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HomeMy WebLinkAbout2588-4IA U_ CURVE DATA. PI=1629.13 D CR OO O LENGTH + O U 0 In 0 N O O U ~ 43.00' O O _m OR 31.91' tOp °Dul (MD + M `D rn 190.86' 00 tN0 � c6 CD CN K) U- ~ U D U 25.00' O + 0 tD U -i 00 N O _ � I O~ > W F CO 25'50'31" N O O 14.22' GO 1124'50'04" 58.00' 126.37' .- cD N n O 00 t0 14.22' Q> r- cD LO ° °r° 0 + to 12'51'54" i 186.81' o (0 12'51'54" 868.00' 194.90' R=5.569 L 25.50'31" R=1.009 27.96' 14.22' M 141'48'36" 58.00' ' 143.55' 167.54' N 25'50'31" 62.00' 27.96' 14.22' 0 90'07934" 25.00' 39.32' 25.06' IU pp j Ip, 4~ U U Wnii U m� U U �^ I i I p� /LLJ jU �4 / 4 co m F- �� O r- o p p t[ i UO OCY) O i Nom' tD U +c° I H OM Ost nn O 6r- 0 0 0`- CD ±� �� O 00 f' I FUS z �, ,, �, �^ o`er ±� +� +n �� o o0 R,,� / I �W ^ M o o- - �" LO.C.=3..93' + O� 06 pow + 0 1 N U� °' m 50 VC I co pow 0 '�c00 J¢ CD O U r pUj oo O ; .76 P1=1673LO 100' VC + n � M 1660 PI=1 75.01 ► 2 iz,, � „ + O� O 00000 i i U +Lo � 1 ` +d 0 Cor' f , R=1.00% m 0 cD • cD r- 0 5.4.11% co a) �` a_ j N JN m LL_ �La OM W O O m <L r- 10- O 00 �� O^ 00 COU ,4 LL_ t0 U LL. O �O� O� OSA lf)M O On O tD^ O o- +cD Orr) On O- N� W ON O 0 cV + cD ♦ ♦ c0 .- N cD N 00 L 'T1�(� p l� o� o� C) �� 0 x.069 0000 / IIi rI 50' VC N oN ' PI=1673.73 100; VC 00 a, x ' 1660 L. 16 74 98 � _ r�'i r 0 N 0 00 0 U CD Ln n 0 LO R=1.459 + 00 w pow + to m LA.. Cl j R=1.009 0 ► to jj I �/4 �/4 �4 �(4 f- R=(-)6.979 co 0 N 0 i ' + H U O ~ m ~ I 1U- IU- fU- U L' -i H O O O C.0 U Z O L'� n 0)0 � O� ♦� �U d OjLo FU-- m � U I coo coo r- n PO pe) co +� - 0 m 0 � .^0- (001 (0 � � CL 04 Ad C-) R� � 'osg o rn - r� Or- �N (0 w� C) +� �^ o I `" L.O.C.=39.27' + A/4 A/4 /4 A/4 ^ + 01 / A 660 � _-_Mj U ► + o / i 126.37' O.C. m p o J 000 LO - U i_ - cD Q o O I 27.96' L.O.C. 27.96' LO.C. to `D o U UU U z � `��. 00 + tf) O p ~ W LTJ D +ro tD r ^ , 00 1 CO 1 to � �(0 \ • I 'r I HORZ 1'=417 A VERT. 1'-8' 10+00 U+00 12+00 13+00 14+00 15+00 16+00 Rn . O L) O O 0 +0) 00 (n R,(,)706g 00 O 0 n n (0 17+00 m� U_ CURVE DATA. PI=1629.13 D CR OO O LENGTH + O U 0 In 0 N O O U ~ 43.00' O O _m OR 31.91' tOp °Dul (MD + M `D rn 190.86' 00 tN0 � c6 CD CN K) U- ~ U D U 25.00' O + 0 tD U -i 00 N O 0 O O~ > W F CO 25'50'31" N O O 14.22' GO 1124'50'04" 58.00' 126.37' .- cD N n O 00 t0 14.22' Q> r- cD LO ° °r° 0 + to 12'51'54" i 186.81' o (0 12'51'54" 868.00' 100' VC U M U_ CURVE DATA. PI=1629.10 D CR OO O LENGTH + O U 0 In 0 N O O U ~ 43.00' O O _m OR 31.91' tMD °Dul (MD + M `D rn 190.86' 00 tN0 � c6 O M N O U_ U O N D U 25.00' + tD wi 0 M L" N O > LSA In li CO 25'50'31" N O 27.96' 14.22' GO 1124'50'04" 58.00' 126.37' 0 M O 000 � O 00 O cD 14.22' Q> r- cD "O N (0 n co+ OC14 0 O N 12'51'54" 832.00'- - 186.81' 93.80' K 12'51'54" 868.00' 194.90' i L 25.50'31" 62.00' 27.96' 14.22' PORT. OF 100' VC m� PI=1629.13 CURVE DATA. O D CR OO U M 00 ~ 0 LENGTH + O U 0 In 0 N O O U ~ 43.00' O O _m OR 31.91' B °Dul (MD + M `D rn 190.86' 00 tN0 � c6 90'0734" .0 67.64' 18+00 19+00 No. 5W2a E*. j'1'L FW R�GO�'D� C��l�wt•NGS t �L Pq R NUDOLESTON, JR. TE Q�OFESS/ON No.35275 * Exp. /30/99 The Consulting Group 150 El Camino Real, Suite 120 Tustin, California 92680 (714)573-4425 FAX (714)573-4499 PREPARED U ER THE SUPERVISION OF: At "2 D�Aw " TR . l S R T=M 4 302 4. REVISIONSAPPROVAENGR'SL DATE APP o AL �`� THOMAS A. PETERSEN R.C.E. 35275 TRUCTION NOTES: ',ONST. 4" MIN. AC OVER 12" OF 959 COMPACTED NATIVE, 3EE GENERAL NOTES NO. 6 & 7 ON SHEET 1. CONST. 6" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101. "ONST. 5' WIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER CITY OF FONTANA STD. NO. 105A AND PER DETAIL ON SHEET 1. STREET LIGHTS, NOSTALGIC POLES AND LIGHT FIXTURES, NOSTALGIC KING <118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS- <12-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE. '.ONST. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 102 "W"=16') CONST. PARKWAY DRAIN PER APWA STD. 151-0, INLET TYPE I, S=2'. ;EXTEND COVER OF PIPE BEHIND R/W FROM 24" TO 48"). GRAPHIC SCALE 40 0 20 40 80 le 1 W71 ( IN FEET ) 1 inch - 40 ft ITY OF FCALIFORNIA PUBLIC WORKS DEPARTMENT - DRAWN BY STREET IMPROVEMENT PLANS SCALE: DESIGNED BY TORONTO AVENUE R 1 "=40' E SES VERT.. : : 1 "=8' CHECKED BY TRACT NO. 14573 DATE: TAP PLAN AND PROFILE 03/02/98 3.4 _q8 JOB N0. DR. NO. SHT. NO. DATE: APPR LVED CITY ENGINEER R.C.EL9- fr 'ZZ -8 8 OF 9 0 N F- 00 r- rnLO Ij o� 0- CURVE DATA. DELTA RADIUS LENGTH TANGENT (A> 73'09'02" 43.00' 54.90' 31.91' B 12'51'54" 850.00' 190.86' 95.83' C 90'0734" 43.00' 67.64' 43.09' D 90'00'00" 25.00' 39.27' 25.00' E 90.00'00" 25.00' 39.27' 25.00' F 25'50'31" 62.00' 27.96' 14.22' GO 1124'50'04" 58.00' 126.37' 111.03' H 25.50'31" 62.00' 27.96' 14.22' Q> 73"10'14" 25.00' 31.93' 18.56' J 12'51'54" 832.00'- - 186.81' 93.80' K 12'51'54" 868.00' 194.90' 97.86' L 25.50'31" 62.00' 27.96' 14.22' M 141'48'36" 58.00' ' 143.55' 167.54' N 25'50'31" 62.00' 27.96' 14.22' 0 90'07934" 25.00' 39.32' 25.06' No. 5W2a E*. j'1'L FW R�GO�'D� C��l�wt•NGS t �L Pq R NUDOLESTON, JR. TE Q�OFESS/ON No.35275 * Exp. /30/99 The Consulting Group 150 El Camino Real, Suite 120 Tustin, California 92680 (714)573-4425 FAX (714)573-4499 PREPARED U ER THE SUPERVISION OF: At "2 D�Aw " TR . l S R T=M 4 302 4. REVISIONSAPPROVAENGR'SL DATE APP o AL �`� THOMAS A. PETERSEN R.C.E. 35275 TRUCTION NOTES: ',ONST. 4" MIN. AC OVER 12" OF 959 COMPACTED NATIVE, 3EE GENERAL NOTES NO. 6 & 7 ON SHEET 1. CONST. 6" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101. "ONST. 5' WIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER CITY OF FONTANA STD. NO. 105A AND PER DETAIL ON SHEET 1. STREET LIGHTS, NOSTALGIC POLES AND LIGHT FIXTURES, NOSTALGIC KING <118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS- <12-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE. '.ONST. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 102 "W"=16') CONST. PARKWAY DRAIN PER APWA STD. 151-0, INLET TYPE I, S=2'. ;EXTEND COVER OF PIPE BEHIND R/W FROM 24" TO 48"). GRAPHIC SCALE 40 0 20 40 80 le 1 W71 ( IN FEET ) 1 inch - 40 ft ITY OF FCALIFORNIA PUBLIC WORKS DEPARTMENT - DRAWN BY STREET IMPROVEMENT PLANS SCALE: DESIGNED BY TORONTO AVENUE R 1 "=40' E SES VERT.. : : 1 "=8' CHECKED BY TRACT NO. 14573 DATE: TAP PLAN AND PROFILE 03/02/98 3.4 _q8 JOB N0. DR. NO. SHT. NO. DATE: APPR LVED CITY ENGINEER R.C.EL9- fr 'ZZ -8 8 OF 9 0 N F- 00 r- rnLO Ij o� 0-