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HomeMy WebLinkAbout466 i , 100 VCc P.I. 98.60 m v 100` VC ; OD U P/ 96.80 > t Bench mark to O m o: M=0. 58 aor N 1004VC Bench A 256 EIev.1948.210 C) P/. 87. 20 1 O N end Cb.rt. N.W. comer UJ > Hillside Road & Carnelian Ave. o °° M - 0. 28 w O Ilk 2000 to 2000 o 100' VC f 1.80 to oja -= o U N P./. BO. 59 _ 1 All work shall be done in aczordence vlth these planet Mt- O Z and the 196E Standard Specifications of the County of O M= 0. 42 U San Bernardino. ti W s u'00 X-01V m W ¢ -2 A permit from the San Bernardino County Rcad Depe.rtrih-nt gp Top of N$$ (yJ t will be required prior to the beginning of any Work t_ h the County Right of W or earcm nts j �P, o H (n o within e n North 0 o '; wiy igh ay } 2' Curb en rn 0 \ ►� tri + 3 All pipelines or sub-structures of an_v kind and all 0 N oD co p cY telephone or pov*er poles, water meters] Ycaven of hydrants, wbcther shown or not shown on these plans, 00 01 �. o: and locoed within areas to be improved and intcrfer- 'I 2000 ell r N 1990 Ing with construction, shall be relocated at no cast 00' ���,_ - u� w o c6 or to the Gotlnty of Sun Bernardino. It shall be the Be a 9 Existing profile � N N to U ' owner's responsibility to notify all agencies 33�N of t i �- °D o �i concerned. U U S k *� r` >Q v M W 4 Com-ction testa of embankment construction, trench _ 9 Ir 9y. \ t? ~ a� ~ N - i bacffill and all sub-grader shn11 br• n,rformed at no /�La •/3 Q c� N co- to q*n Rr'r„ ell*1r` Cn 1-tv, A written report vv,{h these N eros -f U ti o E x i sfi inq profile sorr►paction tests Shall be Subn�llf¢d {o the contracts hdmtnia+radon div. Existing � co 4,6 s 9� cp -� of the Ccluzat hone Dc rtment for rovr.l prior to Q�4 2� tfe� �� c0 33� N of y su g tL y plaeerPnt of Base materials and/or surfacing. 93 ti Proceedure for testing shall be per Cs-lifornin. Division of flighvpys test method No. 216, letter designation shall be as currently being used by the Divisor ora of gb ti Highways at the time the tents are taken. ro �0. �+ i Existing cr 1� r 3 Z ti oil rflQ Z �� Abe a SCALES o g 6�. �, o �2r�' tt t m VIA 0ti�� -+ CO 6�,R = 40 HOr tet` to >. o tib co -Identico! r' 0 n t oU o , N off' 6 a v ! titi%y� 6 Street markers er per San Bernardino County Standnrd 1 = 4 Vert U� { ' S RENA � $06 1��� W Q 1"�' l� No. 303 and 303 A shall be constructed at each U / N 0 i See heet 3 'h°� intersection. i Aja tib L a __._ _.. -. ,��,I9' .� 4 7 The responsibility of adjusting man-bole covrrr ^wing I 0pp °� d 6 7 S IO � p U O ; a a m a / repairs, and pevina replacer^nt in connection with �� e Y Q'� �c �• R� �a t. sewer lines inr.tallation (if any) will be the respons- 33. 33. a, cV 0 W a-- 0 60.00` i x= u� °3 t� h� ibilty of the owner and shrill be accomplished in mdd 6, a� 30.00' 30.00` c� - compliance with Ordinance No. 815, IU �� E v � W __ I m M ON I 18.00 8.0 t M / _07 J _ r U'N o o - v c}i� ' Exist rock orbs �-- Cn Z v �� 8. When curb depressions are provided for driveways, L- \ - complete driveway construction will be required O _� Place 2 Gvrde Marlrers n accordance with County Road Standard ]7rawla,g _ -�_, - _ _ _ No x128 andrelatedspecifications, l edge of povenent per std. 309 O _"' See detoi Sfie t2 ` : edge of prwemer�! C.S. M _ ; , y w_1, Pave per sol! re ort`(see X sect. pp pp ® Const Drivcwa P ;� tQ P Const Driveway '� t$._ -- - - 9. A permit will be required from an a 00 _-. __ - �._ _ __ - �Ggi lr{, �t YY- 1? q y adjacent _ s - - - _4_ver1Q tp -� G. "� y.. _ __-� -- _.. _.� property owner if encroachment or construction g � _ o ROAD is made on said adjacent property. M N i 6��sfee/ „ //ne HILLSIDE See Tract 7176 Sheet 2 N 8937 ' 35" E „ N M co pro crt 8 steel W&er 11be�� W W N ro H'_ - - -_ -- - _ - - -_ _ 10. All • gas and water mains and laterals shall 1 be constructed to each individual lot prior �' I �� — - -- -- - — — --- — — — — I = I / �- -- - - -- -- - - ------- - - --- --- - ---- ---- ------------- -_._- -------- - ----------- -- -- -------- ---- to paving. u7 N N i Ii I I I , �r y -yOD Q �I I 1 ! r��� / �! !� H _9l / 59J r9s + .: 1 Cn I 1 tr rn _. 0CnJ o cn c 0 ; — mama o. mom D - - - - - - -- 12 Adequate stakes shall be set by the Tract Engineer to en- i? t able the contractor to construct the work to the grades W shown on the plans. Sub-grade stakes, driven to the pravem"t - - - -- - - - -- sub-grade (blue tope) elevation, shall be set by the contractor Z or the 1 ginecr. The stakes shrll be set at all hinge, edge 66 W of prvcrrnt and crown points within 0.01 foot of sub-grvde and W _ _ _ __ at not more than 50 foot interve.ls. Additional stakes wry N be accessary at warped or vertical curve areas. Sub-grade 44 I Sheet 2 stakes sbsll be in place prior to paving in order to permit W - _ __ - _ - - spot checking of the sub-grade by Inspection personnel. o: 22 22 11` a a 13 When Asphalt Concrete is placed on native soil which consists of a rock ma.teriAl, the sub- NOTE. grade shall be prepared by rerovjng all rocks j ' NOTE. //.O //.O c # j South curb const.0.i5' 2% - l which protrude above the subgrad.e and all voids I above grades shown on �, ,, ; shall be filled with a fine graded material of j Trac 76 Level line Leve/ line , , . _ _ ---JJJ HILLSIDE ROAD a quality better than the native material. 4 e '• 3 Wries Overlay 0.36 8'CF r This sheet r-_ 0,60+ ; +o to —'+ See !Tract 7176 0.29— _-_ d z VICINITY MAP L _ see 0.67 -- --- - • . _J i 8"C F profs L '�• 0.50 'o I - _ _ o.Z0A.C. or Const sidewalk native per std no 109 Prepared in office of: J-RICHARD NEWTON INC. Exist improvements 0 626 WestI Street �,-4J �. � 5/30/74 Ontario Calif. .9.17 62 Const C&G per Robert A Bebensee RCE 22877 Date std no 115 Ph 71 '4 986 8707 J , -..-�- --<,,..w-•'+`:..-��. .^.-�, :ri-.., � � t TYPICAL SECTION �; of� „ added fr. s��:onL . zQr�c� nad ovf , s _ Added Z G�;de �orke,S �� 4(to/7 .F� . � _ TRACT 7709 HILL SIDE ROAD . s �. A . �QQ,� i Scale 1"=4` hor 1.. II _.� � Z�28(�S CA t ter t �.. �Y _��_ CU MONG DISTRICT No scale vert. A' G^'a.l P OF itJWG•_ND• IQC? s T LAN AND PROFILE HILLSIDE 2200. _ 2200 01O � 0 N 200vc 100' VC f t curb + N P.I. VC 87. 49 �� des _ M- I.-46 PI 20.00. 49 c� v gist 30 joP N = Bench mock. > 0 0 CJ o M o o v + Bench A 256 Elev.1948.210 O g a a °f° ca t~ ❑ N end Cb.rt. N.W corner � � O � N O + a 5 CjO p - _. __ U) °° N ti + U + U t- __ �. O - .- Hillside Road & Comelian Ave. v � O Z' 0 + V - 220 LD 0 - 0 I E 2000 a � e� N N ~ �� o Q Q Q ►� o� h °' O rn j N p to O N U - H - O O Cy am {- OD o OD 0 + - �j0 > m + + - ~ 6 160, V C L _ V C r` c Co � PIVC 1999.99 �. o 0 osT � o � O \ � Gp + CO U j N + 0 cD V 0 � / / M M O W OO1O + C See sheetI _ ---- -° > vi n ai 0 0 in n N 55 so LL W 51 + 0.70 % 200' VCE °° m °' O °' + M p O + U + C M U. p o N U. 1980 Q P I vc 86. 99 ILL 2200 o M= ;1.2 5 ' ac " rn oo m M to m + urb W M IN O + N V EQS; O 1n0':. 1A 10 t: 0 Cd N d0 to l(D Q�..� Xop O + N U) J N CID p � + 0 0 + LL - k 6 50°�° 100' VC .tJ In �� N _ ,�, U. p U. `` 1 P 1 2000.05 > O o o E X t 3 C0 010 W { J _ , t M N O W X01 - rr• > 0 re)0 r O N O + V Jf + V \ .' SI + 1. 49% 4° W in m O m + v `� t- o ., + V N U F- 19,80 6f%VC = 86.99 N ►- M = 0.93 M N. N 0 to O M O +o U N cG U) rn N F- 0 OD � ti 10 OD � U - F- Ol° U a) .10 (p 0 m N U + F- 1 ~ to ti m O U + �- 6 N OD U +_ H a, U p �- / W H `-� / ! tt 1 QOj Scale Hor 1 = 40 -� See sheet I � _ --- `", f 4. 13� 1. +3 00°/° Vert I = 8 a 4 1980 °° t �' co OD W a . 08 � ~ tea $ I 2 3 4 5 6 > 7 8 10 W o VIA SERENA (V a a a 0 30 30 CL V Q v 4, q ��- m O� _ -}-- x{53 8�_ TC 87.57 TC 85.89 14` 0+ 53 BC_ j I 8't F 8"C F . �, v r I .� I 18' 18` ti I r i/ H o $ Curb 'Return Data: y N P `� ,e '+ `J a `J 2 ewa Q r I R Street marker �'R 0_90 00'00" f N ( Construct 4 concrete sidewalk per I Construct curb and gutter per 1n - I driv y oI V Std 303 R=20.00 1 Count Standard No. 109 Count Standard No. 11S ' �' Q 0 I Sta 0+42 EC TC 87.31 TC 85.43 Sto 01 42 ECR o r v 1 Y i /07 _ 117.34 �1 v .N T=20.00 TC87. 57 -_r- t � /4• /07 /07 O R: 86.64 - - 1j I ° L•=31.42' of rn R84.76 1 W 0 U v /E 86.90 6F!85 N « • v v v r i 92. 45 Z V) i � 1 h / I Q _ °o O• a amp Std 110 / Ram d M N II I - ' d 'l: o 0 1 OD I v ` \ TC 87.23 TC 85.14 P 1 I o �°' _ 41. � _ _ _\jCIA _ N o0 22 25 w_ SERENA - - ti - �, CF 8 c.F - b �,°�� O e ,�GOo��� o OD �,�' I �' 4' Sidewalk Std 10 -I09A STA 4 80.25 I W a �.�. _ �. L rn 0 1/2 lip 1/2 ip I 184.19 _ / I HiIIside Road `0 E N °2225"W c c I r TC87.58 IL 8666 TC.84.59 I I I -tom Q o M 6 g"C F I I rn U 1 ::R Cross gutt r Std 119 6 R , I �.) I ° 2. 4 5 /4' 107 1 O i /07 0 /173 4 - - - I ► W 0� o I Construct 4 concrete sidewalk per I CtfrlSlruCt curb and gutter per 1 ``? OrO �1 2 driveway -� 61 Strai ht rode �-- I j Z l 02./8 I I I County Standard No. 109 i County Standard No. 115 i It �, .tib I O i 9 9 Q, (n ;.,% U -, V CaG Std 115 °�'S titK 0 � N J Clurb Fjeturn Data FC85.89 a ,J ,e `r' �' 1D �'� • �` ( ( � = 22 0 90°00 oo lir 85 22 , » � � I c ,��� N �� ��' �a a 1ti 00 R =2Q U • (N v _ Q,, Qr Q� .ry• -+ , T-20.00' W NOTE Driveways to be ipstolled i� -� Cr V 'r' 33 L =31.42' of owners locations. o M N m Q� cin W See detail at-right. �o o rn CUR VE DATA > (D Edge of existing paving CURVE ANGLE RAD/US TANGENT LENGTH _ o` '� I 0 9° 1 9' 40" 582.00' 47.48' 94.75' 2 N 89' 37' 35"E STA 000 EMERALD AVE. 0 90 19'40" 600.00' 48.95' 97.68' �! Q 9° 1940 618.00 50.42' 100.61' HILLSIDE m ROAD e 90 0 7' 3d' 618.00' 49.32' 98.42' 9° 07'30" 600.00' 47. 88' 95.56' Detoi I of intersects n 65 9007' 3U' 582.00' 46.44 � 92.69 N Scale I"= 10� N End of P4viny Detail See TR 7 176 sheet 2. W. R E. Exist Curb 13 Guttp- 60100' �- 30.00' 30.00' 1200' 18.00' 18.00' 12.00' 12.5' 5.5` 5.5' 12.5' I 1 4.00' ; t ; 4 � _ � _ 1.5 Level Iinel 0.44 1.50 slope //4" 8"C.F -0.33 ( -50 I 0,6 6 PREPARED IN THE OFFICE OF: J RICHARD NEWTON per foot 1�� 8 CF slope Y4•`p+erf6ot 626 WEST I STREET 7 o 7 „ �� 7 PH. (714ARIO 986-8707 CALIFORNIA 91762 RC.E. 22877 DATE Cons#uct conn-fe s/dewoht per Construct concrete 2 /° 3% ,� '' P COUNTY OF SAN BERNARDINO sidewo/k per Coy�rrty � CoLnty S/ondord Na 109 FIELD BOOK REF. W.0. N0. 0.2o A.�.on Sta�dord Ab. 109 r)a t%�-e® Consf uct curb and gutter per ROAD DEPARTMENT TRA C r 7709 Construct curb and 9uti>°r County S7andord No. 1/5 CUCAMONGA D/S TRIC T ROAD NO. per County Stondard No. 1/5 DESIGNED BY DRAWN BY CHECKED BY APPROVED BY R.A.B. R.A.B. A. G PLAN AND PROFILE OF TYPICAL SEC7'10N - . VIA S E R E NA © ded erow.l �/ e 3 7 c SuBMtTTED BY C.D.E.`l��'l 6•"o• V /�'• S YC T <S / n �" y �_' RECOMMENDED/APPROVED BY ASST. COUNTY ENG . - ROADS DATE Sto. 2400- 7+00". VIA SE RENA nl Moved endo{ v,q at trod bovndor l�C 4 IS 1S MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE COUNTY ENGINEER DATE SHEET 2 of 2 i