Loading...
HomeMy WebLinkAbout342C6. Rtn. A - 68 °44'08" AO 20 L = 90.97' 7' /9.56' ,c h h Const pavPrr�enf per �ypica/ selc•fion Saw -cu/ jedemove .91 If exist PC.C. ch qut/er• is and ConstPC.C. Cross gutter per Std. //9 - 0 See Sheet 2 I 4' �o C6. ,P1n. ,Or 9/°/5'52" R= 20 L = 9/. 86 Tr ZD.45' See Sheet 2 tie j i� �Q► ��• � � � tPI.C. sidewalk per Sto! /09 7 '01 ' S -- Const 4'X O.67� R.C. B. `V1 i I 4PP I�P�A/�-ghp.PI kE BASE LINE IN 14.y .$fleet .f h � (f CHURCH INDEX MA P ST. Cb. A7,67, C6. A7fn• See Sheet 3 D - 94°/0'001' A =9/°/5'52" R=20 R 2,0 / - 32.87 4,3186 I II3 4f T* Z/. 5/ T - 20.45 IN Iki PC.C. ,valkper Std /09 I I � std. s � I CANDL EWOOD ° ST. 1Y6 W 6 QT � Const. pavement per fyvica/ section '� 9611 / o Caist PIC. cur, /8 "gutter- Per Sta/ //5 llJ a17.5 PC.C. sio'ewa/k peg- Std. /09 W I Curb opPmhg perStd. Const, W.,r Std. 203 6rod.) apron See Sheet / /"t4o 28 h I I SUBDIVISION IMPROVEMENT PLANS OP TRACT NO. 5351 SUBMITTED FOR APPROVAL BY - — — -= --- — — —.— o Curb gve71;74P per Std 2066 ANDREASEN ENGINEERING CO. a.. o ,• A7emove 29 /f er.'st. P. C.C, ch. gutter R. E. 8205 �o 'h H 0 J Const. PC.C. Std. 203 (MOd)aprOn - Curvy Dada APPROVED BY CHECKED DATE Const. 4'".4C. �ll.,Q,Q=50 D=/09°58'47" L*95.98' SAN BERNARDINO COUNTY ROAD COMMISSIONER R.C.B. DETAIL 0S ' 4In /' Curve Data Ch. R= Jf d_ 233°07'48" L e154 62' ° "f -97 4--, � Sidewa/k finish 033' 140,4w0.67=1./5' 0.50 3 both Ways /2"o. C. TYPICAL SECTION 4,.y 0.67' TO 1.15' R. C. B. /"r20' APemo ve G r S3 07 48 S �r A- 50 D- CO 9 L- D E P U T Y DAT E 9-25'-67 • ?v. yvo /09 sf A.C. N. k' ,?= SO L=46 -Ag' Curve DataI Zh /V cb. A 62 �L= 574.9' SHEET NO. 2 OF 3 SHEETS N, /2 ,P= 330 ar27°/0:39" L= /56.5 '� (0 g8) A/• cb. R=318 a= 27°/0'.f9" L s /50.8 (Sa,�'o n it ?=300 D= 27°/0'39" L= /42. t �t S. cb. ,P=282 G=25°/8'/3" Ls/24.5 ��' c�Q \ � S. R,P= 270 D = 22'37'20" L = /06.0'`9 �� 8 ' \ \ _ s_ �. 12 ST ti 319 d. b W6M �p3� p + A , \ 3-/2 clear .; 033' 140,4w0.67=1./5' 0.50 3 both Ways /2"o. C. TYPICAL SECTION 4,.y 0.67' TO 1.15' R. C. B. /"r20' APemo ve G r S3 07 48 S �r A- 50 D- CO 9 L- D E P U T Y DAT E 9-25'-67 • ?v. yvo /09 sf A.C. N. k' ,?= SO L=46 -Ag' Curve DataI Zh /V cb. A 62 �L= 574.9' SHEET NO. 2 OF 3 SHEETS N, /2 ,P= 330 ar27°/0:39" L= /56.5 '� (0 g8) A/• cb. R=318 a= 27°/0'.f9" L s /50.8 (Sa,�'o n it ?=300 D= 27°/0'39" L= /42. t �t S. cb. ,P=282 G=25°/8'/3" Ls/24.5 ��' c�Q \ � S. R,P= 270 D = 22'37'20" L = /06.0'`9 �� 8 ' \ \ _ s_ �. 12 ST ti 319 d. b W6M �p3� p + A , \ SUBDIVISION IMPROVEMENT PLANS 60" TRACT NO. 5351 30" .v" /Z' /8' /B" �?" SUBMITTED FOR APPROVAL BY 6" 12' /2' 6 Curve Data 4' Ds' WR Prl30 D=/Q'04'/Z"La8/.04' Curve Data JY R R=270 D= /4°04'/2" L=66.30' ANDREASEN ENGINEERING CO. 0.35' ar7' o..�s' W. cb. ,P=3/8 D r /4°OQ'/Z" L = 78 09 W t6. �P= 282 D s /4°04'/2" t - 69.25" J,4�zdldzv-1 s/o y*=: %I F R=300D=/4°04'/2"L= 73.67' �� I � �P=300,0= /4°04'/2" L= 73.67' � �- 74) R. 820 r Leve/ %i7e Slo ,.:.o: f. c6. �Pr 282 D= B°2Z'Z8" L = 4/. Z2" f. cb. �P= 3/8 D = 5° 25"52" L= 30. E . 5 ,. 9"c f. "� f E. iP R= ?70 D r S°57'06" L = 28.05' E. R 530 d = 3 °/9'/4" Z Q /9. /3' APPROVED BY CHECKED DATE Const 4"PC.C.S/C�en'e/k per Std. /09 �• �COnst 0. 23'A. C. pavement °�' Ccnsf Q Re C: 57deffa1k per SH /09 SAN BERNARDINO COUNTY ROAD COMMISSIONER tf.-/' --._L � Iow-..AA— --r t'I•w/ //L I .A•1,� / � ___-._._ - --- - - - /'