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' ROAD DEPARTMENT R l Contractor agrees that he shall assume sole and complete responsibility for job PASADENA,CALIF (213) 681-2373 ROAD N - --- - -- F site conditions during the course of construction of this Project, including safety of all DE.�IWD BY Of Bf CHECKED BY APPROVED BY STREET IMPROVEMENT PLAN persons and property; that this requirement shall apply continuously and not be lim- F(l E Na. ited to normal working hours; and that the Contractor shall defend, indemnify ander + -- - --- ---- -- i SUBMITTED 8Y CDE hold the 0�,-ner and the Engineer harmless from any and all liability, real or alleged, - ; __ ___.�► - - ASST COUNT NGR-ROADS DATE in connection with the performance ormance of work on this Project, excepting for liability RCE 9H9O RECOMMEND[D WlkOyE( i TITLE SHEET D"t- O• ' P J P g y arising from the sole negligence of the Owner or the F,ngineer �, ,SO4E0 .ST.PUCTY/PGt sLrGTlON iVOTEl�3-zj- .� p, FtEVl�lr'.� i NER-ENCR QATE iN, t F 71DATE 1 MF _ I �� ; assn Rnko co�►��cc�o E Uf.-e 70 SHEET of i�� E r/ I sF '"� _ ..K_.....�......-- - .0 ..�..... ..�,.._ _ _3�_ _.�._ 1rC' t . 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V 0..5D . ti eta a ♦V7 h h �; � � ' V• ^ ki % M P. . :58.59 0) • D `0V ta t hh h V I h - ro N `� W �I _ t� A \ � \ t \ x \ , h .V �, ,, V \ \ : - h n b V o. o - \ \ W ; l9 50 c 1. . , . V - ` . W m \� h - _ _ _ J \ - i ti \ ; r Qr `9 a� V _ , . h F!/TU.PE P./. 5g28 �1 • \ 61 k I� . % G.pAoE . • - - .5 o' v ej � �. _ % c 0 V 0 - . o . 0 N 5 W 'AlP \ ' b , . h ; ; ao o. . m . _ _ �. \ 0 a ON: 4) 6%� \ V h i D W <t w h . i , o D a . a, ; �, - 0 - W . o . _ - - V _ 11 /60 �. �, a, n _, \ _ _ n, " .e � 0) _h N ti M b �;risr ,P UrY2 w h f 60 P 6 .D� v � � a� hti 0 0 GN o. h h . O - - . - _ 4 - 0 0 ww al O , - _ - . 050 / - ` _ W l9 0 0 0 \ X48 ti a � N ,�' G,e.4�E p o. a o.so io h X b ti a / - p � ,� 0 `6 . PARTIAL L V-C ..- . . , - � . t� Q) . . \ . ' 0. - r i \ t ?9.42 L 3 8Q h ti _ \ � � 0 D \ \ /- - o ty \ t B3/. �9 rt _: . , . . v _ _ �, - . , . : - . I _ o \ a� t 1 (� . , . \ Y ci . _ _ [/ O FUr .PE 1b a� _ .._ 1_ � : - l9 4 4 - ^ . v. / �f4 . G� f/ C!/,PB 0 h . ` . 50417 � 4 ! � i _ 6' p Qe d/ O YC d _ - _ __ __ - - _ . . tT♦ \ IK �, Pjr$ I It0� ap �9 .. . 5,47 . - _ l4 : p h a , � � _ V N , . -_; h a �c * ; o a - ii6o �, , o o psi' G,Por�rvD s . w �` D /��� + mz � �Ak. �h � o Q � % � 0.50 0 . . . . 0 a so i h �O O , . - ; :==z ��� � TOO OF ,5.. `U,PB y ori . O � Nm _ _ . _ . : . h 0 `� Q h �? h . - _ A9 e . _ • 4/ . - . • I - . - _ . _ ; : - . L' . , : _ . : O / . D . f/ Z / . , - ,P �f ii N i ` - c ( _.. . . - _ n _r YE,PT / . s ._ _ _ . , -- 91 CURVE DA 7A CURB RET DATA CURB RET. DATA CURVE DATA d-20°37'4G" d'90'00'00" d. 90'00'00" d-20°27'09" N•Cb.R•282' L=10!.53' R-20' L• 31.42' re- 20' L.31.42' N.Cb.R=318' L=/13.51' 0 R=300' L•/08.0/' . Q T- R= 300' L-/07,0.9' To 54.60' 4' T'54.12' 9 CURVE DATA F/NT.-P,R.C.� 9 CURVE DATA (B.C.-vNT•) \ ( OCURB RET DAM CUR8 REt DATA CURB RET DATA CURB RET. DATA CURB RET DATA 5; d=el°2/'59" d /6 15'47 - 4 . Ah 900' L=22.86 Rs 300' L285.15' a r 90°00'00" 00--90°00'00' d- 90°00'00' d=90,000,001' 4-- 90000'00" O G8 l07 holo R- 20' L°31.42' R= 20' L°31.42' R° 20' Lz31.42' R• 20' L'31.42' R• 20' Ls 3/.42' 1 W .4l�fiV/G ! LEDN ZIO/Y' ST.PEET W471VIr"- W .41�� � G lEE .I/!T. �c/O. 6 IEE 1//T. 1/O. S .IEE ls/T iv0. 4 .rEz" JyT, if/O. 3 N Q. 11 I C'o I I ; . o. �I i160, 11- 11 I 4c I I I I i 60'I I I I 1,60- 111 OX7X& •,4" h G s W 30' f I m G Z G/ .�o m 44t 4r3 Q � .30' .30 � m �� • 1?4 Q 30 .30 � , . 10 - --- 2 o . m g / / ° • S / '1� ie' �a' �� o a �/ ia' /8'I I/�� o° $ - ` r. Ica 1 6 6�_ I I b� I I ^ T I I I ��\, I I I T W . co I s I I I �!�1� I N Q ( �� 0 3 0 j . � r r�%�'� r � hh1. h `. So r Ihy,�1 8. t 'h \ � � I I I :: h so I l I b I I l 3 h 3 58.30 g• b� r %�/ N a 6 _ ��1 b �. G� s'� 57.63 51.53 - - .. 58�, - ---- _ --- --- -- .3 �, .^ _. _..._ -- .- _ - �, -- _ --- ,' i 3 � � '- - -;l I --- - .____- ---- ---- \ - _ 1• - 4 �9 I ` Q .I 4 0 3 _ 11 �IN ti h h0 B �h4 7 _ O y 1 h b h $ _r h �r tp i h 17 % .{.. . 1 � 4e _ W I II - - � 1 � ) o, 8 I � a 69 � 's Z - 5A S I w ll �. � 8 I I I � IJ � 0A � � I II II I! . o � m I 1. II I1 1. I11 Iii a o a o (3 . III CURVE DATA V I �1 I 72 73 � 7-0 7S 76 77 '0 78 79 80 8/ �, 82 83 .84 8S � II i I . d•/7°56 0/ (� 1 40cto S.Cb.R.,282' t-88.27' a I I I) . I I I I -- 1 I 11 (I Ill A<d_ .Wl 1410. 6 CURVE DATA • d; 9°38'54" Cb.R=318' L•53.55' at ,� �� CURB RET. DATA 0.1 N 01• I. �- ^0 O/1/O C Tf Sr.P�'kS T d=90 00 00 . ��� R-20' L-3142' CURB RET. DATA CURB RET. DATA 4.84°17'24" • d•88013'45" h R• 20' L-29.42' R- 20' L-30.80' T=/8./0' To 19.99' - - s" s� CON57XVIe/CT/ON•/YQTE'S �� ' . . . . czt��r-cr ca,e,&,e1W,9arrE.P PE,Psrn Mo !is 1CAlE / _ �O ' .I - . O e-01V!i77",Pl/CT .5/1,n!F W& OE.PST17,.,V, /09 7YpE ;8- G, 0 ' . . 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Y . _ �_- . r . /` .r. • . 1 . . � /� f ' . - - � / 3�oa �� Flt//S/� S!/iPF.4CE OYE•P - � 3 TO.�iN A N • I .P v •-O.1S99O 43 27 C. VJP,Q 43 y27 N _ FS n W ti x pe r >5 I� Q� * � +\ � � \ ` �. �• �\ ?. 4J � - PI. 55.24 � � ; �M n n � >\ � �' � ,. - l9 �, �b• � � 9 STO.�it�! ��P,4/rt/ �iPOF/L�" b� t F „ o h h ti V i O C 1170 r Rl=54.22 Ems!/ST ;G.K71/iC/O zoo vc � x u o. v � � o dp'e7 • cr O ; `t p Xi lsi v, V• \ b• � � � TOS of E Ct/.PB ` -, ti \ ti M ti !4• �- Q 0.40 O ti U �• 'Yi 0 / V ti � � ti ti h b . x •� S � ^ C ti n b - - • h • , � n . n n � � M b• x h PI- 55.02 0 0 N n ti h • �c f : : W • 0 !/70 f�,PT/,QL YC • Q` r o h cn r co IRl 34.00 1,990 rrZI y � � a � \ \ W a,410 o h a D ti Qa xti � n 0 ^ : - - Q / .�� h N 4 //70 1/r0 i PI-54 22 E.Y/ST G.�GY/�f/O t� - � `t! iP !-Y • j 0.40 % ni Q tn 4 o • . osr ti �/ZE .fC 2fy oZZ Y . riso 8 7 � s' s' Ile 4 5 Exis -e r' W.4LZ ALL C. tPA. TU BE /4 GA. c L FULL ASPKALT SPL//V- REMOVE E,�/STYi h�lLL L 11VED e , CURB RET. L34 TA CURB RET. DATA CaYfP.�. _ 'E'RECoiYSr.PLCT AS • i r — • i " _ SHOWN WEST R/W j R.20' L Z 26' R- 205 L X 28' - f/ELLMAiV AYE \ T-17 07 T= 21.91 _ .fe ad, - /'�r ¢p' 77 .1 P/PE TO F/T FLUSH CURVE DATA r _ DETAIL �C ~� + M .-;V fN�IERNA�RD/A/O CMA/rY I - g d /8 51 50 .5cA�E i 4 0 5EYd/1r ST o _ _09A/NAGE EASEMENT E.Cb.,f-308 L tOl.4 - Q I I mMr Tj n Hw o (,43 I 0 � I CURVE DATA a= a*35'04- 4 l O ' , 1 70 E. CLQ. R•308' L= � /5 �c• \ �� � • '<. � �� d p � � G s _ '� _ 3 Z � ha',��'� � t;�' I � 5.B.C.F.CO. STO.PiY! i � c �•. •� 9 �2'' � � 6 "t' 4- titi h ^a / In 3 5 SEE L�TW/L B - `'s o I I CC7R6 RET. L44TA k- V t - CU.PB .PET. Q�tTA ��' Q� r " a »>III v a 000,00 hy. h .i d 9C) 00 OV' i 2ET�/L " I ( �` III �' RP r ZO' L =3/.42' R - 20 L _3/.42 m h a o � I IIi oW 17 X$ _ /9 ZO N III I ( ( � � v 04 11 I k ` ; CURVE DATA (it INT.-TR.BRDY f CURVP DATA (8.0- ¢INT) f�ONOCTl ST , , G=/60/6'57" A- 26 °14'Z4" v 0 I R--290' L=82.4/ R- 290' L- 132.81' ge• I CURVE' DATA h/= ell 4=42°31'20" 7' 2' W. Cb. R-272' L-201.87' I - f R--290' L=215.22 T-112.84' ` CONSTRUCTION NOTES O/ IOiV.�T.�IJCl"CU .d/i27 Gt/TTE.P pE.Ps7.D /1�7 /JS 10 Cu7V5TRUCT TYPE ' T"' CATCH BASIN FER� 58.0M7 STD. NIC. 206 WITH STEEL PLATF PFR ' S.B.C.T.D. STD. ND. 206 AND LOCAL DEPRESSION PER S.B.C.T.D. STD. NO. 203 w W-2/' V=AS SMOWN 0 �'OiV.ST,PUCT S'iOQY,GL.� ,�,p sr0. � /09 TYPE' B © Q , j 11 CONSTRUCT CLEAN OUT PER STD. Z08./ X=4.0'Y.,q.0% V- 4.D' a --- 4 E'T-4/L ,� PIPE. A - 73`Z:5'63 NO SG'AL E NO sc.4LE 3O Eo,Y57-,Putt C.PO.s.S' GC/rTE.P fE.P S» ,Vd „9. ��,.CIEQ ,�S S.YOW/Y ® roNsr,Pvcr Wf/EEG G.�/,G/P .QdHI.o P ,S>v /io MCCUTCHAN Ek ASSOCIATES, INC. If i f) =I)OK REF. «_ a. r_ ; ..._ _.. cgs TRACT NO 9274 2100 E FOOTHILL BLVD. fi�•is.��= ' 2 Revised Cc���, 4a�in. Glt.no»t s - t oiYsT.eLycT .9/�.P.P/C,OL7E PE.P s7,o. Ale -5os �3o_sQ a_ � �� g x , R D 1�, Z I , y PASADENA , CALIF. (213) 681-2373 _ _. STREET I MPROV EM t PLAN ROAD EN i ® �O.P,oiJYEit�1E�'T .4N0 E.�O.SE .PEgU/.PE.YIE/VT3 S'E'E GE/1�E.e�,dl ATE /✓O- � ., ,., .. . __ �__. ...._,Y I(M�c. 6i �.,�„_. _ - ' f O ,PEMOYE E,rr�T cd,PB , CONST,cU,P9s 6a/TTE.P ,oE,P STIJ..S _T _ .¢. - AV E N t DA C A S T R 0 FILE NO � ,.w ..� �_ _ _,._....�–.:�.._..� -,4v� t j C Ljtt����f:id k "��3 ��� No ® .PE�f4IOdE E,?/S'T .eC �s�YE�l�1Eil/T�CI�'VsT QC PDI�E,f�IE�!/T .�E•P TY/? sEC�"/Ow 3f/T_ I RCE 98 9 O �""T'���" t Iy tee ' _ 3 O9 .PE.v14liE. E.1'/ST D.P/vE�f/�J!/.O/YO EOiY.ST. 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Q b h9 E E: y1 I y1$�3il_ 3 ! 0 r` -.,;"-<>-G> i II _ 4• I CO `103 � . � I-.--- I � __ 1. �J I e� . 2 IIA � , 509 I v V W W III R III � N' IIS0. N �� 4S .!la 47 IA8 4r9 o CURB RET DATA A s 90°00'00" . ,. R-20' L-31-42' L/O/1 STi4EE'T . c�owsr,Pucr1ow fyor�s . ( ea"_7, e1/CT CU.PB.DAV GY/7725e,oE.P-9- , /lam t/6 20 Ct7iY✓7MrIer S/�fYe&.t f�.P STO.� ,V,9 T!%o�'.?- • . Fo.P .4�YEiY1E/V7• d.45E .CLW IJl-ewfEv7sr sEE GEN"x-dz JYOT0IDD . .. , ,., _.. . -.v . .. , - _ _. _ . O 4 % _ x , :_r _ _ . _, ! Ie� OC�K t _ 1i' G IN, McCUTCHAN Ek ASSOCIATES , INC:. . , . COUNTY OF SAN BERNA€ DINO �__ .= - TRACT NO. 9274 : 2100 E FOOTHILL BLVD ROAD 1.� T" IT { GAb N0. PASADENA, CALIF, (213) 681. 2373 - - STREET IMPROVEMENT PLAN µ DESI(►'Ee BY JkAvtN 8e �mlCME;! 8i APPROVED 61 - 1. LION STREET F'� � "° i L SVRmlTTtD er Q� eoe - ASST CUE1t�TY E NGk ROADS OAT E I I . — 1��Aez'�Zl"__--- - RCE 9890It RCccu►}rwEn, AP.'' rF, _ W�., _5-9- -91-- i 7 GATE I. t a ' �a",PK REVISIONS APf R Dt1%E Asst Ro y c,, eriss�or TA_e4cR 7,47E )44_�" -d ,r SHEET Jam' of 7 - , . . el : • I i { s j(W t S71 { j 2 F s P UND L Q t I 3 Bt7' A414 4 : j h t h V44 A14E41 all n n• i (G n r � n n Cu F 0 040 W L=3/.42 I / M til04 O d {r N O V tj% >Id O Z'o'7 OF /YCU.PB - V m o rn p EXIST. E. TOP m _ E.?'/ T G.P4U/ _. m a, !/70 iiio m a✓� �, �, -� �;z o o �, of CURB z• o //60 W h h * ^ N ,P W N . / _ - 0 _ n - lt'1 Q , h a so Y _ : IC) c 0 - ti 0 0 B5 a = 7/.O/ I. 0 ll s 0 s + a i - : � 3 0 i E , o L io . j XIST wD E 0 . TOP OF E. 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N Cb R=222'L=9ro•45' G3 �2 �O II I T2 o W z Q c; I 11 3o' .3o m ma w W ia' IR' o h Ib ����h a � \ 'y92\ \ i•''$ � N �!1 b� �' �� I � o g �`h' (D/ h A 1 \\ o 1p.1 pit 22 Y� 9}.1 �' �b '31� /// �- ��'►� � ¢ ,�. 0 ^ •O � = 1y 9 10 i Z D�YO/1/ L I I I 1 \ _ \ \ / V W � � To 4i l03 70 7/ 1 _ r2 32 cal ( I • \ 1 ! i �l 11 I I I I II I I � �I CURVE DATA . CURE 4A " JEE -rll iv0. 7 CURJ3 RET. DATA d=12'/2'52' cA•yT,4D 5 Cb A,- 178 L•74.70 'd.90.00'00" N.Cb.R 3/8 L=67.79 �!VZ111/DA - ZZ0/Y i Re 20' L°3/.42' w�N1D� CURB RET DATA CUR8 RET. DATA _ 4--90a00'00" CURB RET. DATA d 12 2d- 84- 17'24' Re 20' L=33.23' R° 20' L-,31.40 R= 20' L=29.42' Ts Z1.91 T= 18.10' CURVE DATA C CURVE DATA A=26°!4'24" d= /6°04'37" Re 200' L=9/.60' IQaJ00' L° 84.19' L'd/YST•E�IJCT/O/V NOTES T-46.6 2' P 42.37' coir�sr-Pt�er c�.PB�✓rvo s�rr�.P PE.P srr�No. /mss - • . 02 cotes react sioowo�t- .�,�S7V IW X0.9 r�,o� •e" . f: FO.P .�Gl/ErylEil/T.C/YO.9GZSE .PE"QU/PE�1E/VJ-r'.�"�"E GE/!//t/OTE/Y4 4 f L E100K f E F. Al 0 N0• ® McCUTCHAN a ASSOCIATES , INC. RE7 COUNTY OF SAN E'F-P,�II!PDIN0 TRACT N0. 92 74 © CON5T BLOCK WALL PER TRACT 9274 GRADING AND PER/METER WALL PLAN5. - 2100 E FOOTHILL BLVD. " .a _- _ _ ROAD DEPARTMENT PASADENA, CALIF._ (213) 681-2373 ' ---�-� STREET IMPROVEMENT PLAN kOAD NO ® CONSTRUCT SIDEWALK PER STD. NO. /09 TYPE 11C". E., '+:c„ eY ^Lt*: s. [cr. e, . APPF?0`'E*f, fly ^ AVENIDA LEON (D REMOVE EX/ST1NG A.C, PAVEMENT E CONST• A.C.PAVEME'MT PER TM SECTION S1•/T 1. s `SUet�ITtED BY ,L• � ..G-Df p,�T COUNTY RCE 9890 - _ eEta!rME«oet /aE ti oA.E DEVON STREET ..No, 599 E REMOVE EXISTING CURB i CONST• CURB 0. GUTTER PER STD. 113• A , DATE ___ - , •' - SH�CT of 0-4-0-7- REMOVE EXISTING DRIVEWAY AND CONST. DRIVEWAY PER STD. 128. // ".-F_��K kEYIStC�NS APPR t)ATE asst READ coara+ss!a!�E.e'ENOR DarE i ;. , _ - - - - N < s t i f w 2 70, 3 f t u WEST O� O CU.PB ^ h Q 1/60 - //70 o' X � b 74-7 0 0 � V) m //50 )WO F/LE SCJ1E G 3 A0 6 6 7 8 _ 9 /47 // /2 /3 /4 /5 • � �� gyp,6 5E� 11 � X � Sq, o N?7JW77-7 Aa . III _ 17Z A y W IIQ _ V �• I I .�/W. 777E (WALL /ice/LL Al Q 1127' Are X-?,4,•7' 927-9 G�Ao/til,' f�rP/METE ~. �o. �. V 61 D�P,4/�V iP TIPQCT I I wA�1 PL,,e,, 45-aV5TT,GC' 7 :W �EiP�Y1? �'/rt�S�EGT/GI'V dt//L[ Ar�oLE'o0� ^ .?o .� ^ Q�, ^ 1� �} �t I I 927 SEE S//T. 3 OF 7 = oE�r• OF BU/LO/N�i g'$.4FETY, dONO/iS/6 `f//LL ,60- �5TE,� iVl;%� T//E O b ?Z' 22 6• � � N V /P' /9" Af /2' Q O ��.5 OF Tf7E5E O�PQW/it/GS 3 - PZWA1 i/7116 GL�Pl `YAG A.t/O PA.P.��YAY L.4vo5G,4�/rt/G W/GL BE , w ' ' 15 A/w r 7AIL HERON- - Z., b0 E2/ST. Z'cU@9 r- �.tisT t'Cues _ _ _ 3` t ^ - -� i 3 i� � b • Y � �/z.PDD /�s � � I) • /2"A+?GL: C!liPBf'GIlTT� Y.1.P/�J�LE CF. CU•P,B . • /voT To S'C,�LE �2" r5o 24'Ac.F NOT TO SC•DL E C'OiY,S'T,PUCT/ON �[/1JT.�'S ' O CGW.ST.PUGT /2"lrl/APB�GUTTE.P .�E�P OET�/L' !/ErPEx�l� " •• . • � ^ ' CU/Y,5'1�'liG'T s/�lEJ`tiGL.0 PE.�ST,17/YO, /09 Tl�� •G, •• - - - © Ld1l/3T,PllCT OiP45_5 _ ® L'oNsT.PI/c7" lAY�S'EEL e.:�,G/�P�P.4/y1/' FE.P s7VA'a. //&7 NOT To scaLE McCUTCHAN Ek ASSOCIATES, ING. �_ IE �>tY' alt REV �. � rY�� COUNTY OF SAN BFRNARDINO r 2100 E FOOTHILL BLVD . TRACT NO. 9274 e Q roHST,P�cT Beeaex- W.sLz SAP r,P,4CT ,9z7� c•�,4vivG,4.vo P�,rl�� �P "2Z ,Gs�f/s _ _ -- _ - R O A�D DEPARTMENT FSA TME T ROAD NO PASADENA, CALIF. ( 213) 681-2373 _., _ ' FO•P�,Dl�f..t9E�YT,G/Y0,9,ctsESPE' W'rx�FEN7'S SE"EGE .•NOTA a -4, STREET IMPROVEMENT PLAN D"F'�,G�V E Cz lit. FIL E NO. L�17 © _e - G'O/YC.PP"TE• C!/,PB-- CZ425r f•OCE l�.D•P/ES 24",40/.r sEE ZLX- /L!/FIEdrV SOP U I T T c o e r _ c o e - r " C RCE 4890 — _a _ _ a«rco�.��,tYEh,== c�Q?E HE OMAN AVENUE •�. No• 5 9 - ip CON;7 ZICT eCM5-7. 6rZI7;;-- 3 Wld SSE OET,A/L 4 F-0,E4W /) d 7 . .. 7 , ►. T : DATE k".=. rK REVISIONS AFPR �AT"E assI ROAD ca .sc�^k R-t NOR DATE . //YST/JLL CLF�AQ�/YCE /14,CI.P�E,PS PE.P .STO 3G� Z ///„ "`` E - ` ,;r � SN E E 7 o f