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HomeMy WebLinkAbout308 U U z 8 �•�. BENCH MARK N0. A458 rn U Chiseled ® at end of curb return O i , Oo N v N W corner Archibatd Ave" and8w6 fae hNrsion /2u orb roCe o U 0 'It > rn ` Arrow Route. qY N U o ELEVATION= 1150.113 cr to loo v.c _ N' CO Existing ground of 44' We t' of ` O00 M �0S�ON unU 0 z CID m !2` airb gffer; f proposedTop o oD 9 ' o gIn a v1Ua- vOa + if U O 1160� omO ,o O , oic� o95 Ewsg f/owlme /2 West of o - + + Oto + CD i d U to O to - - ��.-� CID 'too OD (D p1 I o In > g\ O 8 Co U} O N I \co to m ►'� a V �.? b O t? R. r r{ > ��e o tiCO , 2Fufore fi�si grades at centerlm' e . 6°x° X1.38 o U ,+ \�^ /^ `L' 8 n1 Q ti + Qj o it O U N SI a .4 /o \ i 0 0 N ro p �' , g I Q' r` � \ _ Existing g►ro es o� venter/ine i J U V N p�. . 1150 � � $ `` > W �,� __ + � ,.�\ �� _ � _.� Flowline none ribbon u N m U + 'h - 1160 O 24tvestof (L . cv oM OO � � 10 o oN U) (D1­ cD to i fo. 10 . z 9N N � > O - 0g \h } 100 V C O O p \ CD 1A 0 N O - - U N 150 100' VC S , o PROFILE SCALES HORZ. I"=40 VERT. 1 4 0 I , , t~ t t i i 0 See DWG 129250 AP 1 2 ► 0 4 0 5 6 7 € m 80 9 uj > CURB RETURN DATA: N = N V U 66.00 ZQ = 90°2 5156 © 3 + I Q U 33.00' 33.00' 150,00- 1 �, a R = 20.00 �m 8 , a g w GENERAL NOT - d _ _ �- CL m M Urn U "' + �, _ N 22.00 22001 2000 30.b0' L = 31 .5 7 a;c a 6 I d O �, _ g' v ' o .1 T = 20.15 ' 0 3 m c „ a� - c? • se $ 1 All work shrill, be done in ac�nrdenea vith there plana and the 1966 11.5' 20.00 ICE >l h[ 3 - W .1 EX/ST/Nli /O WAMR L/NE a o y °' o a Stenctrrd Specifications of the Count of San 13ernrrdino. c w l w " G ± .°o �'I,'3 3 to hove 24"min. cover. ; Z =N �' m X o ti y > OC F- I I 2 A permit from the San Berntirdino County Road Depr.rtment will be remAred J - ~ I U W II � w o� 6n' -- Q � -- Contractor to verify a%vofion _ •x � I O tin. v o - d o ( F- of line in fie/d. Deve/ erto ° -- + ( for to the beginning I O � co Const.romps for phycicolly handicapped � ,� � � � � } in � � 5 ; p p J I �I Q � � ( ( pr' of u;.ry Mark or construction within the County + per Std 110 B modified I r /owe, ppe to required depth. V N °' O O I J I H I m R.gbt of Way or cscecurnts. o =7' lo' 2 10 U b c°� a v ao v o �i d to (� N 3 All pipelines or substructures of any kind and all telephone or power polcc, water metcres valves or hydrants, vhethcr shown or not chows on thrice plana, ' ' I ' • -meq 8'(1YP �__ and located within areas to be- improved and interfering with eonctruction ' - -- - ----- ( ` - - shall be relocated at no cor_•t to Sun Bernerdino County. :t ehr:ll be the Depress lip of I _ - --_ _ - s-- --——— owner's responr�ibility to notify all agencies concerned. gutter within curb return I S, Over l0 21 ___ 8 —� O ? ---- -- ------ -- -- ---- _— --- _--- _-- _--� -- __ — ---.--r----- --- -I �F�J7 4 Colm�►ecE'ion tests of embankment construction, trench bac'_,fill and all I L_ ave er t ical section- - - N T - O I 2 P P YP Jf �` v N 7 8 J sub--grades shall be performed at no cost to San Bernr.rdino County. A - + -- _. -.- ,- -- _ _ + __�- - --_.- -- --_-_-- .--._-+- - -- -- - - t ----- ---- - -- - + - -- - t t- - - ---- ---- - - - written report shall be subml tted to the Contrncts Administration Division Join existing pavement TURNER AVENUE - -r_-- -------- -------- ------------------- - --_— _ of the County Road Depertmcnt for approval prior to placement of btzr�c 0 ----- ------------------ --- � / ng. Procedure for tec�ti 8 I O ___ Remove existing pavement in hatched area --------- DDiivision of Highwaysatest method No. 216 letter des »E shall be per California g y ignation shall be ac g t — currently being uved by the Division of Highwaya at the time the tests o a U \� are taken. 5 iPhan,the road bed has been graded to the approximate elevation and Sroa�r- U �' CON STRUCT I DN MOTES a g C a: � �ti ` ,11 - c eection`� all rocks and lumps of earth over 2 inches in size and other I X I 40 M ° m unsuitable materials shall be remcwed from the upper 6 inches of the road IQ ( COM 57. DWY. APPROACH PER CITY STD. 3D[o i, 2 3 a 1- ; bed ane! diepored of. In lieu of the above requiremt^nt, the contractor a c_"_°' may furnish as an altern+�tc, inchce of C1arsZA.B. or pre-sampled and O I Z REMOVE AND RECONSTRUCT SIDEWALK N PER STD. 3i I a N aD ! pre-tested lmrpart br local matcrie.le, free of rocks, which has at lccat jQ I IQ� IN5TALL °?500 LUM5M H.P.S•V. STREIET Ll/aHT 44.00 t�►-iRtarrium required "R" value on which the tract design is trirc%d. _ } I 1 6 Sect workers as per San Bernerdino County -Standard No, 303 6M-3Q3A S 12.00 32.00 P. 32.00 ' e I be constructed at each Intersection* ? 8 I 7 The re � �rdbilit of ad usti a I 8.00' 24.00' FUTURE IMPROVEMENTS r y 3 ng sanhrlle cavrra, paving r�irc, and Remove existing prying replacenwi in connection with seirer line installation (If any) O slope /�Q"�,r f 1811 rubble curb LEl2�L L/NE will be the rceponnIbility of the owner and shrall be accomplished in �� - - -- �-� -- compliance with Ordinance No* 815, sections 203, 209, and ZI0• Construct 3.0 rode 4'""I N _ concrete ribbon per) Feather 2'over 1 N I I Existing 18" rubble curb - I I I 0.50 v - co I I existing _ O 1 al 8 Ate.-the_compl.etion of rough gradin, a wteriale report and the proposed _ Standard No. 125 I i s cstructural section shall i)e submitted by the Tract Engineer to the 1 I subdivision section of th4 San Bernardino Cour Rand Dc ertmcnt for Construct 4' PC.C. :' dove Yor�eS — � �� sidewalk per +� o'' • ;Q*-: a—. F- '1"———--r'�� �J rayl cw and evalu! tion. p Approval will be given when all ctructi:r..1 Standard No. 109 : 1 I I 12A0 12.00' rte-requircznente htave been met. '13.001 I- ` Construct 12"curb with I 11 I 9 Ade ate stakes shall be set ' Existing 2 A.C. over 6concrete � by t>be 'Pratt Er;�inc�er to enable the eon- 18 gutter per detail at left 1/ tractor to construct the work to the plan grades. Sub-erxade otakcs, 0.50 8.00 Construct 24/2 A.C. pavement driven to the pevenrnt sub-erode (blue tope) elevation, shall be act I/2"R. V2" R. LEVEL LINE on 411 Class II Aggregate Base by the contractor or• the Engineer. The strkes shall be set at all hinge, z edge of pavermAnt and crown points within 0.01 foot of sub-grade and at W not more than 50 foot Intervale. Additional stokeEs say be nececocry at 3 ,. .O -• - - -- -- FOOTHI � a a ARD warped or vertical curve areas. Stb--ra(le etekce shall be in place 8 o Tyoieo/ Section of TURNER AVENUE - sm. AOO.00 to sm 8,,24./6 I prior to paving in order to per tt spot checking of the sub-grade by 11 _ J inn o _ o NO ,SCALE ; pection personnel, 00 , o . , I R. s/ape 7B7 0 cD 1 m Z PREPARED IN THE OFFICE OF: a RICHARD NEWTON. INC. N _ - sheet 626 WEST I STREET _j z 7 9e . �. _ - i• m ONTARIO CALIFORNIA 91762 PaVe per typical section O ARROW a s ROUTE PH. (7141 986-8707 L.K. Mc NEIL R.C.E. 6642 DATE 'r Ci O �• v • ' v :' _ FIELD BOOK REF. w.o. NO. �' v COUNTY OF SAN BERNARDINO w '//=� �/� � " .° .� :. , .: '' -b:' '° •° ROAD DEPARTMENT INDEX MAP a i •'v CCJCAII�lON6A D/STR/CT ROAD NO. .. SCALE:I =2700' DESIGNED BY DRAWN BY CHECKED BY APPROVED BY 827300 JK 2.00' S.00' 1.50' 1.50' J.R.I\L R.A.B. S• PLAN AND PROFILE OF LIMITS p 1 ADD ST. LITE S- STA. 1+20 rt. 3iZo� 1 SUBMITTED BY C.D.E ASST. COUNTY ENGR.-ROADS DATE TURNER AVENUE 85-83 DETAIL REMOVE RELONST. 5/W— !,7A. I+2,1.1'7 RECOMMENDED/APPROVED BY SCALE /��/.�� I 1 ADD DRIVEWAY - STA. 1+SLID t y C 3((.114 MARKREVISIONS APPR DATE ASST. ROAD COMMISSIONEW ENGR. DATE COUNTY ENGINEER DATE SHEET of �.