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HomeMy WebLinkAbout4674-1_:t .............. ±......:.:::.::::. --- 1 p -.I ;-EX15t.TC 16 Lt... - ._- X05 —�_, __..ti _ j ._ .. .... k « { ...... ��. �T4. ..............�c. F ---- - ----- -- -'- - ......... P ........ ....... ..-:.......... .. ..........«..........t`:......... ......... .......W ..... y .. .............: ............................:..... .. .... .. .i +_ .........P....- .. _... _. .. ....... ... ..... ...... .....:. F ..... :.. .f. ... --_ ...................... _ . F - ..... .... i.. 3. .- .- ,' f y O BENCH MARK : Chiz'o' on headwall 24' West and 50' north of intersection Valley Blvd- It Oleander Ave. b -&i EIev. = 1109.1035' L = 3144 A. -a�o L6o �,vv OV + O V —SN r U 6 �I E 1st. Pav'f. °C' :. I._.... .............._ -- "= 4'Vert "= 40' Horiz. -------_E�iSt_Curb Gutter --_-- J_ WASHIDRIVE '� 13 D � 2 R E C.) CURB RETURN DATA R= 20' >. A= 90003' 22" T = 20.02' O L= 31.44 Q ori �2- Sl CONST. NOTES dr CD (D—Const. �,3" A.C. over cornPACTE.D IVATI✓s 4xr azi �— Const. b" Curb f Gutter per Std. 4115 4- U Const. b" A.C. Dike per 5 t d . # 117 —, 4)Install 3 Markers per Std. #304 LL' 5� Const. 3:1 A.C. Taper tion to 900/, relative compac tion (R.C.) at varying depths to within 05" of grading a Const 2:i A.C. Taper N 0-- Eeafher Over Exi5f. Part. 2' Min. �. Remove EX i 5t. A.C. Dike Oa— Remove Exist. 32" Euc. Tree 6.) At the completion of paving, a materials report Shall be Submitted to the Contracts Io Remove EX -15t. 14" Tree Stump completed to verify II Apply 4" Wide Painted White Stripe on Taper a•) R -Value, Sieve analysis and Sand equivalent of aggregate ba5e5. I2 Remove EXi5t. Reflector 7) Immediately following the removal of e%i5finq pavement, A.C.di Ke, curb and /orgufter, 13 Place Min.O.l' A.C.Overloy f Levelinq Course the contractor shall diligently pursue this portion of worn until completion. To i A5 Directed by Inspector 6 �I E 1st. Pav'f. °C' :. I._.... .............._ -- "= 4'Vert "= 40' Horiz. -------_E�iSt_Curb Gutter --_-- J_ WASHIDRIVE '� 13 D � 2 R E C.) CURB RETURN DATA R= 20' >. A= 90003' 22" T = 20.02' O L= 31.44 Q ori �2- Sl construction on fh15 project. dr CD 61 4xr -1 Q O 4- U County Tron5portation Dept. It Shall be the Owner's responsibility to notify a I I agencies involved. LL' W tion to 900/, relative compac tion (R.C.) at varying depths to within 05" of grading plane . The top 0.5 Sha I I be den5i f i ed to 957.. N frequency a5 outlined in Section � of fhe San 5ernardino County 5tandard5 and CC) -Grade and Pave to Accept Drainage 14 �EXi5t. F.L. ACCURATE SURVEY RIVER5IDE, LIF. ROBERT E. 5TOKE5 R.C.E. 27, 319 EXPIRATION DATE 3.31.89 R/w FIELD BOOK REF. 12' SIONS 30' M I I I L VALLEY BLVD. w Uj Q 5AL5AM AVE. s' rr LU o W LUz 51TE 0 WA5NINGTON DRIVE 5AN BERNARDINO FRWY (I-10) VICINITY MAP 30, 27' i 3' Q J EXi5t. Imps. (V� `� ,'� ro , 4" 3R0 7- i V'(1= �•�--- I 267%~ c L 13 Lirnit5 1+50 To 3+210.13 TYPICAL 5ECTI N N. T 5. - - .............. y....................p.......... .......... ........... .......... ____. __ ._._... .......y.................... ........... .......... ._..._. CONST. N4T�� -- ,_. T :_.::.- . - -- .) Compocfionte5- Sof embankmentcan5Truction,trenchbachfi11,compoctingoriglncl ground, and ail Sub -grade -hall be perforrrred ate n-oco5t to San Bernardino County. A written reporterifh these compaction te5t5 Sha II be Submitted to the; a == Contracts Admini5trohon PiviSion of the tdino County Trc `i ortation Deptfor approval, prt6 to placerneni Oeste maferiai5 and/or Surfacing. p 1I) Existing County roadsich wlltruction Shall remain open. or Traffic ......... f.: at a I I times with adequ detours� QnStruction - - GENERAL NOTES Q All work Shall be in accordance with these plans and the San bernardino County 5tandard5 and 5pecificafion5. 2.) A permit Shall be required frorn the County Tran5porfafIon Dept. prior to any construction on fh15 project. 3.) All pipelines or 5ub5tructure5 of any Kind, and telephone or power poles, water meters, valves, hydrants, efc.,5hown or not Shown on these plans within the limits of this development or in adjacent areas where improvement worn i5 to be done Sha l i be removed or relocated at Developers expense and of no co5f to the San bernardino County Tron5portation Dept. It Shall be the Owner's responsibility to notify a I I agencies involved. 4.) A11 lateral cuts in County Maintained roodway5 Shall be tested to Verify den5if ico- tion to 900/, relative compac tion (R.C.) at varying depths to within 05" of grading plane . The top 0.5 Sha I I be den5i f i ed to 957.. 5.) All longitudinal cuf5 Shall be fe5ted in accordance with Specified limits and frequency a5 outlined in Section � of fhe San 5ernardino County 5tandard5 and 5pecif icafion5. 3/W 6.) At the completion of paving, a materials report Shall be Submitted to the Contracts Engineer of the Son bernardino County TranSportofion Dept. listing all te5t5 completed to verify a•) R -Value, Sieve analysis and Sand equivalent of aggregate ba5e5. b.) 5tabi Hy, of I content and Sieve analy5i5 of asphalt Sur facing. 7) Immediately following the removal of e%i5finq pavement, A.C.di Ke, curb and /orgufter, the contractor shall diligently pursue this portion of worn until completion. 6.) Curb and gutter Shall be 5o con5fructed that a minimum of ponding occurs; 5ection5 having gradients of 0.50% or flatter Shall be water tested in the presence of the 'inspector immediately prior to acceptance. 5ection5 which have water ponding more than &" wide or more than 4' long Shall be 5owcut and removed in lengths not le55 than 4'and replaced to reduce ponding to the maximum Specified. 9.) If asphalt concrete 15 to be placed directly on 5ubgrade of road facilities, a 5oi I Steri lont registered by the E.PA. for use under A.C.and PC.C. 5hal I be uniformi ly applied at the manufacturers recommended rate for the full pov't. width prior to paving. COUNTY OF SAN BERNARDINO W. O. NO. ROAD DEPARTMENT STREET IMPROVEMENT PLANS DESIGNED BY DRAWN BY CHECKED BY APPROVED BY SUBMITTED BY 6( C.D.E. RECOMMENDED/APPROV D BY ASST. COUNTY ENGR.-ROADS DATE 2-.7a. $a APPR DATE ASST. ROAD COMMISSIONER-ENGR. DATE COUNTY ENGINEER DATE WASHINGTON DRIVE INDEX # W I63-102 S. f. R. A.PN. 251-I/o2-01 ROAD NO 869450 FILE NO 113 - Ilo4 SHEET 01, 1 1