Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
686
i . GENE.��9L it/OTES - ALL iYO.eW.S.yALL BE OOmE /.t/ ACCO.E�,0.4NCE !y/T.5' T�i'E.sE f'L�9�t/.S ANO Tf/E . r4W ',- PN,9.Pv1,V,0 10 COUrt/TY JS XA/LOA�POS ANO SraEC/rte/C�9T/O�t/.S. ,Q/W .STiPEET MA.P.CE,P.s PEEP S/9ii/ BEiPrt/�9�P0/�/O CaeIA17Y STO. A/O. .'0,� . A1,0 .�O•f�9 ,Sh'ALL BE CO•t/.ST.PI/CTEO SLG AT E/9G'H /. 1721-5 SECT) l ov. �C� � /Z � /B ' /B' /2 ' 01� "�9T COilfi�/ET/O�t/ P�9!//NG, A /L1,yTE,P/i,►LS .PEf'O�PT .S.'/.9LL BE .3'UBy1/TTEp TO Tf,�E CO//T.PACTS / /.S� E OF 4 6.S /2.S S5 .S5 /2.S' �5'• 4 /S �QJ� `� Eit/li/NEEP OFTh'ES9�t/BE,PN�9�P0/�{/O Cdl/NTY iPOAO .OEP.9iPlti1ENT L/.ST/NG ALL Tf.Sl.S OSP DETE�PM/�I/�9T/ONS COtiIPCETEIJ TO V21510/111=yS E 2 \ .fCALE.'/`s200' ( I A .P lli9L!/E, JQkc 412r Av'4z A10 S,"PX/O EQU/!/ALE�/T Of AGG,PEGATE B�s'.SES. P #o' ` a a 22 /ovze iS'IXAvW i B. STi9B/L/rY, O/L COwTENT "'eq G S• �'� oT. !yf/E�S/ i9SF.y.9lT CDii/�'�PETE !S /�L�9CE0 OLS'/f1iF ONP W �.� !�Ei9�S(/AOL/Ly`Sl/Sry/OCFh'�C9.SO�ivy�39/LSr7S.S'UO�P/fcA"1C'/PitO/GC._ ��iV�/9T/ppel E T OPAL, _ - = Q•�,3 . Th'E .SU6-G.Pfi'OE S//ALL BE�PEPA.PEO B1' .PEi1�0!//i(/G ALL �POC.�S !yH/Cy ��POT.PU.o�' ,9d0liE' 1 I zO T/5'E .sl/BG.P�yOE /9,v0 ALL I/O/Os aleOEP•PESS/O�t/S ,Sh�9LL BE f/LLEO /Tis' ,q f/�(/E G�P.9OBO ✓/fA I c5'ipPwQ/�f Pi^ S �1.9TE�P/�9L Of A QU�9C/TY BET O TE•P Th'�9�f/ Th'E ti.9T/!/E" �L1.9TE�P/�9L. /F �95�,�1,9LT CO/tlC�PE"TE /S .• o I StG. /pg ,B Com Curb GatrP� BE PC�9cEo ,oi.�ECTLY O/vSl/�G•Pi90E SO/L STEP/L•9�f/T BE�isTE•PEo .d1� T.S�E Ei�� Fo,� UsE per stv//,s C.C. 'SWfzL Bc� UN/fO.Prt�lL f� APi�L/EL7 AT Tf/E �i9�t/UFi9C1'U�Pc�s .PECO�it-1EivOEO I TYP/CAL S�'CT/OSI/ �P.9TE fO.P TiS�E FULL �•9liEit�IENT !tom/,OTiy �,Pio.P ro •�A��.vcs. k i h � r i E,D`t//iV sT.PEET . I \ 2• v/i9 CA.P�P/L L D a 5. DEL E TED L-A 6. CO�/'ACT/ON TESTS OF Eifl.©i�JN.C�i1�1E/VT COit/ST.t�IJCT/O/V,, T�PE%i�Cf/ B9CXF/LLQ �C'O�1lP,�CT/SVG O.P/G/NAL GA:>mly/O� ANO i9LL SUB- G.PAOE.S 31/ALL BE 9TNO COST TO S,-4AI h ' I BEPNA,P,O/�t/O COU�t/TY. A !/t/�P/TT�/V ,PEPO,PT !Y/Th' THESGr COiYl�.9CT/O/V TESTS S�'1.4G L BE SUBM/TTEO TO Tf/E CONT.PACTS AO�L1/N/ST.PAT/O�t/ O/!�/s'/ON O.� Tf/E SAN BE.PN.9�Pp/NO I co�iVTY T,PANSPo.PTA rro�v o P E A,PTME/t/T FO,P /4�i�3P0l�'`JL� f'.P/O,P TO PLACE/Y/E/VT O.�B•9SE MATE•P//1 G S ANO,�O.P SU.P.�AC/NG . I e I 7 BENCH /t�IA,P,� OATH .• .a.P/J/�' B/N dt//Tf� CO!/NTY T.4lS �A.P,C�EQ 8 iYl. OiS/TC 27 %f/O,�Tf/ O� Ql ( C'L. 1,ca 1//LL .BL YO. Oma(/C L• ,BA.C�E P n. .P AYE' SPO✓BCT�voRTiy �9Ls0 I � 200';` E�-s'T OF c'L. •P.,P. d liE,P FpOTf//L L BL!/�. h � � EL EI/. /Z37..S-9 S'�IN BE•P�t/A.PO/NO CO. B./Yl. NO. /970 0 � I dove Q0 SA,v BE.PN.4,e0/t/d L .PoAO �c�f � - _ c�•vsr,�U�r/o/v worEs ,NE�� O C?9NST,pt/CT C�/,PB �GUTTE.C� F�E� STD NO. //S' S� CO�t C5'T,P!/CT S/OEI�YAL.�C P�"•P STO. !09 TYPE y8 lot rR c J�� 5i8 � C'Y�iV.ST.E'!�'7"!�l/iyEEL CH.t/.C� ,PAiGlP P�.P STO rva /io , ® COit/STUCT BA.P2/CAGE PE.P STO. NO. .�O.S Q CON5TRUCT 0.21' A.C. PAVEMENT ON 0.33'AGG. 9A5F 0 b h A.P,pow ,PovTE I//C/N/TY SAP Sc�IGE.• /"=/300 McCUTCHAN a ASSOCIATES , INC. FIELD BOOK REF. COUNTY OF SAN BERNARDINO W,0. NO. 2100 E. FOOTHILL BLVD. ROAD DEPARTMENT TRACT N0 . 9518 j: PASAD ENA, CALIF. (213) 681-2373 ROAD No. y, DESIGNED BY DRAWN BY CHECKED BY APPROVED BY STREET IMPROVEMENT PLAN If 0 /1� C.D.E FILE N0. R.C.E 9890 SUBMITTED 8Y ` ASST.COUNTY ENGR. ROADS DATE TITLE SHEET IVC• RECOMMENDED/APPR>>OVppEDD.�BY rzw 23. 1977 DATE 0 01 LETEO GENE RA1 NOtE 5 Ct1AN�iEO CDNSZ.r101E 5 3• t? 1 �+"`'�"""'� S'6' �� MARK REVISIONS APPR. DATE ASST. ROAD COMMISSIONER ENGR. DATE COUNTY ENGINEER DATE SHEET 1 Of I i N N i= pp 1 80 X15T. C7170wo 69 mi it/w, C!� l GOU W , U : o _ TOP OF WEST CURB t9 N t� N L. m 22.40 O c co - i u) c' N I O N ,� I -ONCB. O N aD d M O N - N X N -^'' CT _ cu d ee i t9 • + cri �-� N �d d N - 19.B2 NOFN - - - t�1 - P 15 D _ N �, _ ,- ON CB. I /o !- - N _ t { '�0�01 R-0:5100% N N d 1* N N .1 q �r y�N N - N �� O /4 11T3 O O $ O " QN �" cam► .� to a W U - y4 O O O Rs 1. it .� TOP bf EST CURB °�4 yr r— O 0- d . O v o o p O g 8 p 410x — c� r 0o .. v N —oc �-'� c3 M r W `y O t1 ±t►, } + O O O St r— .ri v R 0"0°4 _ N t9 V CO u u V V O a + 8 N D N C• N •� • In - + O Z O t - on QD IlJ _ UJ 2 OC - N 4 O _ _ �9 cD a fn O + fb A o D _ t9 N N _ 12 O 17-40 _ 1240 y _ z _ r r-� i 1230 _ N N N i230 4 R 3 u� 8a V.C. __ .,. + d v 1240 N - 6 0: tri 31.42' ►- cD �j to + L - u r ./' N - ON OFR C11R6 N N � SOP ORTH `�' aw CB. c• m + p om o � � = + r F- G` _. t 1 w O DE o _ - -• 15 6ROL1130 '� + � GRA � - +� >A t9 - �-- tA O ui in t� m crf _ i x to U O N O W O + + z Or O v u r +� N d d _c� c� p /� c9 O r o t� j N N - d d cn [� _ _ E Lr. F N X S v — — �i \ !e + R1 tfj — — N N wo q N Z fn N d �d1 ; O _ _ �,– s o R 0.500x o – .250 _. 1. _ o o / - o �¢ o051 o w oS a d N _ GRADE _ �, - O 0 tj 8 R= — N -� a o ° c3 ° 0 d o ai ° S 8 1410% - �' - o .� H � o d c 0 8 - 3 O u �.�' _ r y c r u) m F: m di 8 c� _ 0 U) r O - - cQi 0) N z a0 M - + + + m + O Z m �to r - cu N O . � N 2 �•� O U W N erJ _ O O 0 © p -*' N GRADE _ �O Wco 1 C! _ cd fft iG�F — �4C)cu 24Q Z G 12313 m o, N N 12.30 °. O ,� O _ _ 1 SOW. z 1240 coQj N - �. _ Q ° N m O _ cam► N w _ Q' - - N ci c6 u - N + 1 1 'V.C. ,�. r- w - - v O` a Q` + In 41. l 43.Sl o la r EXIT. GRQUNO E iZf W 1 _ , f _ Lon! CD m w � -- ci N r- 7 r i H t9 TOP OF EAST CURB O ' I- o ! m N U � + _ RL t; ' N N 0 00 EAST. GROLIN� R1W Q1 + C� m CD m 0 m r N c7i cn 1 +n � Q. cD co u) N tl�•, t.`1 g _ - O x + Q r u) n. N u1 CD p w + r; N CO O N N N en t9 r 50.00 vC. /' o _ # �, / _ _ N N M �; �i + + N _ N - - N d N N d d Z _ cri N N _ N N Ori t"+ N _ - - - O - Co N P. I. 29. Z /s F tt N _ -.. t9 a) N O 4 d N N - N Z - - N z Z - N (�^ N R• �' d F - N - XI,5T EF t 50 b _ a t9 N ` p /4 , d RB — �4 �4 /4 2� O O �4 °/4 a 414 4 R=1.47(3•/. OP OF EAS CU t9 ej m -;�-'� _i T T �,� �4 -' '�� a v O 0 O �4 a � N N d g _ _ _ v m r 0 vum N o�p �Ot' + ? O Or O m m o di c7 ��j 8 �= r p a= — F- °; ap O . .tL _ + + O u) ' in Ir o & + o N , } „ iet3 W .e cn u i + m + ui tj Z h V O M u t9 u t9 m z. + m 4 N N - 1230 - ICr� 3. - - 1240 12 1240 - IZ30 - cr . rr � -�-� a.- In � - � : , : � ?1Y o 0 0 0 _ � � .Q � N m N - °� u m + m 31.42' wr $t.4z 314Z' - N N N v en v .. o• c? + w N _ ON CB. ON C.B. ON CB. tt1 u� a, Q' cn r Top Of,5011ZH CuR'6 - • z r m N H O N OD a cn 0 v O to k ao + w r O I O 111 + m ,- 0 + 31.42' O on curb I - hRC�F LE SCALE '. HORIZ. ' i 40 .• : VERT. I"= 4' _ G 7 - g 9 IO it - 12 I WEST - O - EAST I 2 3 - TRACT BOUNDARY _ CURB RETURN DATA \\\ \\\\ Q d=90°00'00" \ + ~ " R=2o7.2 L=31.42' ' \ \ \� L z VIA CARRILLO _1�AIVE Y PLAN SCALE : 1 = 40 T=20.00' t� rn c' \ \\ � �.� � 0 V u Sac z� i Z 3 4 5 6 T 8 c'� < m � 9 10 11 12 13 � o � 44 � dt �I z � e tr k C k� r \\ < ` p h � Q � 0 /' 40 fitcr ] _ w I Z 5 I \ N F 0 � H� I 2 5 f CO - Z N N � - \ c p N ._ _ n \\ v \ ay q0 o \\ _ p L J ^ RZ toa `�� t9 _� \�^ `� p / '' ,-I Aq-Z8 y aha t9 - co 'A. 4 o ' _ a a �- \ Z \ tA1 2 a a - _ \Zy�. tee. \te. \��q. \ti+P \�� \y •� \z _ ,,•• k � •Q N I \y i \y S I \\ 4 Q N LR /k ��\\ O + /�T`3� ��� ••t• "� N * N I \ 1"' •�C O I 2 6. O \ \\ 2"GA5 MAIN 3 L- -i 9 I 2 II O j \ SO.CAL.GAS CO. *°, �� al cr + l� }� U u u Iro O �\\ �2 �/ Q CURB RETURN DATA c1 u L j W m w m F A \ d=90°00'OO" w 24 23 �, N 22 21 20 19 18 17 �+ R-20.00 L=31.42 8 ,�' o ui I6 15 14 Io Q I O v tp N \\ �$ 4 oC T=20.00' O V O Q �� v 2' t9 D I I Irl °' t9 t9 1- ui CURB RETURN DATA `0 e ,� O O 8 2 + Z N u) + N d- 90 00'00" >> O co 0 +) r + R--20.00' L-31.42-' � Qs h L mj0 O +O Ln N�++ N 0 I I N + i- T=20.00' \\ • / + CURB RETURN DATA CURB RETURN DATA °D r� c9 t- \'Z \,, a'� % ` h `" � C 0 * O d-40°00'00" d=90°00'00" F_ i 0 R-20.00' L=31.4?-' R- 20.00 Ls 31.42 u Qr uv t T= 20.00' -r=20.00 q I EDWIN STREET ��` so• / _, a CURVE DATA CURVE DATA CURVE DATA �� II 4=04°OI'40" d= 04°02'00" d= 29°15'04" - GO \` /.5.. �@ CURVE DATA W CURB R= 2 82' L- 19.82' T= W CURB Rt 318' L= Z2.40' T * W CUR R - 8z' L - 41.SG' T- t R • 300' L= 21.13' T= 10.55' Q R= 300' L- 21.13' To IO.ST' R - 100 L = 51.05' T= 26.10' fie• tt W, CURB R= 82' L- 41.8G' T= N E. CURB R = 318' L= 19.BG' T= E. CURB. R- 2B2' L- 19.86' T . E. CURB R = 118' L = GO.24' T= \� // k R= 100' L• 51.05' T= 26.10' E. CURB R. 118' L- 60.24' T= O CONSTRUCT CURB AND GUTTER PER STD. NO. 115 " " °ti RAF O CONSTRUCT SIDEWALK PER STD. NO. 109 TYPE B 1� CONSTRUCT WHEEL CHAIR RAMP PER STD. Na.110 - qO CONSTRUCT BARRICADE PER STD. NO. 305 4 305 A. Mc CUTCHA N a ASSOCIATES , INC. FIELD BOOK REF COUNTY OF SAN BERMARUINO W. U NO. 2100 E. FOOTHILL BLVD. A TRACT NO. 9518 ,® O CONSTRUCT 0.21' A.0 PAVCMEty� ON 0.33' AG6. BASE PASADENA, CALIF. (213) 681-2373 �` _ R VAD D F PA RTM F N T • -- fs!e4r,r, 6! „f:,cl 61 :nEcKll' 0; )VED BY STREET IMPROVEMENT PLANAPO } x N F I LJ NO {CHANCED coNsrR. Non 5 � ;1( SUBkITTED BY-a-Q� 4 �cI E cY EDWIN STREET �8 /L\ _J _ �.- -� !!S_ COUNTY E NGR-ROADS DATE R.C.E `9890 REV.GnMej0NNIACARRil�01%.T?lwrA AE.ItE.tl�R{. ReeoMulNPft}� F�F:vt� _ Q' ' IFE . E�oc,�rE a,9�,��cAoEgSC� s.c•�� VIA CARILLO LANE 0.22, 9�7 DATE _.____...�_–._..._..___ .. _ . _ ___ _ - . '-` Rf.Y!{al,�F. 't; [?l�? ASS1 k@RQ COYIr c ..a� D#71 COUNTY E* rrt�FFR DhT� CH ET � 2 o f �