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HomeMy WebLinkAbout495 GENERAL NOTES 1. All work shall be done in accordance with these plans and the 1966 Standard Specifications of the -,_ County of San Bernardino 2. Chiseled square in steps of church, N.W. corner Church Street and Archibald Avenue (Tr. 7669 - Road Dept. Datum) Elevation 1280.55, = BENCH MARK I I 3. Street markers per San Bernardino-County Standard No. 303 a 303A shall be constructed at each I intersection. / I 4. All pipe lines or substructures of any kind and telephone or power poles, water meters, valves, _ Its hydrants, etc. shown or not shown on these plans within the limits of this subdivision or in adjacent P I areas where improvement-work is to be done shall be removed or relocated as required at no cost to ro 40 39 38 37 36 35 34 33 32 31 30 29 28 the San Bernardino County Road Department. C I 5. Compaction tests of embankment construction, trench backfill and all subgrades shall be performed at Install Fire Hyd. Assembly 27 1 �I1 4 1 InstallFire Hyd. A sembly -� no cost to San Bernardino County, and a written report shall be submitted to the Contracts Administra- S E E S H E E T N_ 0 . 5 Sg79. tion Division of the County Road Department for approval prior to placement of base materials and/or 21 72,6Z' 68.50' 68.50' 68,50' 68.50' 68.30' 68,50' 68.50' 68.50' 68.50' 70.08' surfacing. • "' N- 6. The responsibility of adjusting manhole covers, paving repair and paving replacement in connection with subdivision sewer line installations will be the responsibility of the owner, and shall be 4 2 - accomplished in compliance with Ordinance No. 815, Sections 203, 209 and 210. I �► -�- LA Y T O N Install 6" Wa er Main -�- STREET --t- 26 m ° 7. When curb depressions are provided for driveways, cormlete driveway construction will be required p1 y 9 54,03' 74.Gt�' 7¢00' 74.ao' 74,GY�` 74.00 74.00' 7¢.40' 744th' 74.Gt� 53.97' 3� `! in accordance with County Road Department Standard Drawing No. 128 and related specifications.. I g 3 �3y n _ -C rn 1 D y 8. Any contractor performing work on this project shall familiarize himself with the site and shall be 1 N solely responsible for any damage to existing facilities resulting directly or indirectly from his x � ��" zr �Z' .. '� 4 3 � � �, � v N v m operations, whether or not such facilities are shown on these plans, 67 66 65 64 63 62 61 60 59 58 57 25 9. Shading on street plans indicates A.C. Pavement to be instaIIed. OD M Q ►r ti n, _ f-+ y 7z i8' 78' 7Z m Ma- v 3O 10. A permit will be required from the San Bernardino County 'Road Department prior to any encroachment O .e' B' /e' 1r or construction within the San Bernardino County easements or rights-of-way. SUE � a � ,z i � . PU 44tiW y !z' � el8 6) co 11. When the roadbed has been graded to the approximate elevation and cross section, all -rocks and Iumps 1 r+ °)I a 1 24 of earth over 2 1/2 inches in size and other unsuitable materials shall be removed from the upper 6 �I V' v H I' 2 5 � o g rt = inches of the roadbed and disposed of. In Lieu of the above requirement, the Contractor may furnish " o m w• 46 47 48 49 50 51 52 53 54 55 56 w '� as an alternate 2 1/2 inches of Class 2AB as a cover upon which to prepare the subgrade. a w0 45 �- � rn �•6. Instal 6" Gate Valve Install Fire Hyd. Ass Iy Ins II Fire Hyd. selitbIy a, 12. At the completion of paving a Material Report shall be submitted to the Contracts Engineer of the San Bernardino County Road Department listing all tests or determinations completed to verify; ' E E S H E E T N 0. 4 53-97' 74tM' 706V' 74,6V' 74.00' 7¢00' 74,M 7¢.00' 74,&V' 74,X' 54,03' �� g ~ 23 stability, oil content and screen analysis of Asphalt Surfacing. Install " Gate U. Road Department approval does not include water system and estimate of quantities. -- AMETHYST Install 6' Water Main -�- STREET - 1 .4 Ql 2 2 II N N 7 •30' 74.40' 74,00' 74,00' 74,00' 74,00' 74,60, 74,00' 74,00' 7A,00' 74.40' 74 G6V' 53.97' 8� (n � Q 4} I � • o rn M 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 m I m - o � � � A 21 _ i . � Join Exist. Water Main Exist. Water Main � I I WATER SYSTEM NOTES INDEX MAP I F ' LINE I. The entire water system shall conform to the Specifications and J A T E R SYSTEM _J /BASE L - ` - 6 requirements of the Cucamonga County Water District. " _ 0 1 . Clearing and Site Preparation Lump Sum L.S. Includes Misc. Removals 2. All water mains shall be installed with 30" min. cover and shall -be flushed and disinfected per A,.W.W.A. Standards, prior to use. This certifies that in February 1971, I prepared the plans of domestic , 2. Excavation and Grading - 16,220 C.Y. Includes Lot Grading water system for Tract No. 8295 and they meet the requirements of the z z ! 3. 0.20' Thick A.C. Pavement 96,640 S.F. 3. The static water pressure is 55 p.s.i. .to. 65 p.s.i. . California Section of the American Water Works Association Standards and the W I I W PCC. Curb and Gutter 5,550 L.F. San Bernardino County Standards for minimum requirements for safe practice a I ( I a 5. P.C.C. Curb Only � 63 L.F. y 4. Legend: in the production and distribution of water for domestic use. 6. j TP.r;. Sidewalk _ 2 ,700 '# - -- 7._ P.C.C. Driveway ,aprons __ -__ N -- 10,210. _ S.F Indicates 6" (12 Ga. ) steel, cement lines, 40 felt The distribution system and transmission main at the point of supply to this Q. � 8..__ P.C.C. Cross-Gutter and Spandrel _- 495 S.F. wrapped pipe. Tract are adequate to supply water to all sections of the Tract, in accordance - _ - Clearance Markers 3 EA. with Section S 21 of the above noted standards. -- Indicates existing water main. 10._ _ Standard Barricade 20 L.F. - -- 11 . Street Name Signs x^ - 5 EA. ��s�`� EA... -R Indicates gate valve and valve box assembly. 2-1? 7r 12.____ ,' Adjust Man Holes to Grade _ _ _. _ $ _ e. Indicates fire hydrant assembly• Registered Civil Engineer No. 7344 Date BALSA _.- �-- Indicates I" water service connection to be installed. 0 -- Indicates 2" blowoff assembly. This certifies that these plans and specifications have been reviewed by and CUCAMONGA are hereby approved by the Cucamonga County Water District and this company is CENTRAL 5. Fire hydrant installations shall conform to standard drawings 310 willing and able to supply water to every lot in this Tract in accordance with JUNIOR and 311 of the Road Dept: Std., Specifications, the Pure Water Laws of the State of California. HIGH - °' - - - - --- &.A a �...� $ - 2-1 = SCHOOL Q Signe Title Date 14 Z N _J m CONSTRUCTION BENCH MARK Fire Protection System Approved 4-2-7/ Top of P.C.C. Curb at Fence Corner at the a S.E. Corner of Cucamonga Central Jr. High CHURCH STREET School property. Chief, Cucamonga Fire District Elevation: 1287. 16' a. f I Is 7i, Ill _ 6" Water Main _ _._._. _ z�ss l,F, _- VICINITY MAP Gate Valves _,. 3._. . _- _. ..., i _ 4 EA..- scale 1" = 500' Service Connections - . _..._ r. l . ._ _ 67 _ EA. _-_ l ._._.� ------- 6 -_-.-. - 3 6"_ Fire Hydrant Assemblies .__ � $ �. EA. ,a U Chon ed P� vernent fh,�kness A•6, 8 3l-7! ' 9 - - - 1' N 0. 8295TRAC NT - . _ . . i d91761 __- -.._ �.. ._ -.________�., µ__ .______ _ __ , __._ _ ___ . _. I _9"(,_ 56'.6 _ - �._ GENERAL NOTES , QUANTITIES , - -- INDEX MAP & WATER SYSTEM N 495 - - -- --- - - - - - wG o. }, k 2 r t- ;Ak!*v, Eros i: -� � � � �. .� .�1,� .Y � Y - �� - -�- CUCAMONGA DISTRICT _ i 5 70-97 „ -.._ 1111_---- �T . 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D = _._ _ _ ,._._. 1 .1.11_. ..,._. ._., 1111.._ 1111..- - _-. ...- .._- - __.ti_, - ... .___...._. ,---... Z -zi O , Cy ,� . _... ... . ...... ..... ... .. .. ,_ _ _ - __ ._.,. ---- - 11.1.. 1. , ,_.__._.-.-. .....r.. _n-... .1 _, ..... _._ �._. , -.1111._ F . . 11.1. 1 ._ _. _., --_ .-- -,. .. - -- _�-._,_- cn .,_ _ . ., _ 1111. _ , I -- rn �z _ 111.1_ - .__ -- ._ _ - _--- .1..__ .._._ --:--_ 1111_. -- - ._. .. . . I__- , 1111.- -. r-I..... .._..1111 ---_. .h. -,-_, .--,� _ ._._____:---_,_..- .-..w.,_...—. 111.1 -.. n, ._....�_. _ ,._ ___ -.. _._ _ _,,..._. _.___....1111._ _ 1111. ___ _�.._ _.......__ 1111 1111_ 1111.__ 1111_. _._.�...... _ 1111 a - _ - _ _. _ _.,. . .... -----'--Lµ_. __ .., N � � - o - ---_ „__ _ -_-. .-_ . -- .-. - -__ ,. ,,.. , , 1. --I ... 1111_._ .., 1111 ,_ 1111__ _ .,. 1111 .. _ : m '- 0 4 � z ----'- ...- 11.11_._ _»,.,...... ._..._� -- ._. 1111..-_...___-._.,.._.__,_. ._._---- .__.._ _ .-__ 1..111_.. -1111. 0 z z -,- __._.,.., __ ...,._..._.. .. . ,_..__._._ . 1111. , 1111 .. `_.. .. ...,..... 1111 .. a . . . _. ..._,..,.._ ,I......_.- -...._ »._.:._,__-.__...,.... ,._.L.,.., -.1- -.---..-.-41--- 1111.-_.....,.,t_- _. .....,_,,.,._,1111_»....._.,...y.-._.-11.- ....._,.,,. -..,- ..._-.-..._.....,-........_.,_._.-..---1111-1111.,1111.._ 1111.1111-111.1...1111-_ ' Q • : _..-.,.-111 1 _._....._.._._,._•_-_... ........__.-.l-.»_-- _...-._... ._-I....- _..,..._,.-._. ... ­.-. _•___.. ..-11 11... ............ ..-.--...._. ..._._.__._.._•... .1.._..., -.. -•w ...._:_....,.......1111_..,..._-...,_.__...__... 1111 1111 :............ 1111».1111. a. JI �.r' -1,11.11.-111-1. .- . . ._ ..-.- ,. ., .. ..-..- - -.,-_..-_, __ , ....111.1 _ __...__ ..__.,.--._-., .- _.-._.... C L" 1111 _. _ 1111., .,a-.........1111,_._. ,.__..._..., .,_ __, , 1111 1111 1111.. ._..._...._. 1111. _._- .1111 J d D , m"r iy,,mve rren-v t i. m r,?'v Q.•,1ut.,r v•rr iwi;!vo cro.P bf;"--J;• 115 n?Y ov IWb!!K'V! lm"H,s CrGfH -V _ 1330 -. 3/-39 1 U d G A id 1 d 4 f 6.)(1,5777A/6SUPFACE N N N AT X/ 14 11- W L//VE Ufjk y=moo W� �p tjtj V tri G�eAOE �3/D 4? 3 ZO 56.55' CEAT W. A-1W L/NE lif'l. 2/.58 RErziPN l/Pl 89.z5 V � � 0 p A A n4 O 4 4 7 4 N GQA N� p Doo ti - � 0 W T01` / CURB I� 0 O� N � ti 4 . 0 v!X/57-/NG SURFACE AT 4 t� N N G�PAOE v'-0-/07- 0 \ �p0 \ � CE A T U a F/N SUP�A it 0 v GiP<1'DE 50 7. } m 7Z7P of WCUiPB �,� p 1320 1290 . - v }: 0 p� F/NISh'EO SUiPFACE AT it U 7-A". G1 OE 4. 26% EX/ST. SUr'Fi4 CE A T 3t V d A - 0 7. l9 GPAOE t /D% v 4 4 4 N Q 6B' vC. � � V Ilk m 19N N N Pj J .� EX/5T/NG SUPF.4CE _ O � fSU.EFACE,4T � � V � O 0 � AT E. ,e/!iV L/NE �� p ONN � �� : � �p li _ � 0� 1290 o � NasN, ^ �� p W o � N 0 �i EX/ST• SC4P�ACE AT E. RIW UNE .. N V W �� Q <E eT-U,P/J V.P.1. 89.2 N T 4 4 4 GPAOE f.3.JO ?; RtO F [ LF 1 O d• �Ip HORIZ I = 40 ti • o N SCALES N o VERT I = 4' - 1290 - r� o k 0 2 3 4 5 6 9 10 k SE SHEET 0. 4 v o� 8 11 SEE SHEET NO. 4 so' 30 TAN. G-.?AOE t 4.47 ! 30 , 30 PLAN 0.4 07.0 /2• /B• /8 /2 11 t - SCALE 1 = 40 �� _ Curb Return Hate � � �' 4c . R-- 20.0J' 45 I �4' 1 I I I 24 I �I� G- 92°01?'_I 1" 5 , o. � r-I o..s i I Return Data ;� - w I r - �, , 46 47 48 49 5Q 51 5 w R- 20.00 R= 20.00' L�= 69°51 '36" ( ,- 0 cr, I 52 3 54 55 t 56 J _ Curb Re.. n Data 4C • I( ► I I U-1 I ,p L-- 32. 16' 0 L= 31 .37' T= 19 95' I o, �`- �C Curb Return Data _ _ Uj Cy- `''� :: . _ a ss I I `� I I I UI\9 P 2(%; 0Q' T= 20 03' R_ 20.00' L 8' °55' 19" �,. 1. .. -- --,- -- mIU h� a W m t= 5:)°0 ;'41'' L- -31 .39' T= t 97' �� I� iz� cr II C/) F� 20,E>' ^' I I 9g I I r ,:� � 22 V) I 23 III) L= ,' 1 .44 Const. P.C.0 Sidpiialk per Std. Np 109 f 109a l '74. Q � I II I �• 0�� g DE m 53 97 740 74.00 00 - - 74.00 74 00. -. 74.00 - - - ----74.00 -- -- 74.00` --- -- -- 74.00 ----- -54.03' = ------ - - - ----- ---- ----- - - -- - -- - --_.__- � II I 0 0g y° FI M c3 I � , n - O ti A�,tC V� r - Co. s: ,0.20 7hzc1 A.C.4CP�,r� l,e:,f AVu''�[ �h Vx^ II F+.CIC 1 I I v T o , rr 1 91 - .4 --- .5 N G �'i�- 3.73 4p 4� 2 Const. P.C.C. Curb F Gutt r per Std. No, 115 �9 Z II � 0 z2 \y I f� ( V / 74 i 74.00' 74- b0 74.00' 7400' 7400' 74 OLD 7400 7400 7400 74.00 i 740C 53.97 2 II Uj It � , N II ti ad �d;ust Mf.H. to Gra e st M.N. to ur<lP -� I II W O fu M.H. to Grade 4 Curb R tura Data 10 4 �crrb Return Data _ _ 5' R= 20.00,1 �` Const. P. C. Sicin:'•�alk per Std. o. 109 f 109a R= 20.00' - �°04'41" 4 I Q h �� 4 L= 30.67' G= 87"51149' x U 22• / •� L= 31 .44' = 20.,1 ' � _ , T= 19.97 6 7 8 �' 10 11 12 13 14 15 16 17 18 19 20 5' 4' 4. I II�► �I 21 /z' /8' /e' e, SEE ET NO. 2 Curve Data Curve Qat; A= 13056123" G= 130x;>' 30• 5 0• W. Curb: R= 418.001 L= 101.70' W.Curb: R= 3 s?.��1' L= 92.94' ccE SH t ; NO.4 L d(Y:.00' , L= 97.32', T= 49.919' F.= 4-1100)1 ,. L= 97.321, T= 48.90' E. Curb: k= 38?.00' L= 92.94' E. Curb: h= 4!6.OJ' L= 101.70' 301 30' 12' 18' lei 1 0.5' , , f , 5' /o a 0.35 0.17 0.415 6•'C.F ®' .F' Coast. P.C.C. SidewaI� 6 per Std. No. 109 i \-`tonst.o-zO Thick R.C. Pavement �'' Ccnst. P,C.C. rid, ,-alk .Const. P.C.C. Curb 8 Gutter per Std. No. 115 -�- per Std. ho. 1L ; t 109a ThPTC-AL SHTION -� AMIFTHYST S7F k' rI scales: Horiz. 1" = 10' Vert. 1" = 4' ASSOCIATED ENGINEERS FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. 0. NO. 316 EAST „E" STREET Q-- �hQ� ed PQVe>>7enf7 ��kne55 -- A.G•- 8-3�-?� ROAD DEPARTMENT TRACT N0. 8295 ROAD NO. ONTARIO, CALI F. , 91761 - Designed By APPROVED BY 714-986- 818 °w" By AMETHYST STREET FILE NO. Checked By o� .H ASS1 ROAD COMMISSIONER ENGR. DAIE Recommended Byv►C-. RCIE 734 DATE [P'4ARKI REVISIONS JAPPR DATE __ ,r� 4/ �, COUNTY ENGINEER - CUCAMONGA DISTRICT SHEET -3_ of _5 _ 70 97 1 A G A4 4 4 4 4 W(\J 61 EX15T. SU�PFACE AT N R�LV L/NE N1 V p 1300 4�� ®r+'J � 1300 1330 �"� 1330 o � m SUh'FACE AT N. 1P/W G/M-- O N �2.00"vc. h n TOP OF EX/ST N. C-UiPB k ►• 4 TOP OF/V CURB — 1300 �r EXIST. 5U/PFACEAT > �� o 40 1300 1330 <5JeADE -100% 1320 N F/N/.5NE0 SUrP�ACE A 7- .—,t GRAdE TAN. % 1/P.I, 9 .72 PETUrP N EXI5T. .5U�PFACEAT 1if GRADE -O.6 O °70 4 4 4 P o W F/N/SHED SUiPFA CE AT J GPA DE -/.00'7o — 1300 �h � o � `� ° � 1300 1330 - — �� � � p� o�, o� p Wm 1320 TDP OFS. CURB V N V y'� G1PADE -0.601-7, ti o N ; •W . ti EXIST/NG SU.P�ACEA7-.s. R/W Z-WEnj NO W W EX/ST SU�PFACE TAN. -2.34% N >N AT 5- R1 G/NE \> l9 0 N /� G�PAOE -0.67,0-7., SCAL- S VER 1" - 4 TbfOFS. CURB — GPAOE /00'To 1320 PL A j � Construct 34 L.F. of Barricade per Std's 305 e SCALE I'= � 305a if all improvements for Tract 7245 have Curb Curve Data not �.�een completed. SE`F S14tET NO. 5 SFE SHEET �10. 3 R-- 62.00' A= 2,3033'23" �o ao' moo. �• L= 2549' T= 12.93' Rer7o!.•e Existing Barricade -- If all improve- X21 i8• i8' �2• i2• /8' i8' /2' ments for Tract 7245 have been completed. Curb Return Mata cbib ate_turn_Dat� ,¢' 4 ZE � Z5 Z4 23 Z2 21 o.5 I II I� 0.5' R= 20 00' d= 89°c,1i 19'1 R= 20.OG' ego°a� { " 5 II I �f o.s 11 m L= 31 .39' T= 19.5`/' L= 31 .44' T= 20.05' 'j WI O II �� �� 7 QI cY I I I m Cont. �'.C. . Sid&wa4 per Std. No. 109 • I f..._ w � l) III F... I n lO �I _ cx I� I mI cn I I 27 �'I Const_ Oto Thick A C.Pavem nt I� -Const. P.C.C. Sideisalk to I I II 4' II �/ per Std. o. 109$ 10,9a I I I I a I so.4� Q� a lin to o / / '/ _�� � �X13 - / � � 56' 37.56 68.60' 68.�'O• 68.60' 68.60• \ ��.�7 Const. P.C.C. Crossgc?ttr A�'/ / r — m.. -- 0 h \ o.o �. 6 / 2 Cons P.r. ( ( \ \ -' - -- F ! per Std.. No. l!9 z� ��'3y 6A{.-SA Co, C. Curb 8 Gutter per Sid. Afc, !15 STS rT �G o I r`F�z s - N 89°54'39" W , _ Existing - .o YEW STREET �� h2.. o o° ( ( / �6 ���� ti92 1 �9, 1 �� n;�:i c►events � 1 `1 t- m OJ (o r� / (D V 0 . Q 2 22 ZZ� r? ti y \ 0°0�,�"?13 I p9°54 r 7911 W 2 9y I I I 2t7 O I �2--- m ------ '—61 — Lr // / - ro Const, P.�.,,. Curb B Gutter. of°�y. F od" III � . :: � � ------- Za yti er Std--No. I _ �' 19' I 79.97' 80.03 �i Z\ — N 930 — -- -- - II �� - �, g�° I V ( ° Cans 1 . P:C. . Sidewalk per t1i � 9 V Gonst, P.C.C. Sidewalk r Std. Stdf 109a Ci z�. Ili No. 109 f 109 w 4 0 \ z I R ( ' I Zv Curb ,JRetur .. ate Curb Return_Data m I I w 4) �� Ccr;�t.o.�oThr k A��. Pavement � ( II I I 1 1` _ �1 -- r - � – q0Adjust M.H. to Grade � �. ( I R= 20 00' A= 9 -00414111 R- ?".DO I I I I I I I 0 I I I ! ! O tf �I � Coast PX.C. Sade alk per Std. - Ul 31 .44 = ?C 3 - o I C/) - p I L T -. .0. �- X39 55 l., \ N No. !09 € 109a `� II I I I Cl -1 w � _ f +' >- Iii I I0 Curb urn Bata Q1 I I I l o I L- 31 .39 G I u w n II 20 R- 20 9"".1- 1 41 ti I I I II II I L S o.`' �i F- I� o.5 9 4' `' (% I 4' L= 31 . T= 20 11 ' 4 I I t t/1 '1 4' Q -5 IIS '1 I II 57 -56 42 43i 115 ti I II I �2 �a �a 2' �8 /z I� 30' 30' 1 r iI Curb Cutve Vata _urb Return► rata = so' 30' !2' 1$ ' 18' 12' R 62.0?' A= 2303323" R= 20.X' L= ? °l r' '�36" SEE SHET T 1ti0 3 L= 25.49' T= 12.93' L= 31 37' T= 11. 95' SEE SWEET NO 5 0. 5' 4' 7.5' 6' 1 2' l2' ' ' R� 301 !o a /FLr Le✓e/ O.J5 /7_L%/7 1 181 ! 1 121 6 Cf BCF i 0.5' ' 7.5' 6' 12' 12' 6' 4' 0.5' Coast. P.C.C. Sid6 alk '' Const ,aedThick A.C.. Pavement Coast, P.C..C. per Std. No. 109f109a Const. P.C.C. Curb & Gutter per Std. No. 115 Sic'ewalk per Std. No 109 e APICAL SECTION - BALSA_ _STREET 109a 6 BCF. O.GS' 096• 0.a Jr fba Const, P.CX. Sidewalk O � h n � __ 10' _ per Std. No. 109 f109a Const. P.C.C. Sidewalk scales Horiz 1' Const.o ao' Thick A:C. Pave., t ver Std. No. 109 f 109a ASSOCIATED ENGINE FSS F IE:LD BOOK RE `. COUN�► Y OF SAN BERNARDINO IMPROVE Mid_N_I PL_ AN S W. 0 N"I. I Const. P.C.C. Curb 6 cutter per, :eta. No, 115 r. r1 0 , c ROAD DEPARTMENT 3 16 EAST E STREET chQ� e Povemenf Th/ckne.� R.G. 9-3�-7 TRACT NO. 8295 ROAD NO, TYPICAL SECT_T0 - YEW STREET _ ONTARIO, CALIF, 917e I � oe5,4rEa gy - � YEW STREET —__�__ _ 71 9B6 58 18 _ _ __.._ ___----.— __ p y __—_ _-_-- �� Scale;: 1•iG"l.z. !" = 10' - - _ Drown FILE NO 8► BALSA STREET Ver L- I'1 — 4' Checked By A- ;;.'►,J�',--'�:._ ;. -• -.!�Gr.. UATE ... b /A�14 MARKI RFVISIONS - APPR I DATE _ \ cad � �I �I.- -- auNTY ENGINEER — -D-A7Tr C U CA M O.N G A DISTRICT sFirf 7 4 of _ 5 RCE. 734e _ DA?E 7o `3 7 i 5.49' /88.88'ON GURB CURB X330 e�3 }/PI 3 Z 5.E 3d/$ a/s e/s' o p 0� m o N ON CCNAi U EXIST SZ//05ACE AT W /NE EX/ST SU.PFACEAT 1��hY,L/NE 78.GI CAW PRbF/L 1330 /3 9.72' ON CU/4F8 5.49 /Z Z.OB' !V C. m on/ VPI- 96.96 \ TOP 0/=-wCUiPB U 4 4 4 4 Cu,�B � GPAOE f3.GO m TOP OFlV. CUPB � �}• .1 0 •� O GiPA.OE tB 60�c CZ) 0 N � N N U00 b goo%+ 4i r 0 N 0 Ex/sT sU.PF,a CE AT .e r � NIS W j r to EX/ST SU�PFi4 CE A 7- it Q TOfOF CU.PB y O �j ` J F, SPE TL114F/-1/ -1330 G�e,4oE -�o.�o� �i 0 oN 4 a e A Q 1330 4 4 4- o_2o7, , l9 F/N/SED SUPFACE AT fi 0 W b1 -IIV45AY-EO 61-1RAA- C-EA7" it GRA,oE f 3.6;0'7o q e /z2.C&' V c GRA E f 3. �O rtj N li + V IF"I 98.79 8. 'OIV A-00-ILE k7kq EX/ST/NG SURFACE A7-,E RIW L/it/E 4 4 4 4 4 Q v\ EXIST. SU�PFACE AT E. ,PIGV L/NE 0 � i oar N ° Q 13 ,30 v� ,� � �� p � N4 1320 o � 7VI'OFE. CURB /22.08' V C. 7Z�P OF E. CU,eB l9 GR.4OE t3.�O 01P/FOE tB GO IPETU�PN 4 4 o W o $m {J m goo 10 1 PROFILE � �`�'` NOR 1 Z 1;, = 40 `C;Al ' 1330 2 3 4 5 6 7 8 — =�'— Curb Curve Data Curb Curve -Data P L N R= 62 00' A= 23°33123" R= 62.00' A= 23°33123" SCALE 1 40' L= 25.49' T= 12.93' L= 25.49' T= 12 93' 1 Curb Curve Data 40 28 R= 58.00' a- 137002105" 41 G. 39 38 37 36 35 34 33 32 31 30 29 1g L= 138. 72 Q4� UIQ27 1� h Const. P.C.C.CCSidewalk per td. No. 109 � 0I� 0 0 1 O 1 59.79' �urb Curve Data 1 205 52.OG' wB.5o 68.50' 68_50_ 6850' GB-5o' 66.50' 68.50' 68.50 X8.50' 4�•Sz' �O-rte° = 00' D = 637°11'27" - - R 5$ I\J � L= 138.$8' o � h ti o f-�--- Const. o- zo' Thick A.C. Pavement � z° �`�°' 'fig °0 m LAYTON000014011 STREET m ¢- 6 Adjust M.H. to Grade 42 0 �' �V 1 2 3 4 N 5 6 7 8 T X Adjust M.H. to Grade �� �9^� m Const_ P-.C,C Curb and Gutter per Std. No. 11526 mi m Nw6oo ------ N — --- O 74.00 -74.00 74.o0 7400' ?4.00 � . 00 74.00 X4.00 74.00' S3-9 N Adjust M.H. o Grade o Adjust M Ho to Grale I �� Const P.C.C. Sidewalk per Std. No, 109 Curb Curv _Da a —W p \ b hh Im Curb Retum n Data ,�1 `1 ��� I k � R= 32.00' A= 89055119" R= 32.00' A= 00414111 43 0 I �I�} L= 50. 22' T- 3! 96' L= 50.31 ' T= 3 04' t -� 25 3- w �) 67 66 65 64 63 62 61 f0 -59 58 57 I (�� 4' 4' of i Ie_t Curve Data 5 M �11 /W R= 50 00' �= 90°04'41" 4'/e' /a' 11 /0, ff R/W i 30' I Profile 4 Curve Data 12' 18' 18' L= 73 61 ' T= 50.07' R= 50 00' ©= 89°55' 10" L= 78.47' T= 49 93' 0.5' 4` 7.5' 6' 12' 12' 6'. 7 5' 4' SEE SHEET NO 4 /n �rFf_ o.35'LeG� o.i7' Lines_ 35 S/o esFf. eF 8' F SEE SHEET NO 4 O Const. o.zo Thick A,C. lsavewnt Const. P.C.C. Sidewalk Const., P.C.C. Sidewalk per Std. No. 109 per Std.. No. 109 Const P.C.C. Curb & Gutter per Sta No. 115 TYPICAL SECTION - LAYTOv STREET scales: Hor-z, J" = 10' Vert. I" = 4' FIELD BOOK RE. F. COUNTY 01' SAN BE:RNARDINO � W. 0 Na. ASSOCIAT D ENCINEFR �n.... I R IMF'F:QVE. ME N1 LAN 316 EAST "E " STREET O �honged Povemen! Thickness {/�?G- j8-31-7/ D DEPARTMENT P R`�M E T T P ��C T NO. 8295 ONTARIO, Fi.)i�i) ^�o. \JNTMfi10, �r!-tL) 1=t 9176 _. ---- Des!gned Bf _ 714-986- 58 18 --- _-._ __ LAYT 0 N STREET F;LL NO. D c o w n B y -p �j------ •sGLllfcl�1 C� f Ghec+ee By A� vt��.= MGR. DAI l ('� - _ 2-'r! --t ---- — - __- Re=ammended By _-R,y� 73,E - ;�� W RKI REVISIONS AFT DATE __,�.�Pk e i COUNTY ENG1t4EER_ -.---- DTT C UCA M O N G A DISTRICT SHEET _.__5 _ � --5 _. 7c>- �