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HomeMy WebLinkAbout493 i II /nsto// 6-Wo1er Line / S H E E T N 0. 6 � Joii� Exisfii�y 6 Wo%r Lime - GENERAL' NOTES AMETHYST T All work shall be done in accordance with these plans and the 1966 Standard Specifications of the _ County of San Bernardino. 74/3' /2¢94' _ ► 2. Chiseled square on P.C.C. headwall on the North side of Base Line, 80 + East of Amethyst Street. _ 9/,02' 57.05' �S/ 32�3 b Ot Elevation 136 40 Join Existing " Water /LloirJ2 ^�. ^h. 53 66 67 3. Street markers per San Bernardino County Std. No. 303 8 303A shall be constructed at each 0 44 intersection F- h w 43 42 41 h7Ste// 2"B' woof 4. All pipe lines or substructures of any kind and telephone or power poles, water meters, valves, W hydrants, etc., shown or not shown on these plans within the limits of this subdivision or in 3 9 `8 0 b 3$57 3e's�- adjacent areas where improvement work is to be done shall be removed or relocated as required at 45 51 54 65 -�N 68 no cost to the San Bernardino County Road Department. 5. Compaction tests of embankment construction, trench backfill and all subgrades shall be performed 33' 93' v W at no cost to San Bernardino County, and a written report shall be submitted to the Contracts W Administration Division of the County Road Department for approval prior to placement of base 38 W /7'1 m p H materials and / or surfacing. � 8 °� 47 48 49 � N z 6. The responsibility of adjusting manhole covers, paving repair and paving replacement in connection V 46 50 55 64 4 n`0 _ 69 with subdivision sewer line installations will be the responsibility of the owner, and shall be H 0 7/c-in By Disr. w accomplished in compliance with Ordinance No. 815, Sections 203, 209 and 210. o ",c' 90.98' 76.Q�' �6CV' 76.//' �./2' 3�� h z - _- /o' 7• When curb depressions are provided for driveways, complete driveway construction will be required F,h' /r/s/o// F.H. N t0 N 37 z in accordance with County Road Department Standard Drawing No. 128 and related specifications, j \ I LEUCITE. _ SHEET No. 4 AVENI�E- a m m $ 77 7$ Z 8. Any contractor performing work on this project shall familiarize himself with the site and shall p 0 Zl�__sllall 6W /cr Lime o 56 63 o; m 70� � � � � -. be solely responsible for any damage to existing facilities resulting directly or indirectly UJ from his operations, whether or not such facilities are shown on these plans. ~ p irk N X39 e3.46' 64' 80 6¢' 80. oi' 3� w 9. Shading on street plans indicates A.C. Pavement to be installed. 36 o N \ �` y3 �z. ng o a o 10. A permit will be required from the San Bernardino County Road Department prior to any encroachment ` 60' or construction within the San Bernardino County easements or rights - of - way. 0 0 26 25 24 23 22 t�. a 57 62 8 71 76 z 79 k ` O ^ (p V A3 07, O Q `} 42. 11. When the roadbed has been graded to the approximate elevation and cross section, all rocks and lumps 0� 0 W ? h W W of earth over 2 1/2 inches in size and other unsuitable materials shall be removed from the upper 6 h p Z s inches of the roadbed and disposed of. In lieu of the above requirement, the Contractor may furnish v 35 n m C , .J °' F- N as an alternate 2 1.'2 inches of Class 2AB as a cover upon which to prepare the subgrade. h 8 k-o �, g 11 Q S g J � o i�sto// C'/-/ 27 21 58 61 "� - h 72 75 8 `� c ,3 b N ,3, 0 12. At the completion of paving a Material Report shall be submitted to the Contracts Engineer of the 0 o Q San Bernardino County Road Department listing all tests or determinations completed to verify, --J 18 19 /2' /8' /e' / .8 .B o a \ Q �, stability, oil content and screen analysis of Asphalt Surfacing. N 30 30' 25' 25 25•: 25' \ Z 34 m m 28 17 �ns�4 F.f/ o o o �0 13. Minimum "R" Values of subgrades shall be as follows: 20 h 59 60 a 73 74 h a 81 ° �� Baseline Road = 70 56. 0, Palo Alto St. = 51 h a ���' W �,� a w �� „ = All other Streets = 61 6954• 60.02' 3�. ',rQ• 69.98' 922Z' 31' R4' 92./8 92.22 3�' a �¢� 72.20' 29 /nsto// 6"Gofe Vo //7s/o//Fh! /nsyo// 6 Gote Yo/Ye /nsfo//F,f� N /nsfo// 6'(ofe!/o/✓e /nsfo// F, 14. Road Department approval does not include water system and estimate of quantities. 33 ^ /�' 16 m _ KLUSMAN //7.s/c7 6" Wofer L/ e _ AVENUE p SHEET NO. 3 v - 9t3' 33' t N tp ��-_ 68.26" 67.50 67.50 67.50' 67.50' 67,50' 67,50' 67,50' 67.50' 67,50' 67,50' 67.50' 4998' O 30 C O 55 , 32 " -� - - Nod W S. B. c D. E. to . 5A EET 15 14 13 12 11 10 9 8 7 6 5 4 3 2 I 00 m NO. 7 m 31 KLUS_ MAN /nsto// Fy Ir CONSTRUCTION BENCH MARK EAVENUE / s a// 6" k1alei- LineTie-/n By 0/st. r INDEX' MAP Chiseled square on P.C.C. HeadwaII on North side of Base Line, 80 East of Amethyst Street Elevation 1369.39 s o• S. B. C. D. E & - SAT. NO. 6 WATER SYSTEM NOTES WATER SYSTEM IT 60' 1. The entire water system shall conform to the Specifications and This certifies that on /✓s✓�rr,�bc�► 1970, I prepared the plans of domestic requirements of the Cucamonga County Water District. water system for Tract No. 8248 and they meet the requirements of the California Section of the American Water Works Association Standards and the San Bernardino - . 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. County Standards for minimum requirements for safe practice in the production , and distribution of water for domestic use. �` 1 e 3. The static water pressure is /20p.s.i.t o /45 p.s.i .. �. /:_`, I>�' `cC r 3r l C�/ .`:° Y: '-} fi; „ . The distribution system and transmission main at the point of supply to this : -- 4. Legend Tract are adequate to supply water to all sections of the Tract, in accordance '. Lc/ii-i/oSUni Z S Indicates 6" (12 Na ) heel; crit 1in69, 401 felt wrafpped with Section S 21 of the above quoted standards. - ( W �� xcovof�on o�d Gwdir�cJ 23, 760 C Y /nc% b s /o c cern i pipe. Q I Q ? 3. �25' Thick- 14.C. Povcmcnt �¢. O. 00' T/•h.ck �. C. Fbverrnen f 80-3 7/0 S. Indicates existing water main. Registered Civil Engineer No. 7344 Date ( G ---�-- Indicates gate valve and vaIpe box assembly. G•�- Indicates fire hydrant assembly. This certifies that these plans and specifications have been reviewed by, and 0 Indicates I" water service connection to be instaIIed, are hereby approved by the Cucamonga County Water District and this company is _J F P. C.C. Crz�ss Gufter e �poriodre7 0 Indicates 2" blowoff assembly. willingand able to supply water to every lot in this Tract in accordance with 2 a � m 8. 1_ _ P. CC. 5idewv)'k , 4" ,Thick _ _ 3� T73 J�"•.'F 5. Fire hydrant installations shall conform to standard drawings 3►0 the Pure Water sof the State of California. 2 k = P. C.C. Qr/✓ewvy 4'" �"h�ck /z, 500' S.� Sut7jecf Vw�� crony and 311 of the Road Dept. Std. Specifications. - _ �_ o W _-__� /o. C/eo�once Moi-,�ce� /wGo�e} 3 . Signed Ti a Date _ - - Burr/'cede 3 EA. _ /2. Block /No// _ _-GD`h�9/-� 75 e L.F. pc� Sfd. No. 3D% ` f . Mon�4 o/e fo Grode _ /2 EA _ / .~ i4d/u5/ _C/cvnoc/A Ac Grade / EA VICINITY MAP - Fire protection system approved /5. C v fch Basin _- /6. Lo cv/ Oejor-e ssian / EA. SCALE 1"=500' __ /7 �uf/c� Sfr-uc fine __ __ -__ ___ .. _ __ � / � EA Chief, Cucamonga Frc D/sf1-i& 235 L.F /0• Bock Wo//, 42" Hi h 62 L. F. ,oc� 5fcl. No. 30/ WATER SYSTEM a - /. 6 Wofcr- Nlvi/--? X855 L.F. t FIS l [ E �jC)K F.E_F. C- i). 'v =3F ti.� F �I` C _ � C�IAv D t . IPF tC r� _� r E •- EXd c ' � V 2 G (a 0fe !/v/✓e I EA u es god "Cl > l 1 m 48 .3 /" Sem✓iC� Conr7cCfipn B/ �. _ _.__ _ __w .� .-, _. �.,., _ � �.�R f� . f ONTARIO CALIF 91761 A d�orn f A5'sern bl 1 /4 EA. /nc/udes / yogic ✓arc each; ONTARIO, CALIF, i - t ..4 , e y _. r y - _.-_,- - _ w ._.__.______'_ -_ _-_-_. _ _ 6NOTES , " 714 -9PC- 561e �r GENERAL QUANTITIES . �. , e -. __ ._ _.__.- .-_ .., T 5. 2 B/owo{{ A55cmb/Y _., 2J 'A��� Ss i 6. i Connecfior� fo EX/S�ii7 Moir? _.___ _ ._ ______�-___ �_. _t �� _...1 __ w_,__._..____ ___. . Y.�---____.._. _._ _-_„ _ _ .__.._.___�_________ ..___._ . _ z._.-.._ �`,eP�'`' �-�T�_ °�� - ` ': -: • .; INDEX MAP, AND WATER SYSTEM Dwc, .tom,_ _ 9 3 '!ARKi RrMSION's 'APPR ATE Gt/ tE, , �-��:fkfE�. - - CUCAMONGA DISTRICT 1_ -_ 8 0 [/ 70-e4 W. vii... iv Rtir a'iwi.rwv,r lwt--" c*t:4 1 s-.,1;«, tp rrrr- o:,lw�,r��IXYt'41S•-Oro:." ✓ ,k EE"dt t. 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'I 'V . : - _ 1 _ _ - _ U L~ 4 - i 1 i1 , : I r ti � � I N �. ►� . t + . - F - , i 1. _ '� 3 - i , I 11 I . , , C • , N I i - �/ : V U I . - P , 5 I: f N 5 . � L £x u � 1 c . : : r e i , i m _ . - i } _ - i i + .I - { i - - i - - - + - - - - - - - .. 1 3 - I 9 S a ; : 1 I I x 1 I t , r i : - -. ! , 1 , _ - 7 - - - I _ - i i } i i I ; : _ , _ I _ , �* i 4 : - 1 . i e - _ - - .. 11 I L . . i . 1 - : 4 1 : , . . V + . - - i I . 1 ; Ii - - I I - i - 4 - - I fi ; I i i t i t a i . . - . , . i . i i 0 1. 1 . . I 1 . 11 . + f H R i E O Z I 4 i 1I I i 0 • 3 1 i l a m 1 . . S _ -- CA f l c , L..ES D -VERT 4 � s a r+ T °o � u P £vs b C -. --- - - , { U t Z - : . - I I K. _ I , . t , - 1 - t , i + . { 1 0 Curb Curve [lata 9 a Wap W 7 � . 2 8,r, t; 4 3 � W i Q _ A= 43 ">6,43:' - Curb Ret. Data of c Curb Ret. Data Curb Ret. at R 3 � Curb Ret. Data . a R= 62.00' - A= 89 55 r 50 ,Qz cn A= 90 04110' A-- 89 55► Z v, ► A= 90°04' 10" t;ui'b A'et Data try U r Curb Ret. Data - - R= 20.00 R= 20,DO R- 20.00 5'. .,� 5' , A= 89°55 50 25¢ `�15 �' 90°04 10►, Cb. Ref Da a P L A N L= 47.55 • •. _ � , v _ = 31 .39' ,0 � R_ 20.00+ R= 20.00' , , , , � R_ 24 OGf A= 89 55150 L- 31 .39 L 31 .44 L , , L- 31 .44 , 12 18 18 12 L- 31 .44 R= 20.00 SCALE 14O' = 25.02' 12 18 ib 12 ca T= 19.98' .,4, �; QD 4, T= 20.0[' T= 19.98, 4, v f ' 18 18 t-?4' T= 20.02' L= 31 .351 v v T= 20.02' L= 31.39' Sr 1 r r # �� 9 W It I I w I I 0.5' W w O , T= 19.98 o 4, tr Lu C J , /� 0.5 = r•n '0.S' = M X0.5 . 0. ' II OI� fir► T= 19.98 I SII �.�► 0.. II II M III � �� �� - IL z " _ . . / - 20 . .� i N _ I 59 . t0 � 73 74 � - I 81 i _ rp. , 17 Q of i� I I I rn I I 01, I ,►n I M I� rn I1 0 - ' Cr- W WI I U-) d I I I A �J ° I ►n M� ( �°h �n II IW) W) I I I , p` . +� ti � ,,' Const. P.C.C. Sidewalk pe Std. No. 109' �n . . � v Core. P.C.C. Sidewalk pet Std. No. 109 N �� t• w %a , - car I \ `' '� : `�S' I20 ' ' f �k ' 92.22' f ? 92. i 8' 92.22' 7 f w z 1 11. ' S4 80.02 z o1 89.98 A2 = y . _ adjust M.H. ,,,, � .J �\ ---- / l� ,�c- 0 J, � --- � ,L N�- .. I to tirade - - -, 2�2' L'�t �8 h 0 �� 0 3� g� �• k L 9t 12','4 - `1 '� . I 9p �� 3p - - y 9p:. 641 8.00 _ ,�, 3 F 2. f.� F b G�'�°` _ R r rr f cA�°� F a� F 03 F Q _ _ ►�'A�' FAs F� �p ! y' . 9 _ ' 8 �' 7 N 0.04 40 �V a' S a '� y 4 ,' 2 1 46 N, • I � � KLUSMAN Const.o.e6Thick A.C. Pavement AVENUE hip brb Curve Data '� _____ Construct P.C.C. Cuz'b FFA Cutter r Std. No. 115 - c' ? I h= 252°18'11" - - = �`�, 54.86' 6T. 50' 67. 50 ' 6T. 50 ' 67. 50 ' b7.50' _ 67.5 ' 67.5n' .I .50' 67.50' 67.50 t 67.50' _ 49.98' F. I L= 167.33' % I .r_ 15 21 (_� -vin � 'Std. No. 1(?9 o_ � Coast ct P.C.C. Sidewalk p `n d Adjust M. to Grade just M•f1. to Gra Adjust M.H. to Gra ov `8 o I I+ ( cn , See Sheet No. 5 14 k, . 13 12 11 1 t� g 6 7 6 5 . 11 1 Q _ for Drainage Detail a Rm '0 4 g� 3 2 1 ��* I I I + ,� f" I I1 � P Curb -Peturn Data Centerline Curve Data A= 90°04 10" - A= 13°09'04" R= 20.00 . R= 305.03' L= 31 .44 T= 20.02' t= 70.01 ' ' T= 35. 16' Curb Curve Data A= 28°21 '28" . R= 62.00' • L= 30.69' 37, D1 T= 15.66' r ' 1e' re' 12' . _ 0.�V 4' 7.5' 6' 12' 12' 6' 7.5' 4' 0.5, , - . 0.%'LeveI 0.65, Line .35' 1 ► pe F ., � : .. C F. .. Qc I "°• � • 4, - Const.o.zo' Thick A.C. Pavemerrt Const. P.C.G. Curti 8 Pruner per Std: No. 115 Const. P,C.C. Sidewalk • Const. P.C.C. Sidewalk per Std, No. 109 per Std. NO. 109 - . Y I �iC CIUSMAN AVE1 r 1- 1 SCALES; Horis . 1 "=10' Vert . 1"=4' , ASSOCIATED ENGINEERS FIE LD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W, 0. NO. 316 EAST "E" STREET ROAD DEPARTMENT TRACT N0. 8248 ROAD NO. ONTARIO, CALIF., 91761 Designed By _ AF'MOVED Bl K LUSMAN AVENUE 714-986-5818 Drawn B FILE NO, . • Checked By �,. -�� s�zIE FROM BASE LINE TO 1000' SOUTH ASS! 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W i I 1k 1 - 1 t m . - 1\ , . , : : _ # I : : � i S _ I { i . 14 . . . . - q I - � ; i I . i. : . I , \►: m - '/ 1 : : q O jt t I I i -1 � - _. ,UA' i . I t1 N _/ , I t L i # I _ o \ H i ORI - 4 0 i 2 0 f z : I ! i • f I 1 . ,'I . . . , : _ f U _ I , ��''++A R _ _ _ o� � _. ; . , Sly ��� V E T 1 4 a i I 1 � - i . 1 h t f Q U T 0 t o C f o u i � � I f I - : . l V, UU _ - _ ^ - : f i i U , i : , K. s • , i ' l . . _ _. � -- - _. _ _. �. - _.u :: ._. ._ , ... .. _ _ _ : _ _<. .__ , _. - . ._ ..:.__�.:___._ -1. �._._:�n..�-_ .__ .. _---_ _- __---.. #_ _ . - -_ _ . - _ row �. 0 1 2 3 4 5 2 1 0 1 i Curb Ret. Data C�. flet. Data Curb Curve Data Curb Ret Data . ��31 A= 90004!23" A= 90°02'05" P L A N A= 3S°52' 12" e= 90004' !011 r r R= 20.00' R= 20.OG' r ' I ► Ill 21' ' 1 ' L= 31 .44' L= 31 .43' ► ► SCALE I =40 L= 39.89' R= 20.44441 T= 20 02' T= 20.01 ' 1.2 18 /8 1 T= 20.66' 1 7= 20.02' 3i7r i 41 f--11 , I II 4T 41 r -Il I� : •41' V,51 t 11 w i I 0.5' . 0.$' h- I I -i►{ 0.5' _ I ' 18' 18' # ► il I I w I I 1 I .. . I i I I iW (1 I I 79 t . 40 . � III ('s A 11 I, I.- I I ``j 6 I I II o I i Const 1 .C,C: SidmalkO. �- , --Cl 5' �-- 1I 4s 47 48 4 9 50 m I I I �- 11 per Std, No. 109 II (I I 111 II I 1ftj Const. .C.C. SidewaIk Per'Std 169 `� I I 11 d� i) I I ,� 78 4-- �� �R - 11 (I 'A � I1 1 11 11 z 1I I LI _ Ln . . � _ I l Ih�9� 11 I I �, ' A �/ l �, IV � �( 1 I y`3° w ( I t� l 11 � °I � 4 a CO tr i 4�, _ 1 \ _ 0 4� 6 �e,� > �� 11 w 3� 7`6.00 T6.fIG f6. i t 816. r2 0 11 I I I /.. I I t o �t� I. Adjust 'Sewer Clearrout � , 1 //L 6' 49.9 4J� . I I z tt, t� _ _ a o II . to Grade //�� � 7 to c I II z - �,,h - C.onst. P.C.C. Cui i 8 Gutter Per Std. No. 115 - ,� z I o p fi 1 Coast. PX.C, Cross 80' .9 Const p CC C. C rb e Gut�e� � 3 ro yovpp y I E.` � . a� 73a' I er Std No. 1 5 cv h1 ° 1 Gtt StdNl!91 I I I 2 1 1 E t1 L I T E 1 AVENUE _ N 0°0113511 E _ .V z I I I � Curb Curve Data p _ �, z I . A � k 11 Uy li F7*I . >:��,o� Adjust M.H, to Grade 30 v �- I ( �= 253''44'2.3" EPRER Ca,�rst 02 hick A , STREE`T` - m II II F. c 2 Const. 0edThick A.C. Pavement z-� 3 w 11 I ! o F F F U 1 I W 4' � v w I R= 38.00 �Pavem;nt - N ��'. A �i w�) 6 Iwo � A = ILII , Lr 168"� § w II I I = �- fg�1 I' - :r I � N I I 9 9 _ _ - �o _ _ I II I ( N --� V, 83:46' _ _ 80.64' 80.64' 80.64' 80-Ol ' 3� I I -�- p� I j cn I 1 « " I a I Q � J � � fL 11 I I . 19 `r' r to i, F� z z 11 h . 11 cZh Il v Const. P.C.C. Sidewalk Per Std. 109 11 L I •Q A 1-64I II 0 l,,,? 11 I I o I I II I) 1 I - - � 1 o 1 I ( I �11 II II - 4 11 11 1 I1 Ce. ( �� - 6 ( � I I1 , II I I _ILU I I =11 I i II a' 11 1 41 - Q I 11 ei III � 0.511 be ( I 0.5' 0.51 II 11 ii 11 i -- - , � 11 II � 1 � ► I �I '+ 11 I oI 2s . 2 24 23 22 , 1 II r � 7S 74 t ,� 4' iI � 0.5' .5 11 .' 1 18' & ► I 11 Z)1 IIS 1 - 4' II I 1 41 Curb Ret, Q�ata F89055'50" 1 1 ?2 II �� 1 57 A= 89°55►50" -11 3 1I 30► 30 Corb Curve Data R= 20 00' - 3� f r r ' p= 36°52' 12" L= 31 39' Curb Ret. -Data Curb Ret. Va-a -+ ' A= 89°55137" D= 89°57'55" 0,� 7: ' r ' 1 ' ' 7.5' 5' R- 62.00' T= 19.98' R= 20.00' - R= 20-OG . L= 31 .39' i= 31 .40' - L= 39.89' 0:6031 0.96' .651 0.35` j per t. I� T= 20.66' • T= 19.96 ,i ►r C.F, lie �� 6 I W ' T= 19 991 4" r Ft. 1 W a .:. I .20 I/ O Const. Thick A.C. Pave+rmnt Cor►st. P.C.C. 5ideiraIk Const. P.C.C. Sidewalk Coast, P,C C_ Curb 8 Gutter Std. No. lr5 �' Std. No. 109 r Std. No. /09 ' le' 18' 2 TYPICAL SE�TIQN �EPPRTEET 0.5' 4" 7.51 6' 12' 12' ►1_ ' 6 7,5 4 SCALES. Noriz. I ►0 0.5Y Vert. 1"=4' 1 # = Sidewalk and pkrbliC .. ► t Br' C 0.35 .651 0..96 0..60 Utility Easement �eveI LII1C Y - C ' t I : .. � - - . .__ _ _ _- ,__ .... _ FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. o. No. Const, P.C.C. Sidewalk Const. o.2o'Thick AX, Pavement W ASSOCIATED ENGINEERS IMPROVEMENT PLANS per Std. No, 109 Const. P.C.C. Curb a Gutter per Std. Mo. 115 Const. P,C Ct Sidewalk 316 EAST "E" STREET ROAD DEPARTMENT TRACT NO. 8248 ROAD NO. TYPICAL SECTION LEUCITE AVENUE per Std_ No. 109 ONTARIO, CALIF. , 91761 Designed By AFI6IROVED BY - ►►- ► Drawn 8 / n �scALFs Horiz. - 1 - f0 714-986- 5818 LEUCITE AVENUE fez a/to`��-t��.v FILE N0. Vert . 1 "= 4' Checked By Z� ass, R,h , �� �is� tics. ENGR DATE PEPPER STREET Dw�-Nn y RecommeneO f CUCAMONGA DISTRICT' 11 R C.E 744 DATE MARK REVISIONS APi'R PATE w_" ________ COUNTY NG NEER DA�� SHEET 4- _$ 70-24 a . __ _ __ _ __ _ _ _ _ ___ _ __ _ _ _ _ __ __ __ _ _ __ _ _ __ _ _ __ __ _ _ _. _ _ _ . _ _ .._ ....� _t __ Wv.;tr €k n-7ir q"fW6rW..V_M-f". CM4 btl'•'1r. v"V1 os'twt"''lrl W-1–I'll,CM;{t _ 64•="!;' tv fi"Z'r- CW wJ' r{t � yc; !fin "E tr ;r e IX�0 / Iao{t c t F Xtip `� , € _, _ ., _,....---._. -_. -_,--- -,___ _.._- „-_ ...__._.,._ __ .,-.._. _ _. ,_ ___, _ _-- -__.,_..�_-__ _-._.._- ._. .11____-_.1 ._. .__- - _---'-__1--__ __._-_-_.-M______ .___ _.-_,._-_„_.,_" __-_" -__-___ ____-_._-_--._ ___..__ . _ .. __. ____.-___._ __, .,._.-_t,,, ..----,---------_.________- ___. ____. _.___.-------'---_-7'_'-__"_ _-_--- -,._ --- ---_._ _ _ _____-_r-.__ __ ...__ �_,,_ _._..__._.__-.�_.___. '_' __,.__ . __ -_ _- .___._.___-.__._ - _ _--_ _ - .._ . .__--_-- _. _ .__.. -- .... . t . f . i . I t i f . i _. _ - > I - ( - ! 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I • i i , . . + f 2�0' \ � n d d a d i ) . m . m -1 , 1 ! - I (, 1 I 0 V - I m , r i } _ .. _ - - Ob' � � 4 4 4 4 . } i I # I I U N } 3 ! } - _ I l9 _ < __ i i A t , . i l , jj c , _ - : - i _ _ ^ \V . _ ! { i i ! 1 . 3 I , n : i 3 # ti . _ , 0 I t ; < I ; : U � - i i f Ck 0 N N I i I F1 I 0 I IS 0 I5 _ ; i 3 :. • . -; : j i - i V .. i : . I . . I . 4 0 0 i - U a T . O fI . i O _ _ ; I ! ! U i - . i . I . _. . ; I I I z I I ._ 1 S . l` ' i I J V N ORI 140 U M 4 { r _ - - i SCALES v r ► C - E � 4' _ _ 1 V 3 _ - _. k , - . } 1 I i r ' t. e 1. `.` U X609 Curb Curve Data Curb Ret. Data ..,,-- 1. - I- ! ._- A= 36°52' 12" D= 90°04'1011 1 l R= 62:00' R= 20.00' '.R7' '30 I N . L= 39.89' L= 31 .44' - t P L A T= 20:66' t---5' T= 20.01' 12' 18' 18' 12' u '51. � _4, L 4 t i .. SCALE I =40 E /� I .I o.5' '� 5' A9 ( T1 72 �3 ; I �� �� I 1 Cu�✓e -Ovfv f u , I d=253'44 e4 �=.38.00' I I Z d = 2� 0o O/ G• �} L-1a'5-00 Z 4 �. I O, ' ,e= zoo.00' . '& �j. I .Iro ie) Const. P.C.C. Sidewalk per Std. No. ! ��� �' W'''�� r= 42. s/' , 6 s — "i -- F��t I Const. f .C•C. Cross Fast I��'dtt7ndr`!ry .00 �o.o" 6s.00' 9 O 117.50' K L U S M A N " N _ A I Gutter per Std. No. ,4d�ust M H. - onst.o.zo hic o�'ea"ent 2 � 95 00 85:22 _ F -�' 01 II ! 19. _ _ AVENUE Z,;, - Expansion ,l%'0_./- ` . to Grade °� IRONWOOD N° 69`591 Y STREET ! 41.-�� �° - w t - F r-- 8 f9 R + fy f, 'aD A�3' f y$,) o=II _ a� N . 9 � = x rest, P. urb 8 utter e� Std. No. 115 •t� 3°� �' I) I E / „ N 6j1 Z 13 t4 � o - / k — - - - - - - - - - - - - II Const. t8" x 29" .M.P. Arch. � W L `t G'�� �� y3� 229 ' 69.9 " sora ' _.\' �� '"� 1!7.50' W - o t Y sfa. /9fs�o3 / z _ fy t e� r�.� t • Pd/o a/fo 4 e.89 Q "n Const.. P.C.C.. Sid Ik per Std.- No. 109 I) _ T �� ` Ii i ' Const. Outlet Structure (f I G �� dju per Detail this Sheet �.• je_3.. .o \+ (I ` III �2 h� �' P 4)i� tiff O � • y� 'Sfo..r9+5/.99 �,S4 r � II � (I 4'r t �. i _ r v F � ,4-- st y ; 164 63 fit 61 Go �3. � Fy g\ ��� 0 ExPt�rssro P T-1 fl- !9' !S' 2 r �\ / • ' 05 .a' o" c♦+ ^4 Expc�nslon �P�� Curb Curve Data Curb Ret. Data SG' 30' 1 117• t 36 52 12 fl K LUSMAN SHEET tiZ F_.��/ + 16 19 ��-= �'�� r� / ° 1 }' d= 89°55,50„ t1 I �, h � yc / Pcc Curb Guffcr L= 39.9' �_ ,39' . AVENUE NO. 3 G — b r-- -- °D Const. Loral �c'2`'� Const, Type "A" Catch �-- /e". �•• i 4e T-• 20-.66' = 19.98' Depression ver E`' Basin per Std. No, 206 c � 46 9e'-`r'°p oY 5fa. /9147.03 _ 51 R� t t �� t Std. No• 2U3 X= B.oo' V=3.45' ✓ _ ♦ (� � � .,C 'Scor ¢ Fr7ie'f-r ,: :: i 1� 1p5 v 1 _i.��wo `.' 5' 4' 7.5, 61 , , 1 1 1 51 � VSs �� ` ' i 17 T z:ss O p 't, # Expansion f4'rper-' - 56 90 0 , -. h(:)/C F.s�zoo 2°' I 0.60' -0.96'Le i 1 .65' .35' I!4" P „ V4 1 17 5 pC.C. sd�Wo/k +� r Ft 8N C I E W E I Const.oed Thick A.C. Pavement oast. P.C.C. Si*walk r'� � �11 � 1 4 W 1� 18 + 'e�w �'x per Std. No. 109 Const P.C.C, Sidialk Const. P.C.C. Curb B Gutter per Std. No. Its i PLAN per Std. No. 109 �r 'tYPIt'AL SACT.,.,� - IRONT�OOD STREET OUTLET STRUCTURE SCALES; Horiz. ! "=10' * - Sidewalk and Public - 3co% / - 4 - Vert. 1"=4' Utility Easement �'`'O' '*'3 Baro a/C,Qc. �ToS� NOTE•• Cbnfrbcfor may pr--cosf � � h;o option. 6" 4'-O' c'• vert. fyp. of/WO&S 21 — _� p -- 2- 4 Born 3 o.c. 3 x 3'K, ".Angre, G=G%n9, w,fh 2 .kI x /_Anchors ASSOCIATED ENGINEERS IMPROVEMENT PLANS W. o. No. /4 ao 4-'1-fBores rG ora. a WC AC , � o.�/� , 3N FIELD BOOK REF COUNTY OF SAN BERNARDINO Bars do /G"o.C. CM ,4 h -04 from en45. i.. .,•. - .' - - /4� " 'r ! f�' ---- Bora /2"o.C. T u E 11 STREET - - - ROAD DEPARTMENT TRACT N 0. 86. ROAD No. Y __��_ _ -� __ - _� 316 EAS #'4edrs /2"o.e. —' " x� ro 2,77 - TT FSS ON ARIO CALIF. 761 -- Designed s m o..' Cover } APPROVED BY I R O N W O O D STREET /2'C/mor -D..' 1j1. i_ —`_ —"�-_�. ,_..__ s,_.�. . .. e:. T 1 1 9 Y �4gpr5 /6"p.C. .eI AVE.,�._.-. 6 � Jc7rs e . . . . 714 966- 5819 Drown s �� � D•' - 4- 4Bors /6"o.c, T �-�1• DRAIN FROM KLUSMAN FiLE N0. Checked By W� ASS ROAD COMMISSiONER-ENGR. DALE TO PALO ALTO ST. I C) y� a 4 BorS @/6'b.e. Q ; `'/ RecoAmended By ;: SECTION Y-Y /Devised Ouf/et Sfiz�c urc CUCAMONGA DISTRICT SECTION X -X scale: /'_ .¢• l/-70 -- ----- -- - ---- - _ i SHEET 5-- � -- 4: _ 5CC7/e /"- 2' MARK REVISIONS APPR DATE (� '^ " UNTY N N R TA I 8__ R.G.E T344 DATE _ _�__----- L", 70-04 U 0 -. i i - . _ _ . ►L'` IN"r Al 114Kf(fv Itry°s"P 01M f ►It;'!?rn !H rt•vt^ C4'r t�!br '4^IlR"`f`Y±C*'Ll,ti �_ [ i d X. c t r .•r <,� It brfl ' rc �1F V d X 50 ti f c. ^ �, 76.45'on cur-i5 Y I l - { i _€_ i . 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I �} _ \ - { r ,. _ s _ 1 m _ t , m i _ V _ _ _ . m m - i �� M I, m V i i m ti _. , - t. - 1 1 1- � 1 3 , m , M , ; . o ) # - V t ff . > ` - i I \ I\ I 7 - - - ] - I {, { V i V t : /s r o n� ' S.P. 1 # � _ �t Su { cam . t . } 1 f s #P 1� 0 F 6 ' t I I I # # . t { Tan. 3.047 # I c'y 6 , i _ � - - t it ' I - I 1 . i 1 - i . H RI # 0 4 i : 1. Z 0 , . : ; , v I i I I A S ES ���T # i L '� , , . - : , , . 7 6 . . # : . i . 5 I _ 6 7 8 9 10 11 Centerline Curve Data -Curt Curve Data p Curb Return t�at� - - ' - • - A= N A= 17°22'57" 0= 17°22 '57" A= 90°04110" t t I SCALE 1 = _ r z R= 270 .00' R- 25& . 00 ' A' R= 20 00' �r r 33 33 ' t C) L= 81 .91 ' * . L= 76.45' L= 31 ..44' �- T= 41 . 27' rh T= 20. 02' 1 IB' 18' ! ' 11' 22' ?2' 11' 1 1 ' 18' 1B' 1 '. ., v , - 53 m� 54 55 5F 57 58 59 ; + I� , ► : 4' H ' 4' r -� /%(P / �'( 0.5'1 I I I) 0.5' \N� �0.5' II I 0.5' 0.5 II 0 5 o� 1 1III 1 �. I II 11 1 - I \\ "� CIV �I Coast.Ay . P.C.C. Sidewalkper Std. MO- 109 ,I6 I �� ,�� '\1 = II I I 1 F- O 1 1111 C3 '.v �, 3e.22, • �r is I w II I 1111 w - "' z o 1 Q1 - Tc 3ai - 'S4.59' 1 36 tT 73,00' 69.36' 65.00' 69-•00' O.9R' :':'., E L •Q II 1 11 �� \ v a e , Q cn 11% I r °37 _ h r I'� - - - '� - - -� IJ 1 Fro m 3 II '�3" 3 Const. P.C.C. Cross Cutter - I �y� - - _ _ - - _ _ - - -- -��/ % Z � d 11 0 ° Fva I I li F 11 I� - - - - - - I - cy ,3- Const. P.C.C. Curb Bi Gut l er per St No 00 6 .. per Std. No. 9 -V A L D E R 7 N °59'34" 9 S R ' E , ' 3g, MII 1 1 I I , 1 N 0°Ol '35"E 2 STRE / - - -I � - � o I I - / / . - II I I II I ! - / 1'j~ ph �GA���� �c ��Const o.zothick A.C. Pavement °O ;�, ��33� f2�� z - I I - 6 3 � II �----__ =--- -- - �/ WII I I I o 14 °\ to Grade 34.32' 37.T5' 49.99' oc F� 53.01 ' 73.00' �n _ 54.8T' fti3 w � I J 91 ,02' _ � 57.05' 2 3 ��' Adjust M H I A �� v • N I I 1111 � I I v o cil 50.9/ U Const. P.C.C. Si Ik per Std. No. 1 I I W �`3�. m ( II I ( oc 17-461 1 � (� (.$I . I I II II ( I iI o I y Const, P.C.C. Sidewal Per � A- 11 11 � I) ( I i 1 I III a Ii I IV v W Std. No. 109 IQ t � . - I9I - 1 o ) I1 II I ( �% . 32 5 �I ( I �• �, I1 I I ti I (I II 11 III 11 1 V Z ,'+ , t - I I = 0.5' II 0.5 44 3 � ' X12 41 0.5 � I � w I � t 0.5 0.5' I I , _J I I I I . 0.5' , 1 ( , t � - Curb Curve Data Curb Ret. Data 4 �I .-W I I� 4 Curb Ret. `data 4' I II 4' 4 I 4 b= !T° 22' 57" t!= 90°02'05" 18� 8, Curb Ret Data t8' 18' �` �' 1 _ R= 288.00' P== 20.00' t1= 8905715511 89°55'ri0" curb Ret Data _ R- 20.00 � 20:00 A= 8905513711 # SI23033122"Curve Data ®I 6705812011Qata 1 = 87,37' L= 31 .43' 1 z , 'L= 31 ,40' L= 31 .39' 30' 30' 33' R= 20.00' R= 52.50' R= 67.50' T= 20.01 ' T= 19.99' T= 19.98' L= 31 .39' • 'L= 21 .59' L= 80.07' W •T= 19.98' . W . N . t t r , . 0.51 4' 7.5' 7,51 4' 0.5' ' ' ' '�3' . . , ' let '12, - • E i/4r' �r Ft. - --T�_ 0.5' 4' 7.5' 6' 12' 12' ; 6`_ 7:5' 4` 0.5* _- -__ ___ _ y L k /4" Ft,. 0`35"Level 0,6 i Lire 0:916' 0.60' Existing Tmprovements :_A� P .' - - - - - - 8-, C.F 1/4" F .1 - - Const: A.C.C. Sidewalk i • � TYPICAL SECTI" AMETHYST S REET per Std. No. 109 . Const o.z6Thick A.C. Pavement y I SCALES; Woriz: i"=10' Const. P:C.C.: Curb a Guter per Std. No. 115 , _ CbnSt. P G C. Sidewalk Canst. P C:C. Sidewalk Vert. 1"=4' per Std: 109 per Std.. No 109 ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. 0- N0• 1`YpICAL SECTICIv ALDER STREET 316 EAST ItEtt STREET ROAD DEPARTMENT TRACT NO. 8 248 ROAD N0. SCALES, Horiz. / "=-101 ONTARIO, CALIF., 91761 °°s;q^e° By APPROVED BY -ALDER STREET Vert . 1 '=4' - 714-986- 5818 __ Drawn B �� ��� FILE N0. fj tet'' AMETHYST STREET Chocked BY �lY' ASS'` RG1��: C:r>t�s�ISSI��hE:� EhGR DATE Q Q�•.:,�r-. lid. 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V w O (�. s i •� 'V - _ i - - - - 4 'r 1\ S I i f 0 , s `► \ \ E a \I 0 I �1 0 .i . E .i .i r. 1 J T v E , • : , , , : I : - ; ,o of os b _ 1 1 1l, - ti � N W ((�{�/, \ - - : : V ✓. 4 C , , , , ` i 4 5' f 1 6. - l I . `' - , , ! L v , : j I0 n KP 1 _ / s 1 _ -. _ - - e i H ORI Z - 4 0 i il' /. 8 3 i u i i 4 - - - I } rI � A = C : L.ES R , E T -s 1 - - : � i . - , - , _ _ i I ! ' 11 4 Z 1 . _ I i 1 , : i _ i - - .._ - _-. .. --. - .. - .. _ . . _. -_ - - .- -.. . . .- .. . - .. _ ,-.. - - _. - _. _-_._ - -. - _ .-- .-_ --.__ - -_ _ 13 1 14 15 16 17 18 19 20' 21 1 2 . W curb Ret: Dat•a `t .Curb'Ret. -Da to , - 1; Z 11= 90°04'23„ + Z t �= 89°55'37" PL N i f _ I ?= 20.00' R= 2D.00' Curb Ccawe Data SCALE I"=40� � �I \\\�-)'- .JP""--'-'-- '�' , 0 �i r Ir' 18' -.1 . 118 I2' L= 31 .44' ^' 18' 18, , L= 31 .39' D= I3°17' 1I" \ 7 . $ 'Cb• Ret. Dato , ► , , k 4' T= 20:02' , ul- T= 19.98' - R= 268.00 Curb Curve Data I, v i 4 (D x S_ 89* I'0,061 i 1 I 22 22 1! ''' 4 F-W J L= 62. 14' A= 13 17 5T D a 4' 4' fl.5 w II 5 Y).5' I "= '.+l -�I ( R-- 232.00 Z a .°v �i -o R_ �.�, 0.5` 0.5' I N I c�� LI, I c.i U I Qi L= 53.77' � C I Q L- 3l .36 I I I I ( , I( o ( I ; I 1 �; m a' h 0 m p ••` , ,g W x �' v, T_ 19.94' t; I n toUl) I I `�' 44.1 45 46 om I -J ��' � I I I -I 26 27 � t?I 18 2� � ( �s• 3 t '� " 't QD� `-' +k-+�•• :..• 40 � � - c� c� cr I � o�"c II- i I I ( W� _ .. II '^ o� 1 � F 1RI 11az a �1 (cv �� '� I p h ,•i ° �- v - u - 32 U I v) 11 I I LZ • ) ! c'`L I d i J 'I ) 1 I * �3 1 +' 9? �) /C>,Ems, � o c w;• s o zq a z t� oo I I I gc I Const. P. C. Sidewalk ' St No I ��,. � II J � o F-- "•� r '•I' ,.� ,.I � I I II ? a - -� t , a�- 1 (_ x , / ` 11 � I I I c`r. Const. P C.C. Sidewalk tk per- td. Aro. l t�9 I � 0 e k w h h •-� I. to � c7 ,� 1T ` � . 50.02 65.00 19.98 0 �.. ' V. I T'. �I �� I �,� :- W A. o o c b c III p° J II _ �_, _,/_ - .� . -J 136. 18 ,_ _ N_ - - - - - I' A 0.. � 14 r� [49.411 ,63.5o el.. . _ � f3.ro ►. �,,' C/' - . j - 11 I F s�� ���ayk Y�vt' F� Zh I I \ C3` _ F °k , o II I ic ' N F It. T 01 14 PA n ALTO _ 15 11 Z!¢_ Fy 17 / Adjust Existing M.H. Adjust M.H. to Grade I * ` ('O� 1 ';,� ti' o- oll I � Ca , r r I p2 M �� A �(� F'�Zjo /$�9 N 8� 54 0�' v: Adjust Existing M.H. to G de� to Grade 1S STREET M �v�g H N0. e ti d 'L «' ���\� AVENUE � �.\9;�' 1 ��. Existing Imn V,-_ �•Z,;e - _ 1' Construct F.C.C. Curti 0 Gutter per ta. Na. r 15 I - - ,� UE - ----- ---- �' 11 ' ' N ��°54'4ts"YV - AI O k0 ' �Z ° �D 1� ,,�c,� n1 0004'40f 1�t (0 0 �y'AO11 I �.. I P V \�\g' �Vok t4 ��� 'n 14 � . 4C Eos Troc 1.'V 90 n o�y Const 0.25 Thick A.G. avernPnt•��- ,Sc �,. �a. F.\�' g _ 64..50' 64.,SCS' E?.50' 64.51' S0.7F' 23.OT' 27.25' _ \ , r � U N 3 �.. ,� • aw n' 1 54..x9' 73.0:x' 53 . 06 ��� u� 80.so� F� ,� �> 8.92 - o a Itk• �t � F' � 0 *-� � x� Coast. P.C.C. Sidewalk per ' Stanef,Lrd ,'4'o. 109 0 `rI � II i,,. I U AK Con3t. P.Ce. e�55-Gf� J �x ?,j >� U Q UJ tl I I m ,ocr Sfd. /Vo. //--.P. Q3 '"i I> Ri aiI I i X = a0� = 40 399 36 37 36 35 34 33 32 , I ='LL; o Ilo. ti m cb. �t ovfc, "?I I I W; ` - - .� I 11 -J � IN d s 9o•o4'e3' l9 I I( I .� ? .P= 20.0 0' N V L = '31. 44, I I rtt - s / / T= zo.oz' N 1,4 0 . ,� o -Centerline 'Curve 'Data r Gu�b R��um Z7ofo h �= 130171 !l„ Certtrl i rAe Curve e Curb 1?e t. Data- 30 10 �,' a = 9 0 0 4•z3' '� D= 13°I7'S7„ 0- 89°50'08" ,e= zo.00' �, R= 250.00' � R= 20.00' - ' L = --3". 4-�' 1 61 R= 57.97' R= 2.50.00' T z eco. oz I 20' T= 29. 12' L=�58.02' L= 31 .36� t1.5' 4 7.5' 6' 121 /2' 6 s' 4' o.s' . _ , T 19.94 . T= 29. 14 11 . Curb Curve Data Curb Curve Data „ •35► 0,65' Q �R tooff' o.(Zo'f + -1 Lir- 13°17' 11" d= 13°17,57„ 1/4 per 1*t. LeveI _ Line 1, R= 232.00' R= 268.00' �.F.41. e r.F '�'' n :,y::::. . W 1= 53.80 L= 62. 11 Const.o.2o' Thick A.C. Pvm't, °'' Consf• f� V? 5' 6.5' 10' 12' !2' 10' ' ' 0.5' Coast. P.C,C. Curb 8 Getter per -- _ /ocr sfC, No. �o�. Ft. L�vel 0. 1T' • 0.�' Line d.�' 0..60' Cbrrsst. P.C.C. Sidewalk Std. No 115. • ' - - - - - . i i/�;" per d. No. 109 `I�'p r� SEC Corrs't. P.C.C. C.F. TlLUSMAW �' NSE Sidewalk per 0 Const o.25Thick A.C. Pal ement Const. P.C.C. Sid tk STALES; Horiz. 1"=10' Std. No. J09 Z Olt Std, No. Ir09 Vert. I"=4' Const. P.C,C, Curb 8 Gutter per Std. Aro. 115 TYPICAL SECTION PALO ALTO STREET _ FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. o. No. - SCALES Horiz. 1"=10' ASSOCIATED ENGINEERS R A IMPROVEMENT PLANS Vert. 1"=a' 316 EAST „E" STREET -- ROAD DEPARTMENT TRACT N0. 8248 . • ROAD NO. ONTARIO, CALIF, 9176 Designed By APPROVED BY PALO ALTO STREET ,' i 714-986" 5818 brawn a FILE N0. -g ��1� KLUSMAN AVENUE _ _ Chocked 8y ASSN ROAD CQMMiSS10NER ENG R. DAlE t� �% _LLL fscommendt Y ' ` `' ' �� l/-To MARK REVISIONS APRR GATE �v COUNTY ENGINEER - CUCAMONGA DISTRICT SHEET 7 of __8 _.. RCE T. �4 Dl.TE - �. .70-24 i I •