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HomeMy WebLinkAbout687 t2rw GENERAL NOT E5 I. hit WORK SHAtI BE DONE IN ACCORDANCE WITH THESE PLANS ANO THE W SERNAR0140 COUNTY 30' 30' STAN1bAR05 ANO SPECIF 1CAT IONS. 12' 16' I8' 12' 2. 51REET MARKERS PER SAN aERNARDINO COUNTY STD. N0. 303 AND 503-N SHALL 8E CON51RUCTED 1.5d' �.5' 12.5 Sb' a5 12.5 6.5 4' 1.5' AT EACH INTERSECTION . ON1 TIRE S. ENGINEER OF TNO SAN bt1z%NJpt RDMNO COUNTYINLs RROAD D PARTMM BUSTING ALTim 10 L I ST5 OROE_s TERMINATIONS COMPLETED TO VERIFY " ' "v // S'114"PER FT. QP`\��c, `���✓ ° Q LEVE LINE 5a4 5.11 " PER ,o, b- S A61L%",OIL CONZENTI ND SI VEAn spNANAL`(5 5 M ASPH >Z ARSURFA C GES : r 2/� Qcao• :•. a 4. WHEN ASPHALT CONCRETE 15 PLACED ON NATIVE SOIL WHICH CONSIST5 OF A ROCKY MIITERIAL,THE 9/ ����� 5U8-GRADE 3HALL BE PREPARED 8Y REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE gU8- �ov / a GRADE AND ALL VOIDS OR DEPRESSIONS 3HALL BE FILLED WITH A frINE GRADED MATERIAL OF t00, � A QUWT`( BETTER THAN THE NATIVE MATERIAL . IF ASPHALT CONCRETE 1510 bE PLACED 01RECTLY ON wbGRADE , A 501L STER\tN%I I REGI51ERED w THE E.PA. FOR USE UNDER A.C. AND P.C.C. �P 1 1 }R�cAtzDo o�^� SHALL bE UNIFORMLY APPLIED AT IIAE MANUFACTURES RECOMMENDED RATE FOR THE FULL PAVEMENT w1DTN PRIOR TO PAVING . 1 COMET STREET Q 5. DEtEZEO 6. gENCHMARK DATA: DRIVE PIR WITH COUNTY SURVEY TAG MMMO B.M. ON I.C. TV HORN OF I I ; FERNLEA _ OR1VE FOOTHILL BLVD. ON 46- BAKER AVE. PROJECT NORTH A150 200`t EAST OF 4 R.R. OVER FOOTHILL BLVD. s I ELEV. 1231. 59 SAN BERNARDINO COUNTY 13•M. 1910 COMPACTION TESTS OF EMBANKMENT CONSTRUCTION , TRENCH BACKFILL , COMPACTING ORIGINAL 12' IV 16 12' GROUND AND ALL SUB-GRAOE5 SHALL BF PERFORMED Al NO COST TO 5AN 6ERNAR01N0 COUNTY . 1.5' 4' 6.5' 12.5 5.5' 5.5 12.5 6.5 4' 1.5 A WRITTEN REPORT WITH THF-5t COMPACTION TESTS SHALL BE SU6M1TTE0 TO THE CNAIRACIS a ADMINISTRATION DN1510N OF THE SAN BERNARDMO COUNTY TRANSPORTATION OEPARTMMY I I FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIAt5 K%bj OR SURFACING . z 0 0 r ce •� a I •• -: 5 114•PER FT LEVEL LINE .X14"PER p�: ooe ( i o. ARRbW ROUTE 3 I B I 3 V l A C ARRILUT -_L AIVE FER%l_EAF DRIVE INDEX MAP Aw SME: V, 200' CONS \ TRUCTI0NN0TES OI CONSTRUCT CURB AND GUTTER PER STD. 140. 115 4' �•`'• O2 CONSTRUCT CURB AND GUTTER PER STD. %0. 116 O CONSTRUCT S1DEW ALK PER STD. N0. 109 TYPE "B" ® CONSTRUCT 510EWALK PER STD. N0. 120 Z Z Q5 CONST RUCT CROSS GUTTER PER 51D. NO. 119 © CONSTRUCT WHEEL CHAIR RAMP PER STD. N0. 110 lO CONSTRUCT 6ARRICADE PER SID. %0. 305"4 305 A =114" PER FT. O.t6� Q05' O.IroLINE 3=IIA' �R e L o :.•. ©_ CONS RUCT 0.21' ASPKALI CONCREit PP,VFMENT OIC 0.3� A.G.G. $ASE . ---_ SAN BERNAROINO ROAD _ 4 2 8 2 4 a RICARDO DRIVE Q. W N VICINITY MAP SCALE 1"° 500' • McGUTGHAN 8i ASSOCIATES, INC . I FAJElD BOCK FEV A r J. �_�..,. ., .� _.., , . _ _. et T `� ,� _ NTRACT NO . 9519 2100 E. FOOTHILL BLVD ., PASADENA, CALIFF L t . ( 13) 681-2373 �. _ I I STREET IMPROVEMENT PL ' AN ty —cec TITLE SHEET No, R.C.E.98 90 :. ARCH /S, /9 77 Mal f—D SVU. �NOTE b t CRMNGEO WAST.NOTE 8 . .13` s' c 1 1 _ ----- --��-- �F�E I'T o� DATE .• R E Cr � f a-r� pr?s �a f t I _I 4 6, .. .. t ..•_.__ .. _...,_. _. ..... _..._....._ _ _ _ p o � o A _ A f .. .... ��� �?t,Zr spa •�'v'v r., 6+5'®.Co9 �1226.33� SR.6oRY.� �otN - .. _,._. . . . ., ._. _ -_ ?R.BOK'(. Cb. 30114 6+64.55 (1226 45) �otN 6+12.44 1226•-t5 6+12.44. (1221.12) 6+10,41 iR 60R'f. C.lo,_,.- 60�85 S�>� 6'6 Pz� -NNT� I.C. B.C. talc 1221.19 6+12.44 B.C. �p0�1. t6• �s 2c S Tc g c .q7s gci•Qo� zc.o c. F - - - R=3.000'1..0. 4c `�R=4l.000x R3.000�orffc; • 6t 95.51 1221.44 . 6i 95.51 1221.3 _... ._ 1221.88 Co+95.5 5.14' C. Tri ..4�-4 +16,51 122T. rs 0 1{15.51 1221.9`..._ 228•al 'ItI5.Fs1� it 3 .51 E.G. SQ$ 1 35 51 122>3.34, oa Z+55.51 1225.1% +228.18 1+35. 1 0� E.V.C. E.Cc_ p O�pl ' _._. ... • rg� l Me. O.C.R _ S� a 4 1AM34 B,C.R• 14 55.04 1 29.13: 1+86.04 1229:01 -n3 :,!A 1229.29 p 1229.52 .,... _... . .. .._ A ` 2 ?9 I?9�9 ?e�C 0 6 N, r r a vo rn o I �< I 9t 26.04¢IN'i. 6+26.Oa 1229.Co4 z I ?9 ?9�a ; C.R. 1230.21 41NT. cnlC- T a? r9�F jc c�3 -s . . - l2 30.14 - `9� Gn,Lo N 1230.18 _ j 6 Bt 64.04 E,c,R. : $ 8+04.04 Or I'M 11 M4.04 4.04 1230?24 E.C.R. stl(&04 t.C.le _ PLO C? - 9+00.00 1230.81 9+oo-o0 1230.15 1231.25 9.400.00 G 9. G.B. Nqp r Lp Q i 6 .. rn • M .f\ p. r� o -- 4' O � I N D to165:00 12M.0111- „ _ z o z 7Ov2 _ � N •� y ..:. �- IMMICA 141 5:00 1234.3 '.....'10184.00 _ 1234.._ g cp 3B V n i, t 01.210ENICALoN 1 cn 'J =� A _u'- M015.1co _ 5.C.R•11105AG 1234.89-3"CF. 11+01 AG 1234.M 12'5.33 11+08.2 0 _ _ 1235.33 11+08.26 W r 0 �� .�•.: ,�s9, � ,pe 1235.04-•t�h"c.f__ - ca►c. I - . . , �-- � n 7p - -• -•-• : - .?�•c. 70 3 w -.e '° _ . _ . 1)ENIICAL _ .. m m r, F� 1235.26-ZCF Lp r m n r'. �' 1235.50-f.'k'C_F _ ..... u r' 1235.13-6"C.F -'� r�i - p w s R�. 11+4G.2fo 41NT. �a w _ 11+46.2 •1235.58 . `�, w Z c a.C.Q. 1236.10.6"C F.'. INt. talc. _ :... _.. :...._ • o m as��rc '�, ,�� '�s��r� o_�'� 1236.05-6Mz"C F. IltG2.aG B.C. - ° rn o / 1236.40 Mr-62B.' , ,_... ' C2 _ 62.86 35 _ ._ . .. ,- .w. . , ^,.......,.. . .. 70 4, r cr a w : . B.C. talc. B.C. � ac 1236.01.1"t� • F C ,�S3z ,�S Qe 1236.15-142"C F E.0 6.2 w - li 91 3 ,• it �=ril 11+19.91 E.CR• 3g �? Cdlc. �"• �, •: s•3o ..., . .. R■1.960y.odd ° / r r, 11199.44 1236.68 1+99.44 123co.6 „__.. _ 121.12 11+99.44 9 : s 12+19.44 1231.11 o� 12+19.44 1231.05 211 - -- - - _ _.____. 1231.55 1 9.44 Lo �p w�� 9 1. 9 z CA! o a 9 31.5 0. a' 12}39.44 1231.61 12139.4 4 1231.55 1238.05 12+ 9.44 _ _ 0 iv � c�! �'�. 376r FS S r E.C. 1 E.V.C. E.C.17� �F` W _ oS �P4 p O 13 • � � lel '_ •.. �0 cd\ � ._ _._ _ \ _ _ _ _, . .. .-. . . , . . ... 13+05.05 1239.31 ,� 13+05.05 1239.31.._ "::_.__.. . {239.81 13+05.05 _ D� w QI. CAIC. _.... . A1C, 4x.33 13125.05 1239.5913+25.05 123985 . .. .. � 1240.38 13.1 5.05 _ __ F 4.4 1g�F`r�, / l _ talc 1 •` _ vi t 39 T,F� / e.c.R.= 13145.05 12ao.3$' : - i'�t 4505 1240.39 , _` , Izal.00 13+a46 s� ti / o �e 1240.01 MiC. _.. __ ._- 14A1.29 y ao y, v _.. 4 o A � l .25 • _.__._ 13t6�o.55 1?Q0.91 ..- __.�� ._.._. 1?A1.51 i� 1241.80 o o r N\ `d\ _ _ C. 1 .56 ' I \ 0241.95 S" 5.5. 1 JOtN _. �o s - _ % 0 t z i goy r f ? Iz S• • "� ' z z O _ 0 �• 3 4 o 00000 , S 1 O O p n r- n c:p ..._. _ tJ4 cf4 s A 7d 70 7D 70 U1 } C G G Gcz I _ cn �I ;p rorn n -c ;Qv ro rn -, �, o d r 0 rnry Z c!' O _ _► = cr _. fri Z c0 _ o; _ rn W CA Z 3x O jrnrl rn QD Q -ial � N _ 4 , W Co - _ t - t w � EiS GRUND 0 RW - - VAT 1 I A' on curb _ Y _ to - EX15t. GKDUND IFN.09 co R1W - - - d I F 3 - - ti O p i t9 p t9 O , C - m A _to N �OF it4RTH is tsi .a Ot CURB o R .r d O . N t- Q v � QQ -r Y � a -1470% i u QJ N -r- � m r �`' N rto o� o { t N o t — R=0. . o , R b,800� • R 0•� a �a �e °1a , 4 , R 7 7 g cp N d N i t O N - al•1 r g v N { rn1155 _ 0 24 y d' N 1240 _ �q �g `9 `chi N c' N d TOP Of NORTH CURB — f 10 � m to t� toto N N �i - 1 N Eft 5 G ND 1�W • � , •_- - 0 ; I , , , , i n i : 1 _ EX15T` GROUNDS� I + i , ! j I 4 { " : : RA tl cJ to Q� - lQ V` t9 : t.9 e 33 aD a N `� Rz 1. .` N - 9 0 t9 4 0 d iv-o"9 u, �j ? N w N u aDc9 s N �� v - n� — 7 it7 to t� � O r� to N d e O Q V to c�• to N— fko.' 470 00 0i 0 IR.0. �.r - '. N N <. - - - 5 o o Axl alr °� 1235 _ _ . _ o 1230 N),; ;s89 GRoulxO o _ 240 .� N - - - N t. GRADE 1240 o > rn �`'� .i -r Q Z c9 i N 9 W N r� c- u+ d of N N yD cam+aj � t �. + -� '" x 8 2 0 o - N ..-e — _1:XtSI.GROUND � oc � $ !�' �,to td�o o TOP 4T SOUTH B V.C. • _ q0 40 V.C. Q1.•1236.36 1 P • 1241.53 Ex�sT.GROM�S.m , d0 V.0 r •-� . , N � O - on111 Y W 13T Is" CUM La v r a9 L9 N � �. N N r _L • �Q 7�y° ._. v o N dd i" O r - _ CO - ao r ' v �' C,, _ - c9 Q m N _ c.,, rel N � tT N — - � � � _, N N _ uun 4) N - 0.50 • cgj to N - N_ N =' - c9 �g f N N - N N N _ 1 1235 — O O �23�J 1240 �r LO 03 N ' . .. . . 1240 � p p O 7d m --d et N N d 4 a7 ! g OL - - u N - 8 ocCi ,- ac +,; °C .r OP 5MI RB EX15T GROUND 5.RiY�I _ �- c6 �; v T OF 41 CU d� o @ is m m u, o a EXIT.GRDUt1DR11N i p< , 31.42 E RUILE SCALE P , on Curb HOR1Z. i"= 40' rb n on cu { o curb SA VER 1 4 : on curb • 0��� b by• e?'p° cm M. Wh 6 R:900.0000", CURB "T'5AtA 5LL tk]L� ' 1� i • R•20 L=2413' , � , 0 b Ts 11.84' 3 3 f �F a' PLAN SCALE r=40 Lr 1.5' 1. ' PLAN SCALE 1"=40• I PLAN scALE 1"-40 04 m m 4 m GUTTER DET�tIL 10 0 9 2 �p i1 co o 18 ` co r 5 1 3 8 co tu d a o w � NI d' nom'• _ . I Ile ... $ � �ti E EX15r.ST. I ADE �Q Po Q Q �?i <b° �., O �'� �• Q / /S 9 L` h '�I LUMOV E BARK C Q ? Q / 7 -�� Q�r� _ PROP. IMP. PER _ .r c� 1 `�' TRACT N0. 9516 Op oo Q s ? F~ O lei U, tip' W 1 3 �: ~ W 2 4 `r s I 3 ILU $ 19 g $ 8 15 Iu � � S - - - t + W o o N N C`' . *I d EMU* DRIVE RICAR00 OR1VE VIA 3 6 CARRILLO LANE CURB RET. DATA 6 ►2' t6' Ib' 1 ' h=400 00' 00" 3O' CURB W.DATA CURB RET. DATA R=20' L= 31,42' CURB RET.DATA A=90.00'00" 4' d' �-90°00 00„ 2' 113' 18 1 R°20 L&5142' ' a' q• R=20 L=31.42' t.5' t.5 1.5' CONI'O. ON SHT. 2 CONSTRUCTION NOTES COMET STREET CONT o, ole W. 2 IO CONSTRUCT CURB ANO GUTTER PER sm.N0. 115 O2 CON5TRUCt CURB AND GUTTER PER STD. 1'10. 116 Q3 CONSTRUCT SIDEWALK PER SSD. NO. 109 TYPE "B" ® CON nru 510mm PER SID. N0. 120 Q5 CONSTRUCT CROSS GUTTER PER SIO. N0. 119 McCUTCHAN tS ASSOCIATES INC. =Et_ * ; ,_ RF _ N CFW,-'! '��5INC) 6 CONSTRUC WHEEL CHAIR RAMP PER SID. NO. 110 OptYli�TY ()F _ TRACT 1 CONSTRUCT BARRICADE PER SID. RO. 305 4 305 A • D E , FOOTHILL BLVD . _. .. R A D D�'Pit Ri 19 ®© couSIRUCT o.21' ASPHALT COKCRETE PAVEMENT ON 0.33 AGG.6ASE PASADENA, CALIF. { 213) 681 -`2373 STREET* IMPROVEMENT PLAN ��n 'E:_F;OVE D B� VIA CARR ILLO LANE • F I L I N C�#,4NG'F COJYST/R 1VarZ-B RfY.SW AICARDO 5 7`? su'" 1'*c r er_ 1� t o c s �A�E Q a4 � co.,N�Y E NGF: Ro� - RIC ARD 0 DRIVE Como. ,6^ ! RC.E. 9890 REV. 6RA015 01J VlA fARR1LL0 lN. R1CAR00 DR. ' Rc/ 1.5-, 1977 1 REtocArE B,,RR�c,,oEs � -. 4 T-t � S• c•-,� FE R N L E AF DRIVE DATE t `I� � t a� .j+t Ass, t< e.p �, Q•�� C`k�►<�Y E��; ptTE SH CET 3 3 e