L.L- CD U) W CD Lq CD C) 01 C-4 CR C-4 to U-) r-_ :* 6 r-� C�l + CD + 5 00 + C; C�l Q� < + C�l LO + C> CD r— C:> C� > 00 00 CD F-- C--$ C/1 F- U) F- Ln F R/W r*WA V L.1%. L.1111 V CURVE DATA CURVE N 0. RADIUS DELTA LENGTH 75.00 13039'02 (D 17.87 79.00 13039'02'7 18.82) WITH EQUAL SECTION AS EX. PAVEMENT 1910 S - 75.00 13039 2 02" 17.87 7 71.00 13039'02 )7 16.9 2' Ej 1.50 180000'00 F. 4.71' D CONSTRUCT 8 CURB ONLY 236 1.50 180000'00 of these plans and specifications by the 4.71 ), 25.00 54052'51 )) 23.95' 6.50 180003'18 20.43'.1 Ec-�) REMOVE EXISTING CURB rl 5 0.0 010 2 00 5) 5 8 5.50 R E V I S 1 0 N S LEGEND T. c. TOP OF CURB F. S. FINISHED SURFACE 10+00 STAT I ON 1000-29 PROPOSED ELEVATION (1000.29) EXISTING ELEVATION DIRECTION OF FLOW R E F E R E N C E S J- r C - DENNYS RESTAURANT N SCALE: 1 to = 2 111,, 1 .. I .. I .. I .. I .. I 'Ill VINE y B LVD 41 =I, VALLEY EXISTING SHOPPING CENTER CONSTRUCTION NOTES & ESTIMATES OF QUANTITY NOTE: (D REMOVE HARD & SOFTSCAPE REPLACE These plans and specifications are the WITH EQUAL SECTION AS EX. PAVEMENT 1910 S - F. exclusive property of the Agency and shall not be used in any manner without (D REMOVE & REPLACE HARDSCAPE 950 S. F. prior consent of the Agency. Any reuse D CONSTRUCT 8 CURB ONLY 236 L. F. of these plans and specifications by the Agency or Others shall be at the Agency' s and/or Other's sol erisk and without 04 REMOVE EXISTING CURB 162 L. F. liability to BSI Consultants, Inc. BSI Consultants. Inc. PREPARED UNDER THE SUPERASION OF: APPROVED BY. - 1906 S. Commercenter E. East SO* 204 Sam Bemandino, CA 92408 ie? (714)884-2500 1 R.C.E� 23006 EXP. 12-31—q3 DATE DESIGN: DRAFT: N. A. N. A* CHECK: DAM 10— 23— q0 R.C��Z25131 — EXP. Cr(yz��NGINEER RAY V r DATE BENCHMARK M ALL TBM ON CURB OPPOSITE TO THE WHEREHOUSE NEXT TO THE POWER POLE ELEVATION AT 1000 1-800-422-41,753 IT'S THE LAW I CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIGI TO EXCAVATING xxCAA L UNDERGROUND SER\ACE ALERT Of soul�m CAFON" BEFORE EXCAVATING, THE CONTRACTOR SHALL, VERIFY THE LOCATION OF UNDERGROUND U71UIES BY CONTAC71NG U71UTY UNDERGROUND SERVICE ALERT Al' 1-800-422-4133 VALLEY BLVD., MEDIAN MODIFICATION 4pwo, 1940 CITY OF FONTANA BSI JOB No. 6872 SHEET 1 OF 1