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HomeMy WebLinkAbout4580-3CONST SUR - - 0 20 40 80 120 . o.. BOYLE AVENUE 10+00 C.L. SURVEY = POPLAR AVENUE 16+66.26 CONSTRUCTION NOTES O V) a O2 CONSTRUCT w DWG. NO. 115. c� w Q Jw � J ® CONSTRUCT CROSS GUTTER PER S.B. CO. STD. DWG. > U w CONSTRUCT ly w © F- o_ HANDICAP RAMP PER S.B. CO. STD. DWG. o Q w V) (n O� O� 8 ~ 00 W= o t\ Q = O M I - (o~ +!L) +� O X O O CO N F— oCDo r m z rnx O w ow 14 0 •oX 15 O DAYS BEFORE YOU DIG! ss ---- r w + XW r a- 1%59 CONST SUR - - 0 20 40 80 120 . o.. BOYLE AVENUE 10+00 C.L. SURVEY = POPLAR AVENUE 16+66.26 CONSTRUCTION NOTES O PLACE 3" AC PAVEMENT OVER 6" CLASS II BASE PER GENERAL NOTE #4. O2 CONSTRUCT 8" CURB AND GUTTER PER S.B. CO. STD. DWG. NO. 115. O3 CONSTRUCT CONCRETE TYPE "B" SIDEWALK PER S.B. CO. STD. DWG. NO. 109. ® CONSTRUCT CROSS GUTTER PER S.B. CO. STD. DWG. NO. 119. O5 CONSTRUCT COMMERCIAL DRIVE APPROACH PER S.B. CO. STD. DWG. NO. 129B. © CONSTRUCT HANDICAP RAMP PER S.B. CO. STD. DWG. NO. 110. O7 SAWCUT AND REMOVE EXISTING AC PAVEMENT. 14 O ADJUST TO GRADE. cn N z 00 Q O � EXISTING CURB & GUTTER TO REMAIN +0 Z N w EXISTING PAVEMENT TO REMAIN a-0 N 89'45'44"E co Lo 0 ,o X POPLAR AVENUE SEE SHEET 2 �v 16+0 o O (c O_ Lo Q? ai (6 ^ O ..'r... cD No `—`\ X C3 + O 1111 T— r r + I r r GATE RISER 1061 �0 Soso r lo s �— 12 X F� -7 059 EXISTING FENCE TO BE MOVED TO PROPERTY LINE OOI M X11/1 00 cc + �I + N r EXIST. CURB AND GUTTER PAVEMENT BY SAN BERNARDIN COUNTY POPLAR AVENUE SEE SHEET 2 0 20 IN 80 120 B 0 Y 1L E A V E N U E CU RVE DATA OA 0=89'33'28" R=35.00' L=54.71' T=34.73' BENCH MARK: 1" CSM CENTERLINE INTERSECTION POPLAR AND SLOVER. [mI1� 0 we-1Lel J W.J. McKEEVER, INC-. CIVIL ENGINEERING 647 NO. MAIN ST., RIVERSIDE CA. 92501 PH:(909) 341-3700 f WN-... L42L-o . �oQROFESS/ pN�C J Mc�< G'� �� No- 99.909 x T * Exp. 12-31-01 s�q 0 V pF CAL1F0� REVISION BLOCK: MARK I DESCRIPTION I APPR. I DATE SLAVER AVENUE DETAIL (SIDET'VAILK CONSTRUCTION ONLY) r-tc u. \,-� 3 '. v4ps�az) 02_2l_ 01 C H/EF J TRAFF/C D/ V/SId" GATE COUNTY OF SAN BERNARDINO TRANSPORTATION/FLOOD CONTROL DEPARTMENT DESIGNED BY DRAWN BY CHECKED BY APPROVED BY M1 - SUBMITTED BY C.D.E. RECO EN E PPR ED BY ASST. DIRECTOR OF TRANSPORTATION DATE il9-/-()/ LAD DEVELOPMENT ENGINEER DATE DIRECTOR OF TRANSPORTATION DATE STREET IMPROVEMENT PLAN W. 0. NO.: BOYLE AVENUE ROAD NO.: 667450 SB STA. 10+00.00 TO STA. 12+80.82 FILE NO.: (CENTERLINE SURVEY) 104-105 DR/157-101/98/APN 237-052-10 SHEET 3 OF 3 UNDERGROUND SERVICE ALERT 10 SAWCUT AND MATCH EXIST AC PAVEMENT. PROVIDE 0.1' MIN. THICKNESS AC PAVEMENT OVERLAY MIN. 2' WIDE. o CALL: TOLL FREE 12 CONSTRUCT MARKER PER S.B. CO. STD. DWG. NO. 304. 1-800 ((((� 227-2600 14 INSTALL STREET NAME/STOP SIGN PER S.B. CO. STD. DWG. NO. 303. 15 INSTALL "STOP" AND STOP LIMIT LINE PER CALTRANS MANUAL FIG. 6-33 & FIG. 6-36. TWO WORKING DAYS BEFORE YOU DIG! CU RVE DATA OA 0=89'33'28" R=35.00' L=54.71' T=34.73' BENCH MARK: 1" CSM CENTERLINE INTERSECTION POPLAR AND SLOVER. [mI1� 0 we-1Lel J W.J. McKEEVER, INC-. CIVIL ENGINEERING 647 NO. MAIN ST., RIVERSIDE CA. 92501 PH:(909) 341-3700 f WN-... L42L-o . �oQROFESS/ pN�C J Mc�< G'� �� No- 99.909 x T * Exp. 12-31-01 s�q 0 V pF CAL1F0� REVISION BLOCK: MARK I DESCRIPTION I APPR. I DATE SLAVER AVENUE DETAIL (SIDET'VAILK CONSTRUCTION ONLY) r-tc u. \,-� 3 '. v4ps�az) 02_2l_ 01 C H/EF J TRAFF/C D/ V/SId" GATE COUNTY OF SAN BERNARDINO TRANSPORTATION/FLOOD CONTROL DEPARTMENT DESIGNED BY DRAWN BY CHECKED BY APPROVED BY M1 - SUBMITTED BY C.D.E. RECO EN E PPR ED BY ASST. DIRECTOR OF TRANSPORTATION DATE il9-/-()/ LAD DEVELOPMENT ENGINEER DATE DIRECTOR OF TRANSPORTATION DATE STREET IMPROVEMENT PLAN W. 0. NO.: BOYLE AVENUE ROAD NO.: 667450 SB STA. 10+00.00 TO STA. 12+80.82 FILE NO.: (CENTERLINE SURVEY) 104-105 DR/157-101/98/APN 237-052-10 SHEET 3 OF 3