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HomeMy WebLinkAbout4559-2b 0 SAIA-ST02 Edited April 20, 2004 3:15 PM :) �` ` '^� NO. O- LA 159 Y3 S"ei�15 I m 2-im 71 1 1 cu N Pig m Lo r r - la co r - r !9 is LL r M r - Nuf - 7---0 3S7F F- ' c.) r r- in t _ co rtff f _ _ cli Co 10 OD Lo co N Lu F - 2 O 6 J OCONSTRUCT 11 13 14 15 16 17 21 23 1 ❑ 8+00.00 9+00.00 10+00.00 11+00.00 I lz l l 70'TAPER 14 I I I 14 o W W IZ Z I I o 0 w w o >> IQ�I I N N d C:) a co ' a Iz m I TEL o T o m co o z rn Q o I I I 0 POLE z a I Q) I WM En ¢ 1 I I 0 0 1> I I 2 ROWS OF + 0 1 U l EUCALYPTUS r N STOP J 1 TREES TO BE I ELEC. SIG REMOVED lJ POLE V U I ti� Q POLEp / olS ( \ �� g O __ -------- i maw \1 --- - - ----------- ------ 1---- I ---�' W¢o 1 -00 N z _ 11 +00.00 FF NT INA _ _ _ - CITYO 0 _ _ - - 79.1 CDUN_TYOFS_AN_BERNARDIN i E �olN Q. - Q N Z - - - - 3 I G EXISTING STOP PAVEMENT I 16 ������ EXISTING TREES MARKINGS AND 12" WHITE I \ S Op LIMIT LINE TO REMAIN I \ I I+ III I 3 I y I 19+33-91 BCR 1 l I CONSTRUCTION NOTES II �``�`� I 1 I 1�� I I ¢ I1( CONSTRUCT -" A.C. OVER _" C.A.B. (CLASS II) PER GENERAL NOTE #4. I I I I w CONSTRUCT 8" CURB AND GUTTER I I 1 I � ELEC. I W PER SAN BERNARDINO COUNTY STD. N0.115. POLE CONSTRUCT MIN. 0.10' A.C. OVERLAY PER TYPICAL SECTION. I I r CONSTRUCT COMMERCIAL DRIVEWAY PER GUY I I + 1 SAN BERNARDINO COUNTY STD. NO. 129B. ANCHOR I, I W +I� O 13 CONSTRUCT SIDEWALK RAMP PER SAN BERNARDINO COUNTY STD. NO. 110 A. I Q i M 8" A.C. DIKE PER SAN BERNARDINO COUNTY STD. NO. 117- II OI Z I I� INSTALL YELLOW MARKER PER SAN BERNARDINO COUNTY STD. NO. 304. i QI CONSTRUCT TYPE "C" SIDEWALK PER SAN BERNARDINO COUNTY STD. NO. 109. I ' I INSTALL W 15 SIGN PER CALTRANS TRAFFIC MANUAL- ( I I I INSTALL 4" SOLID YELLOW CENTERLINE. INSTALL 4" YELLOW "SKIP" CENTERLINE PER CALTRANS TRAFFIC MANUAL FIG. 6-1, DETAIL 1. INSTALL 12" SOLID WHITE LIMIT LINE PER CALTRANS TRAFFIC MANUAL. RELOCATE STOP SIGN AND STREET SIGN- INSTALL 4" WHITE EDGELINE PER CALTRANS MANUAL FIG. 6- 6, DET. 27B. SEE SHEET NO. 3 INSTALL STOP LEGEND ON NEW PAVEMENT. PER CALTRANS STD- PLAN A24D. REMOVAL NOTE REMOVE EXISTING PAVEMENT. 0' 12+00.00 13+00.00 14+00.00 15+00.00 16+00.00 17+00.00 15 ELEC. GUY I I EUCALYPTUS ELEC. TREES TO BE ELEC. POLE ANCHOR I 1 REMOVED EXISTING FLOWLINE WM POLE POLE o --t I I ��i GAS \ ��� \ --_--- ----f------------ --------- ----` ® ALV -------- - ----- -----------------=-- VALVE SANTA ANA AVENUE E EXIST. ------------------t- \ CROWN LINE 2' MIN. FEATHER TO JOIN 15+00.00 N. 8943'11 E. 16+00.00 17+00.00 14 0.00 _ t@Q HiQ - �- -- -- -- 7,.�. ��r i i.' �..I..�� �..' w� / l�� /� �� ��.1�..�" �- .i.A �... 411 7�'��►'f� EXIST. EDGE m G Fc) F� 1 2 N 1 -- - - - - - - - - - - - - - - - - - - - EXISTING PJW 11 I I I B 9 9 © �' G MAIL BOX EXISTING _cc N co ry0��� w l w TO BE WATER METER LEGEND ¢ Q3 $`� 1g Cl a RELOCATED TO BE RELOCATED 13 m �° N I � '+ co d a M r m ¢ F ASPHALT PAVINGco `O U m pT OVERLAY � REMOVAL 4O' SO' 1 0' SCALE 1 " - 40'- 0" 5: 0i D l f CHIEF, TRAFFIC DIVISION DATE BENCH MARK: G.V.W. ENGINEERING, INC. FIELD BOOK REF. COUNTY OF SAN BERNARDINO AS SHOWN IN FIELD BOOK 4016, PAGE 1837 869 E. CYPRESS STREET DEPARTMENT OF PUBLIC WORKS "FONTANA GPS" PROJECT COUNTY OF COVINA, CA. 91722 DESIGNED BY DRAWN BY CHECKED BY APPROVED BY SAN BERNARDINO STATION "GPS 21167" -EL- (626)938-0411; (909)594-o552,•FAX (626)9ss-042 J. 0. U.M. D.P. ELEVATION: 975.57 (NGVD 29) SUBMITTE BY C.D.E. RAILROAD SPIKE WITH PUNCH MARK ON TOP, ��� ✓!"/ • �iCI�GC '� I1-Og RECOM N ED /APPROVED B VJ � ASST. DIRECTOR OF PUBLIC WORKS DATE DOWN 0.05' AT INTERSECTION OF CHERRY DANNYM PIERCE R.C.E. NO. 24979 DATE _'1� AVENUE AND SANTA ANA AVENUE. JOB No. 936-0101 MARK REVISIONS APPR DATE LAND DEVELOPMENT ENGINEER DATE DIRECTOR OF PUBLIC WORKS DATE 18+00.00 19+00.00 20+00.00 CURVE DATA 0 o � Q= 89°04'41" R=35' L=54.42' T=34.44' O AL=54.98' 0 T- 5.00' - ---_ ---------- 18+00.00 19+0000 - - - - _ - - - - - EXIST. FLOW LINE ; Z co co v o w o o J J J o Ln o o � Ln o o p + v I u� + rn m w g W -O. NO_ STREET & STORM DRAIN IMPROVEMENT PLAN 14731 SANTA ANA AVENUE ROAD NO. AP # 236-201-09 730800 JA . FILE NO SANTA ANA AVENUE 147-148 FROM STA. 10+00.00 TO STA. 18+00.00 SHEET ^ OF CUP/W 147-1 O9 L SAIA-ST02 Edited April 20, 2004 3:15 PM :) �` ` '^� NO. O- LA 159 Y3 S"ei�15