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HomeMy WebLinkAbout4520-1,CeNo/>' 41,w3/S ,13. Nl. /YO /✓ /9,o&r £ B Go. ,9urviyor ycirt oonfro/ r&OOrds. Brass 2s,f /r7 ,#YGS/ c ', ' WMNd// 75'rioft of Ghrirry 4,,&/7a& ti d 6.64, sou/`h of soufh rods SPfA e/eivafior, : /027.508 _!I --:qui':: 0 i%1v11WAMINIMOMMIK IIIII III:IIIIIItIIIIIIIII . rwNlau ' Wing nuulncu , I C 111 C: I: I I :111111111 a° .Sto/G /twy, No. Z-/0 S.P. RR V/O/N/TY MAP Ova. A -v&. pp Grodc. To Dr4,17 3: / Toper o,o N13k O .J� L03,11 `net:0 N Loral -te Consh-e. Co tfi (A.P. 236-052.-0G) Zo' 30' gait /2' /e. o' re /Z.3' 41 TYP/,4t SECTION NTS. Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. - 5.% Tvpcir ,fvtNUt v a 6 John E Lane � �`� N (A P 236-052-O8) N` �0 ki k 45 kl' 44 yeaNl• CI N- : % s 1! N \ v \v California Council ofCivil Engineers & hand Surueyou Nto D 1 CONSTRUCT/ON NDTes % Gonstrucf HO.G. Garb / Gu//'r par 6Yd a°`"J/5 ®-Ooftuof O. Z/', G. l"avc'm&nt Ov&r Oomps cfod /Vof/Yc Sod. Construct Z' />f G. le'athe'r To ex/oh/79 ®Th5ow-owi 72 Ne c/ G/G a, Ifrimovc &x/s1/n9 Gone. Curb arnove' Infe'r/crin9 Portions 9f ,aa Approach /4nd Oonstruof Ars •-44 oriv& /4pprocrch Per Rd.* /28 /Wooer/6 exist P&P c e - ,/. =111111111111KE ErdinEgalr Z ler1 GENERAL NOTES: 1. All work shall be done in accordance with this plan and the Standards and Specifications of the County of San Bernardino. 2. All pipe lines or substructures of any kind shown or not shown on this plan within the limits of this development or in adjacent areas where improvement work is to be done shall be removed or relocated as required at no expense to the San Bernardino County Transportation Department. It will be the owner's responsibility to notify all agencies concerned. 3. A permit will be required from the San Bernardino County Transportation Department prior to any encroachment or construction within the Trans- portation Department Easements or Right -of -Way. 4. Adequate stakes shall be set by the Engineer to enable the Contractor to construct the work to the plan grades. 5. When asphalt concrete is placed on native soil which material, the subgrade shall be prepared by removing trude above the subgrade and all voids or depressions a final graded material of a quality better than the 6. All sewer, gas, a individual lot pr 7. Compaction tests original ground, Bernardino County be submitted to t Transportation De erials and/or sur 8. At the completion the Contracts Eng partment listing (a) R. Valve, si consists of a rocky all rocks that pro - shall be filled with native material. nd water mains and laterals shall be constructed to each for to paving. of emban and all . A wri he Contr partment facing. of pavi ineer of all test eve anal kment construction, trech backfi subgrades shall be performed at tten report with these compactio acts Administration Division of for approval; prior to placemen ng, a materials report shall be the San Bernardino County Trans s of determinations completed to ysis and sand equivalent of aggr 11, compacting no cost to San n tests shall the County t of base mat - submitted to portation De - verity: egate base. (b) Stability, oil content and sieve analysis of asphalt surface. 9. If asphalt concrete is to be placed directly on subgrade, a soil steri- lant registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the manufacturer's recommended rate for the full pavement width prior to paving. 10. Curb and gutter, ross gutter and spandrells shall be so constructed that a minimum of ponding occurs; sections having gradients of 0-40% or flatter shall be water tested in the presence of the inspector immediately prior to tract acceptance. Sections which have water pond- ing more than 6" wide or more than 4' long shall be sawcut and removed in lengths not less than 4' and replaced to reduce ponding to the maximum specified. 11. All 0.40% curb grade lines shall be staked at 25' foot intervals and forms certified by engineer before pouring concrete. L/NI//LLE4.54AoonsoM / 4550 9587 /grow /3t& ✓ctG. / n /`4ana/io Gucamonge7, GA; 9/730 (7/4) 980 -/2// FIELD BOOK REF. COUNTY OF SAN BERNARDINO ROAD DEPARTMENT STREET IMPROVEMENT PLANS w. O. NO. BOYLE- AveNl/e ` WGST OP l�EO1�VOOD �4%�eN!/e PONTAN4 PIS Plan iv. 145-/¢7 ROAD NO. -� 17775D DESIGNED BY G DRAWN BY A a`Y CHECKED BY S APPROVED BY FILE NO. N, �l0 �f SUBMITTED BY C.Q.E. A ASST. COUNTY ENGR.-ROADS DATE RECOMMENDED/APPROVED BY ) _ 2� , gs. _ �nn*th N. Linville, f4.G. � 20300 . 84 aoi0 Fi/b 0 84-070 / ,._.2.6_--z..43:______ SHEET of % MARK REVISIONS APPR DATE ASST. ROAD OMMISSIONER-ENGR. DATE COUNTY ENGINEER DATE C4. No. 1-151.o