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HomeMy WebLinkAbout2491-5O O H Z oZ O O� (n j LijU O O Q C) o LO 04 oo d`�-, o = L.O.C.=39.27' 0 Lj 04 po + O U v U U :° 00 o �t o �-- W Q v -� rn N U 0: CD o O N ~ c0 p "I dp + J ICD U- W U U U O r �; 1" N N N p R=2.00% r + Lci c) coCO er- U 00 M N O �" F-- F- + 00 N N � N +N to 0) LID `- + "' O N d r r c0 CO r CO CO r -{- + CO CO CO CD O r A/4 A/4 A/ A/4 O / PORT. 100 VC L.O.C.=35 57 ° 4 0 P1=1626.44 mV) CD N C) O r +N + n CD LL_ CO ,n r ,r, N o r (n 50 VC Q > cn r r ° + o L'' P1=1614.71 W W LL (/) U d N O '- (n U V O U r > U X H W 0 0 m 0 'L W (/) U r M L� W W j J N Z i" O O I\ O N O �-+- > N T- O 00 O r u- m U N -� (/) 0IN r� + oo Ln o tet- co Lor n co m � R=2.00% I co coo N to d- N+ co c0 p `_ N + crp OOi �j O r j p p rn %- c0 + co O N o O d' d- c0 W r to, +� C3 Uri rr C + C �T- 000 oN W W r r CrOr + r O r +co O+ Oto r r + -----GD 161.5 dirma r r J 100' VC P1=1626.41 M 00 m Vrn R=5.37% J 0 40'VC V)M U U U// °/4 °/4 4 R=2.20% P1=1614.84 N H- U/ °/q m W j o W !- 1`0 00 U U U r O I� c� r to I- �- F- � U C' W U U 0 O o 0) 00 C)6 cm N tU- U U (0IrrIz 0� U U > U po + (00 N NU �- rn m o t-- R=2.0090 t- m r r (NO w0_ O N N U 00 m N 00 .'I O + cr0 CD .LO O too po O to r r r If -O Co m N + n O � r +(0 Opt- LO o r r- �n •- T- r r SCD �� coOpd�'; CD rr +r+CrD 161r%•- r o o O + r c0 0 �- O �-- R=6.15% L.O.C.=135. 6' 0 ► ; o � cn Z F- + z L.O.C.=26.68' L.O.C.=27.96' �' ¢ 00 C*4 X °/4 °/4 4 t- U / °' °D ° 4 PORT 100' VC P1=1626.44 v o0 000 ~o F- r- Q n vi U? U-) �- U U + N 00 ++ r r O r r HM. 1w.4O+ L.O.C. = 39.27' VERT. 1'-8' 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 �6 16 ' 69 1 7-�61666A r_ V. V. 0o Z z cn �Q �m +Q U Q ru U CATCH BASIN N0. 8 N.T.S. SEE SHEET NO. 6 ST. ALBERT DRIVE L /ci C �STA. 16+79.43 PRCM PRC 6 9 mac' 73 B ra N K A'2 6 S 625.5. �O�/j� o0 1!S H 6'Lpc`1-�° 1 74 CURVE DATA 0o 3 Z DELTA RADIUS LENGTH TANGENT A 03'42'12" 1000.00' 64.64' 03'42'12" B 81'31'18" 43.00' 61.18' 81'31'18" C 31627'46" 1212.00' 665.54' 31'27'46" D 90000'00" 25.00' 39.27' 90000'00" E 90000'00" 25.00' 39.27' 90000'00" F 03'42'12" 1018.00' 65.80' 03'42'12" G 03'42'12" 982.00' 63.47' 03'42'12" H 25'50'31" 62.00' 27.96' 25'50'31" 1 133'49'02" 58.00' 135.46' 133'49'02" J 24'39'24" 62.00' 26.68' 24039'24" K 81'31'18" 25.00' 35.57' 81'31'18" L 29'39'56" 1230.00' 636.85' 29939'56" M 31'27'46" 1194.00' 655.66' 31'27 46 SEE SHEET NO. 6 ST. ALBERT DRIVE L /ci C �STA. 16+79.43 PRCM PRC 6 9 mac' 73 B ra N K A'2 6 S 625.5. �O�/j� o0 1!S H 6'Lpc`1-�° 1 74 CATCH BASIN N0. 7 N.T.S. •• 0 m 0o 3 Z I 83 z 7576 0 co V) Q I 78 r m C)I LO CV LO = 00 +Q r I W I J O r 2g 8' GRAPHIC SCALE m U Z fQ-- cn U M I c I 5' 6' 21' 5' 5' O.0 O.C.1 O.C. 10.ciaci 62 V) c F-�, m 22� ;!s Q J + Y4�v`�- >dj �� 6'J� ss p, CATCH BASIN N0. 7 N.T.S. •• 1161VQ�OFES '9l No.35275 -0 * Exp.9/30/99 `rq , CIVI1. �a�X- OF CAL�� lL J 'w +� I r 36 65 � 0 m 0o 3 I 83 7576 0 I W 77� I 78 I I Wjo �o C)I LO z U (nm m 86 00 �- I W I J O r 2g 8' GRAPHIC SCALE m U Z fQ-- L ±Q 1161VQ�OFES '9l No.35275 -0 * Exp.9/30/99 `rq , CIVI1. �a�X- OF CAL�� lL J 'w +� I r 36 65 � 0o 3 I 83 o 1 Z8 5 a • 5' 5' 28 I Z z 61 z U (nm m 86 00 cn m I W I � m I I C) p 2g 8' GRAPHIC SCALE m 64 + L ±Q + O M I c I 63 , ") r `� `-' r 62 V) c F-�, m 22� ;!s Q J + _ 14+00 N86'19'04"W _ 13+00 CONSTRUCTION NOTES: 1D --CONST. 4" MIN. AC OVER 12" OF 95% COMPACTED NATIVE, SEE GENERAL NOTES NO. 6 & 7 ON SHEET 1. O -CONST. 6" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101. 30 --CONST. 4.5' WIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER CITY OF FONTANA STD. NO. 105A AND PER DETAIL ON SHEET 1. 4O -STREET LIGHTS, NOSTALGIC POLES AND LIGHT FIXTURES, NOSTALGIC KING K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS- K12-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE. a -CONST. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 102 ("W"=1 6 ) A SEE SHEET N0. J LI IIIIIIIIIIARR RI s C) CD 01 so so VOL 2CD Ln ' ~ F- 2 LO 6 �(� Q 0 D o -00 00Z R� co Rte► -w-1 NC3 o N 61� �Nx G 615.42TC 614.30TC 12 00 6�6• A 6 .8 29 °•-° N s�s7s�189"58'44"E � 6, L Tc F 615.42TC !��`���TNuoonasr+o��Jig. D�.TM 614.92FL o J STA. 10+00.00 ROSETOWN AVENUE E =STA. 12+92.94 LA SARRE DRIVE i 82 i I ROSETOWN AVENUE CONSTRUCT 8! UIIDENING OF PY. APPROACH 16.6. A4 61410 z QED.. sDW�3. Tib. 14570 OAM y it. ; REVISIONS E GR S. DATE APPROVAL The .P Consulting Group 6 Morgan, Suite 100 Irvine, California 92618 (714)587-3012 FAX (714)472-3176 PREPARE UNDEq THEAU ERVISION 0_F:-- DATE THOMAS A. PETERSEN v R.C.E. 35275 ( IN FEET ) 1 inch = 40 ft. 160 CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY STREET IMPROVEMENT PLANS SCALE: DESIGNED BY ROSETOWN AVENUE VERT.: 1"=8' sEs CHTRACT N0. 14570 ECKED BY DATE: TAP PLAN AND PROFILE 07/24/97 -7-24 _ q 7 JOB N0. APPROVED �G�.e�� 7 • �• 9I DR. N0. SHT. N0. DATE: �J CITY ENGINEER R.C.E. 25126 249150F 9 MR 0o 3 I 83 1 Z8 5 0 5' 5' 28 I w z U (nm m 86 10' 18' 8' 10' i N I W I � m I I C) p 2g 8' GRAPHIC SCALE +- _ Q Q + O ao 0 20 a0 80 ") r `� `-' r LA SARRE DRIVE V) c F-�, v SEE SHEET NO. 3 ROSETOWN AVENUE CONSTRUCT 8! UIIDENING OF PY. APPROACH 16.6. A4 61410 z QED.. sDW�3. Tib. 14570 OAM y it. ; REVISIONS E GR S. DATE APPROVAL The .P Consulting Group 6 Morgan, Suite 100 Irvine, California 92618 (714)587-3012 FAX (714)472-3176 PREPARE UNDEq THEAU ERVISION 0_F:-- DATE THOMAS A. PETERSEN v R.C.E. 35275 ( IN FEET ) 1 inch = 40 ft. 160 CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY STREET IMPROVEMENT PLANS SCALE: DESIGNED BY ROSETOWN AVENUE VERT.: 1"=8' sEs CHTRACT N0. 14570 ECKED BY DATE: TAP PLAN AND PROFILE 07/24/97 -7-24 _ q 7 JOB N0. APPROVED �G�.e�� 7 • �• 9I DR. N0. SHT. N0. DATE: �J CITY ENGINEER R.C.E. 25126 249150F 9 MR