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HomeMy WebLinkAbout4681-1J Ca -TQr .�5 I L o1 oan/e/ie5: 203.2 L.G. 8" Cur/> ana/ Geer 4 090 5. F. A.G. Pavrre' 83.0 G.F 54w 617' A0 17e4/ 485 5 ` ,9e Remave Exist f1.G. PaYernen�• 25 G.f. A.C. D "fch ©/D� S.F. Groa�e/ Roel ,elPron e 267.98' I � � 5 a /e • / = 40 0 0 x z � •68 X� X x- x- PC. C.In/e/Apron >�`1 - h no. Chaprie/ o0 h Avlo: Taman, ih $p 5'e'de t o70 �ih from a 20 „ ecfo� Dfa �ireC2D R 9ee f. 3"A• C. (Over ComPac�ecl a five .3oi / -A, e. De'Ick i9e16ze/ /70 o SGU. e �N A.P.N. 23¢-23/-02 j � 5N �N Q No. R W L�,Rt1DE TG _. 0941AI Ex. . 60. R/W- 0 Washir/Qfo� Drive d(Yaries) � aced G oU�b/es �X A - - 5'arr Bernardir/o .�,wy �f. /D 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 CC11iFOff11Cl COUf1Ql 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, indemniy and hold OFClvll Engineeff design professional harmless from any and all liability, real or alleged, in connection with the & land Surveyoff performance of work on this project, excepting liability arising from the sole negligence of design professional. l � 5'ec�ior/ a'- Q.2'a f�/lNLiree fo /-5 a FL. Defch V1Li-714V M42 /moo 'ie ca e eonSfracflon Notes : /a--- eonyf,,x18"curb analgeAerPer slano%ral //o, //5. DO— / Soi/s fe,-A 3a Remove Exis � y 4G 1'aver e,�. ¢O -Saw Cvl �o 1-2eal s�ri9h� Eol9e . 5�-Cons Grout�ea�ePoc.� AR,-Vn ,1PCr DerCai� T1i�s 5heei to Cahs�. Groupe .Pack Apron Per pe 1,ae/ This $hee1 Pr_o7r;/e LIN VMLE Civil Engineers/Land Surveyars, 77W- 9333 Baseline Road, Suite 190 Rancho Cucamonga, CA 91730 714989-3922 �p/ace Gobb/e5 /Z fy/o, arc/Grouf 5 u led Rook A , -on De/ail no fo sca/g j FIELD-:_. _.�K REF /Z' r!/•/% fo � 2. X07 % fo •: 4 2 n 7,- not l 5'ecfior/ n0 O SGa e E51irWa1e o1 oan/e/ie5: 203.2 L.G. 8" Cur/> ana/ Geer 4 090 5. F. A.G. Pavrre' 83.0 G.F 54w 617' A0 17e4/ 485 5 ` ,9e Remave Exist f1.G. PaYernen�• 25 G.f. A.C. D "fch ©/D� S.F. 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GENERAL NOTES: 1. All work shall be done in accordance with this plan and the San Bernardino County Standards and Specifications. 2. If asphalt concrete is to be placed directly on subgrade of road or drainage facilities, a soils sterilant registered by the "E.P.A." for use under A.C. & P.C.C. shall be uniformly applied at the manufacturer's recommended rate for the full pavement width prior to paving. 3. Compaction tests of embankment construction, trench backfill, compacting original ground, and all sub -grades, shall be performed at no cost to San Bernardino County. A written report with these compaction tests shall be submitted to the Contracts Administration Division of the San Bernardino County Transportation Department for approval, prior to placement of base materials and/or surfacing. 4. At the completion of paving, a materials report shall be submitted to the Contracts Engineer of the San Bernardino County Transportation Department listing all tests or determinations completed to verfiy: (a) R -Value, sieve analysis, and sand equivalent or aggregate bases: (b) Stablility, oil content and sieve analysis of asphalt surfacing. 5. Transportation Department approval does not include estimate of quantities. 6. 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 densified to 95%. 7. All longitudinal cuts shall be tested in accordance with the specified limits and frequency as outlined in Section "6" of the San Bernardino County Standards and Specifications. 8. An encroachment permits must first be obtained from the County Transportation Department prior to making application and issuance of a grading permit or building permit. 9.' Immediately following removal of existing pavement, or dike or curb and/or gutter, the contractor shall diligently pursue this portion of work until completion. 10. All pipe lines or substructures of any kind, and telephone or power poles, water meters, valves, hydrants, etc., shown or not shown on these plans within the limits of the development or in adjacent areas where improvement work is to be done shall be removed or relocated at no cost to the San Bernardino County Transportation Department. It shall be the owner's responsibility to notify all agencies concerned. 11. A permit shall be obtained from the County Transportation Department prior to any construction on this project. 12. Curb and gutter, cross gutter and spandrels shall be constructed that a minimum of ponding occurs; sections having gradients of 0.501/c or flatter shall be water tested in the presence of the inspector immediately prior to tract acceptance. Sections which have water ponding more that 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. 13. Street markers per San Bernardino County Standard No. 303, 303,1, and 303b, shall be constructed at each intersection. 14. At. the completion of rough grading, a materials report and the proposed structural section shall be submitted by the tract engineer to the San Bernardino County Transportation Department for review and evaluation. Approval will be given when all structural section requirements have been met. 15. Any State facilities damaged or disturbed during the pursuit of this project will be replaced or restored to original condition at no cost to the State. COUNTY OF SAN BERNARDINO ROAD DEPARTMENT We No • 7PO6686-1 Apron Ce rrr DESIGNED BY K,N•L. kennefh N. 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GENERAL NOTES: 1. All work shall be done in accordance with this plan and the San Bernardino County Standards and Specifications. 2. If asphalt concrete is to be placed directly on subgrade of road or drainage facilities, a soils sterilant registered by the "E.P.A." for use under A.C. & P.C.C. shall be uniformly applied at the manufacturer's recommended rate for the full pavement width prior to paving. 3. Compaction tests of embankment construction, trench backfill, compacting original ground, and all sub -grades, shall be performed at no cost to San Bernardino County. A written report with these compaction tests shall be submitted to the Contracts Administration Division of the San Bernardino County Transportation Department for approval, prior to placement of base materials and/or surfacing. 4. At the completion of paving, a materials report shall be submitted to the Contracts Engineer of the San Bernardino County Transportation Department listing all tests or determinations completed to verfiy: (a) R -Value, sieve analysis, and sand equivalent or aggregate bases: (b) Stablility, oil content and sieve analysis of asphalt surfacing. 5. Transportation Department approval does not include estimate of quantities. 6. 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 densified to 95%. 7. All longitudinal cuts shall be tested in accordance with the specified limits and frequency as outlined in Section "6" of the San Bernardino County Standards and Specifications. 8. An encroachment permits must first be obtained from the County Transportation Department prior to making application and issuance of a grading permit or building permit. 9.' Immediately following removal of existing pavement, or dike or curb and/or gutter, the contractor shall diligently pursue this portion of work until completion. 10. All pipe lines or substructures of any kind, and telephone or power poles, water meters, valves, hydrants, etc., shown or not shown on these plans within the limits of the development or in adjacent areas where improvement work is to be done shall be removed or relocated at no cost to the San Bernardino County Transportation Department. It shall be the owner's responsibility to notify all agencies concerned. 11. A permit shall be obtained from the County Transportation Department prior to any construction on this project. 12. Curb and gutter, cross gutter and spandrels shall be constructed that a minimum of ponding occurs; sections having gradients of 0.501/c or flatter shall be water tested in the presence of the inspector immediately prior to tract acceptance. Sections which have water ponding more that 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. 13. Street markers per San Bernardino County Standard No. 303, 303,1, and 303b, shall be constructed at each intersection. 14. At. the completion of rough grading, a materials report and the proposed structural section shall be submitted by the tract engineer to the San Bernardino County Transportation Department for review and evaluation. Approval will be given when all structural section requirements have been met. 15. Any State facilities damaged or disturbed during the pursuit of this project will be replaced or restored to original condition at no cost to the State. STREET IMPROVEMENT c1LANS Wa6hinyIon Drive Flo/ Plan No. 14.5 -/OZ W. O. NO. R< 8� 94.50 LIMIT 1 y Lq?� i COUNTY OF SAN BERNARDINO ROAD DEPARTMENT DESIGNED BY K,N•L. DRAWN B` 6•A.C. NECKED BY r APPROVED BY SUBMITTED BY C.D.E. RECOMMENDED/APPROVED BY to,Z�, dC ASST. COUNTY ENGR.-ROADS DATE 4,x,8 PR D -A -T -E-1 ASST. ROAD C MMISSIONE ENGR. DATE COUNTY ENGINEER STREET IMPROVEMENT c1LANS Wa6hinyIon Drive Flo/ Plan No. 14.5 -/OZ W. O. NO. R< 8� 94.50 LIMIT 1 y Lq?� i