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SOUTH HIGHLAND AVENUE NO. 0 R L T a U 250.00' 61.04' 30.67' 5B L� 70. 00' 25. 28' 12.78' 5C 19' 22'20. 001 96. 00' 32. 46' 16. 39' 5D 04' 19' 50.00" 794.00' 60.011, 30. 02' 5E 19049'47.001 ° 24.23' 12.23' ° - rn O 14.58' .5= 0305' 32.32" 803. 84' 43.38' 21.70' .. Ln .,m.. 78.97' Ln 5H 92042'53.008 50.00' 80.91 ' r.t U 5J 13' 03' 33. 60" U 14 3. 59' 72.1 1 ' ` 12053'27.381 837.00' 188.32' -Ln -p �-J 'L 6.28' --- -- \F- Ln 12053'27.38, 12'53'27.38" 841. 00' \F- 95. 00' � 01005'A2.000 *_- 10. 18' 50 08' 39' 32. 810 Cd 155.97' 78.13' ... ......... 81' 30' 34.02" v � 30. 16' ���. 35.00' _ r AAAA. 07055'52.00" c. v _D"'7 _...1 ,+ N C30 �. L=1. ■8q' L=22.8 ' 15.2. ' 3 Al 60 01' 24.23 28.76' __. .........AAAA ................ f........... ................•...... ,AAAA...........-- .......... .......E AAAA.. 0� U OC 'OC OC OC OC C O. 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C.7 U �- CLU Ln Xn Ln Q- cylJlV�- i- Lo _._........- --- \ O" MO Ln �._ ...r I 37 REVISION DESCRIPTION m -- N.AAAAAAAAAAAAAAAA�ALV AI TOLL FREE -qRmmFwp' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT rr��r� ■�•�rr�f��■ �� r�rr,��r�.�r� 39 .J J J U UIU N �� ICD F-- Fz M 40,- 101-t06.24N BCR 41 NOTE ro 'm PLEASE REFER TO SHEET 14 INTERSECTION ELEVATION GRID SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. 42 E PROFILE SCALE HORIj -: In = 40' VERT: In = 2' CURVE DATA NO. 0 R L T 5A 13059'23.002 250.00' 61.04' 30.67' 5B L� 70. 00' 25. 28' 12.78' 5C 19' 22'20. 001 96. 00' 32. 46' 16. 39' 5D 04' 19' 50.00" 794.00' 60.011, 30. 02' 5E 19049'47.001 ° 24.23' 12.23' LO M - - 70.00' O 14.58' 5F 0305' 32.32" 803. 84' 43.38' 21.70' 5G Ln _... 78.97' Ln 5H 92042'53.008 50.00' 80.91 ' 52.43' 5J 13' 03' 33. 60" 630.00' 14 3. 59' 72.1 1 ' 5K 12053'27.381 837.00' 188.32' 94.56' 5L 1800 00' 00.00" 2.00' 6.28' --- -- 12053'27.38, 12'53'27.38" 841. 00' 189. 22' 95. 00' 5N 01005'A2.000 00 F- 20.35' 10. 18' 50 08' 39' 32. 810 1032.00' 155.97' 78.13' ... ......... 81' 30' 34.02" 35. 00' L0 30. 16' ���. 35.00' _ AAAA AAAA. 07055'52.00" .+•.. 55.25 _D"'7 _...1 ,+ N C30 5S AAAA_.. 2 ....�.. 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C.7 U �- CLU Ln Xn Ln Q- cylJlV�- i- Lo _._........- --- \ O" MO Ln �._ ...r I 37 REVISION DESCRIPTION m -- N.AAAAAAAAAAAAAAAA�ALV AI TOLL FREE -qRmmFwp' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT rr��r� ■�•�rr�f��■ �� r�rr,��r�.�r� 39 .J J J U UIU N �� ICD F-- Fz M 40,- 101-t06.24N BCR 41 NOTE ro 'm PLEASE REFER TO SHEET 14 INTERSECTION ELEVATION GRID SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. 42 E PROFILE SCALE HORIj -: In = 40' VERT: In = 2' CURVE DATA NO. 0 R L T 5A 13059'23.002 250.00' 61.04' 30.67' 5B 20' 41"37. 00, 70. 00' 25. 28' 12.78' 5C 19' 22'20. 001 96. 00' 32. 46' 16. 39' 5D 04' 19' 50.00" 794.00' 60.011, 30. 02' 5E 19049'47.001 70.00' 24.23' 12.23' �E 23' 32' 25.26" 70.00' 28..76' 14.58' 5F 0305' 32.32" 803. 84' 43.38' 21.70' 5G 90029'19.871 50.00' 78.97' 50.43' 5H 92042'53.008 50.00' 80.91 ' 52.43' 5J 13' 03' 33. 60" 630.00' 14 3. 59' 72.1 1 ' 5K 12053'27.381 837.00' 188.32' 94.56' 5L 1800 00' 00.00" 2.00' 6.28' --- -- 12053'27.38, 12'53'27.38" 841. 00' 189. 22' 95. 00' 5N 01005'A2.000 1065.00' 20.35' 10. 18' 50 08' 39' 32. 810 1032.00' 155.97' 78.13' 5P 81' 30' 34.02" 35. 00' 49. 79' 30. 16' 5Q 102047'03.29' 35.00' 62.79' A3.831 5R 07055'52.00" 399.17' 55.25 27.67' 5S 12'A7'50.00" 166.63' 37.22' 18.691 5T 08' 09' 00. 87" 905.81' 128. 85' 64. 53' 5U 90004'57.810 50.00' 78.61' 50.07' 5V 90008'09.941 50.00' 7.8. 66' 50. 12' 5W 21047'31.000 70.00' 26.62' 13. 47' 5X 13' 52' 07.00" 70.00' 16.94' 8.51' 5Y 84' 22' 48.00" 12. 00' 17.67' 10. 88' 6A 10" 56'25. 003 850.00' 162. 30' 81.40' 66 06"16'00.001 850.. 00' 92.97' 46.53' 6C 06037'24.001 850.00' 98.26' A9.181 o 2 CONSTRUCTION NOTES: z ._ I z -�, I PROTECT IN PLACE. n � N o U o \\ 2 REMOVE EXISTING P. C. C. , A.C., PAVEMENT, OR SOIL. c3 z a = PROPOSED STORM CO a � ; �'� o \ DRAIN IMPROVMENTS 3 CONSTRUCT 6 %INCH THICK ASPHALT CONCRETE OVER 4 INCH THICK to Li. z L4 M SEE DWG N0. 3001 AGGREGATE BASE MATERIAL. 00 o �'� 3A COLD M I LL 0. 1 ' OF EX I ST I NG A. C. PAVEMENT AND OVERLAY 0. 1 ' OF A. C. PAVEMENT n , ° Z N \� PER DETAIL ON SHEET 7. CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA _ STD. PLAN NO. 1003. - --- �q - PRO • RW O 4A CONSTRUCT 8 1 NCH CURB PER C I TY OF FONTANA STD. PLAN NO. 1003. + CV 4C CONSTRUCT CURB PER CALTRANS STD. PLAN A87 TYPE B3 (6 -INCH). ap 4H CONSTRUCT MODIFIED 8 INCH CURB AND 12 INCH GUTTER PER CITY OF FONTANA .. STD. PLAN NO. 1003. •;� - :.,� , ..'.,�,:, �l-` ` Q O5 CONSTRUCT 4 INCH P.C.C. SIDEWALK PER CITY OF FONTANA _;'' _e'` ��., `;` •.• ;�-�,;;•M1 STD. PLAN NO. 1015. ' W 6B CONSTRUCT LOCAL DEPRESSION (H=I") AT CATCH BASIN PER N APWA STD. PLAN NO. 313-1. - ` W O -`' CONSTRUCT BUS BAY PER CITY OF FONTANA STD. PLAN NO. 1014. �✓ ;� V)10 ADJUST MANHOLE FRAME AND COVER TO GRADE. '�: W 11 ADJUST WATER VALVE FRAME AND COVER TO GRADE PER CITY OF FONTANA Z W STD. PLAN NO. 130. 15 RELOCATE EXISTING STREET LIGHT AND/OR POWER POLE. (BY SCE) 16 CONSTRUCT MEDIAN TREATMENT PER CITY OF FONTANA STD. PLAN 145. 6 CONSTRUCT MEDIAN TREATMENT PER DETAIL ON SHEET 7. 17 INSTALL ONE 4 INCH AND ONE 6 INCH SCHEDULE 80 PVC PIPE PER SECTION SHEET 7. 00 19 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1006. � ----�, 5 ~1 W MT MEDIAN TAPER PER APWA STD PLAN NO. 140-2. `-- -- -a, z o �zo o W AND L PER PLAN - --_w o - L� v7 _ to AAAA-------- ---- Ln QO C' = U N C:> M M _._I � Q2 � O _ ■ LO LO M O U0V)oz Lr) CROSS-REFERENCE NOTES U 0 0- O m 0~ U U rn tri CO w °: z o 0o N o ± Ui I . FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES, TYPICAL SECTIONS AND F- o Q 'r: - . z Q 'f' APWA STANDARD PLANS SEE DRAWING NO. 2997 SHEETS 1-12. � � X0 N v0 tc)a M r;�? w w + 2 U-) 2. FOR DRAINAGE IMPROVEMENTS SEE DRAWING NO. 3001 SHEETS 1-7. o� a vQ v m o 15 + 3. FOR SEWER IMPROVEMENTS SEE DRAWING NO. 3359 SHEET 1. 20 10 0 20 40 60 80 100 PERMIT NO.08-03-N-MC-0483 SCALE. 140 SSIpNgPLANS PREPARED BY: CITY O F FONTANA IA. W WILLDAN STREET IMPROVEMENTS 13191 Crossroads Parkway North, Suite 405 SCALE: z Industry, CA 91746-3497 DRAWN BY. No. C060153 (562) 908-6200 DB/BM SOUTH HIGHLAND AVENUE 1 " =40' * EXP. 03-31-04 * UNDER THE SUPERVISION OF: DESIGNED BY: ROM 73' EA O TOKAY AVENUE DATE: J�q j j ��, �Q N J/ S B/ C O 200 EA O ITRUS AVENUE OA- 14-03 F OF C N\ C� `W`a' 4 < 14103 CHECKED BY: APP VED BY: DRAWING NO.: 17 CARLOS A.4--- - - NO R.C.E. 60153 DATE CZ C. � , ZZ�O 2997 ITY ENGINEER R.C.E 51152 DATE: 3