Loading...
HomeMy WebLinkAbout5309-1GENERAL NOTES: I.) All work sholl be done in accordance with this plan and the San Bernardino County 5tondard5 and 5pecification5. 2.) If A.C. i5 to be. placed directly on 5ubgrade of road a Boil 5terilant registered by the EPA. for use under A.C. and PCC. Shall be uniformly applied at the manufoeturery recommended rate for the full pavement width prior to paving. 3.) Compaction tests of embankment construction, trench backfi II, eompoctinq original ground, all Sub -grades Shall be, performed at no eo5t to San bernardino County. A written report with these compaction testy Shall be Submitted to the Contraeto Administration Division of the San Bernardino County Transportation Dept. for approval prior to placement of base materials and/or surfacinq. 4.) At the completion of paving, a moterial5 report Shall be Submitted to the Contracts Engineer of the San bernardino County Transportation Dept. listing all te5t5 or deter- minations completed to Verify: A. R-volue, Sieve analysis and Sand equivolent of oggregate bases. D. Stability, oil content and 5ieVe onoly5is of asphalt Surfacing. 5.) All lateral cuts in County Maintained roadways Shall be, tested to Verify densification to 90% relative compaction (R.C.) at varying depths to within 0.5' of grading plane -The top 0.5' Shall be den5if ied. to 95 . G.) All longitudinal cute 5holl be tested in accordance with the, Specified limits and fre- quency a5 outlined in 5ection % of the San bernordino Co. Standards and specification. 7.) An encroachment permit must f ir5t be obtained from the County Troneportation Dept. prior to making application and issuance of a grading permitor building permit. 6.) A permit Shall be obtained from the County Transportation Dept. prior to any construct- ion on this project. 9) All pipelines or 5ubsfruefure5 of any kind, and telephone or power poles, water meters, valves, hydrants, etc., Shown or not Shown on these plans within the limits of this dev- elopment or in adjacent areas where improvement work i5 to be done Shall be removed or relocated at Develope6ezpeneeanaatnocostto5an bernardino County Transportation Dept.. It Shall be the owners re5pon5ibility to notify all agencies concerned. 10.) E%i9tinq County roods which will require reconstruction Shall remain open for froffic atoll times with adequate detours during actual construction. ,3 –.ir CON5TRUCTION NOTE51 ACCURATE SURVEY RIVERSIDE, CA. IZ'29-89 FIELD BOOK REF. COUNTY OF SAN BERNARDINO ROAD DEPARTMENT STREET IMPROVEMENT PLANS W. o. NO. ` BANANA AVE. q q APN Z36-171-53 519 [[ p J.r. R. O W14-1-110 ROAD NO. 152650 BENCH MARK: (DConst. A.C. over APPROVED BY ASST - FILE NO 110-111 LAKWI FAST, R.C.E. q9,150 DATE RECOMMENDED/APPROVED BY . . ROADS DATE COUNTY ENGR SHEET I of I Chino ba5in Municipal Water District 2o --Const. S" Curb Gutter Per Std. 115 ASST. ROAD GR DATE COUNTY ENGINEER DATE I"=4p' N.W. Corner Jurupo Av. 4 banana AV. 5-Con5t. S A.C. DiKe Per5td.117Z o R/R 5pihe in power pole. Elev. 922.365 (D—Instal 14 Markers Per Std. 304@ 20' 5paeinq 3 m Q- Grade and Pave To Accept Drainage o @—Const. 3:1 A.C. Toper j -,i i �_ v d �-RemoVe Chain Link Fence a-- 5oweut To Neat Edge Z II d >_ ; o -Feather Over Exist. 2' Min. ; �„ �' o> � \� � J o o o O o� t0 Paint 4" Wide White Stripe On 5:1 Taper = a sa so' doh 11 s s sAN 12' 1 12 0 V Q R/W -�—, x01 11 w R/W 44' 44' 3 ?'MIN. FEATHER � 10111 �o VA RI Es V.. TYPICAL SECTION R/W 4.Yf—XJ¢ V' BANANA AV E. /7 . 13 tK 5$7 'E115T. F.L. 4 4 3 E: S} �1 w- j it C7 N D c i 3tc5 ob a V 30 �N ��+ i n v %N cs ti` s �r + �N os s O S O�.xO d '' tis ± cif tiiU.A R/W VICINITY MAP .E 4-41 5309-1 ACCURATE SURVEY RIVERSIDE, CA. IZ'29-89 FIELD BOOK REF. COUNTY OF SAN BERNARDINO ROAD DEPARTMENT STREET IMPROVEMENT PLANS W. o. NO. ` BANANA AVE. q q APN Z36-171-53 519 [[ p J.r. R. O W14-1-110 ROAD NO. 152650 - DESIGNED BY DRAWN BY CHECKED BY UBMITTED BY C.D.E. APPROVED BY ASST - FILE NO 110-111 LAKWI FAST, R.C.E. q9,150 DATE RECOMMENDED/APPROVED BY . . ROADS DATE COUNTY ENGR SHEET I of I MARK REVISIONS APPR DATE ASST. ROAD GR DATE COUNTY ENGINEER DATE 5309-1