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HomeMy WebLinkAbout4849-9TYPICAL PLANTER DIMENSIONS DETAIL A s-�k/ �<� h if\ mss, � mss, TYPICAL PLANTER DIMENSIONS DETAIL 11BIll 00 5' 06 IT- 10.93' 10.93' 10.93' 14.46' . • I . I TYPICAL PLANTER DIMENSIONS DETAIL D I I TYPICAL PLANTER DIMENSIONS DETAIL C <; HORIZO AL CONTROL PLAN o rn DELTA/BEARING 06 0 JL . o S • BENCH MARK NO. 119 a LOCATION: 31.41' BRASS CAP NORTH END OF NORTHWEST 2 CORNER OF SIERRA AVENUE AND ARROW 3.50' BOULEVARD. TYPICAL PLANTER DIMENSIONS 2.02' DETAIL E ELEV. 1275.25' 2.00' U n derarou n d Service Alert 3.46' 4 90000905" 20.00' SEC11ON 4216/4217 OF THE GOVERNMENT 20.00' 5 89059955" 5.00' a r CODE REQUIRES A DIG ALERT IDENTIFICATION o NUMBER BE ISSUED BEFORE A PERMIT TO 5.00' 6 EXCAVATE WILL BE VAUD FOR YOUR DIG ALERT I.D. NUMBER CALL 3.50' 5.50' 3.50' 7 UNDERGROUND SERVICE ALERT 3.50' 5.50' 3.50' 8 TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION TKE JOB 11: 101-49 0 0 04 STA. 10+00.00/STA. 22+91.91 STA. 14+16.72/STA C 22+91.87 q UPLAND AVE. SIERRA AVE. UPLAND AVE. / � WHEELER AVE. FD. NOTHING Q d• Q_ 'a Q j d4 w w to t 11+00 UPLAND 12+00AVENUE 13+00 - - + S89 44 21 W - - - - - - FD. SPINDAL N Y J Ln I �E - y��v`0'��3s.`�•�� -°' 3 41.83' 19.12' 24 2 N30`5'39"W 18.48 a . . a ° II1,57 LO1 1Q d I7 1 1.1I 06 4 to 4:1° M M w -u-) 0 108.00' S89044121 "W w to � 10 w � ' a °.-° Z 26' Z °.-° a. 9 LO LO r f - o 6 5 !nyc 22 N89'44'21"E N89'44 3.00' 4.20 0 -i • �1 N co N061 5'3599W JP15.50' 198.00- A w LOQ .d DATE I ENGR. I CITY I DATE ESSi ccy j Z� No.69984 Exp.9-30-12 CIVIV SURVEY CONTROL TABLE: C.P. No. NORTHING EASTING BEARING DISTANCE r1 5031.46 4910.82 S89'44'21 "W 1322.18' -2 5037.48 6232.99 TKE ENGINEERING, INC. 2305 CHICAGO AVENUE RIVERSIDE, CA 92507 (951) 680-0440 I ERING FAX (951) 680-0490 TERRY RENNER R.C.E. No. 69984 EXPIRES: 9-30-12 N 25 18.45' t *l 64' C.P. NO. 2 STA. 23+22.18 q UPLAND AVE./MANGO AVE. PER CL TIES a d a. 14+00 I- 27 '15'39"W N30'15'39"W I 282 18.48 \NLN,3 -N89' '21" -83.14' - -- --- °LO -- F1 135.00' S89'44'21 "W 26' v' I Q ii w LO N' co N 9 1.7' 12 28.00' 10 NO'15'35"W 13 15.50 31.00' S8 '44'21 "W . . ° 26' 19' 19' a 0 SEE DETAIL "B" HEREOO ' a M 17 <> LO 41 31.00' ;n ° Oo 16 7.68 7.6F 13.50' �1 I. 1. 31.00' i �Ol o5-9 i 1 SEE DETHEREOO o O 17' ' I 26' 19' 19' � J4 a i 0 a SEE SHEET 11 GRADING IMPROVEMENT PLANS CAMPUS PARKING LOT PROJECT PHASE I I -414 CURVE TABLE HORIZO AL CONTROL PLAN �# DELTA/BEARING RADIUS LENGTH TANGENT 1 89059942" 20.00' 31.41' 20.00' 2 60000900" 3.50' 3.67' 2.02' 3 120000900" 2.00' 4.19' 3.46' 4 90000905" 20.00' 31.42' 20.00' 5 89059955" 5.00' 7.85' 5.00' 6 90000905" 3.50' 5.50' 3.50' 7 89059955" 3.50' 5.50' 3.50' 8 90000905" 3.50' 5.50' 3.50' 9 89059155" 3.50' 5.50' 3.50' 10 90000905" 5.00' 7.85' 5.00' 11 1 89059955" 3.50' 5.50' 3.50' 12 89059955" 5.00' 7.85' 5.00' 13 90000907" 3.50' 5.50' 3.50' 14 89059953" 3.50' 5.50' 3.50' 15 90000'05" 5.00' 7.85' 5.00' 16 90'00'05" 5.00' 7.85' 5.00' 17 89059'55" 3.50' 5.50' 3.50' 18 90000905' 3.50' 5.50' 3.50' 19 89'59955" 5.00' 7.85' 5.00' 20 89059'55" 3.50' 5.50' 3.50' 21 90'00'05" 5.00' 7.85' 5.00' 22 89059955" 3.50' 5.50' 3.50' 23 90000'05" 5.00' 7.85' 5.00' 24 89059955" 20.00' 31.42' 20.00' 25 60000900" 3.50' 3.67' 2.02' 26 120'00'00" 2.00' 4.19' 3.46' 27 90'00'05" 30.00' 47.12' 30.00' 28 89059'55" 30.00' 47.12' 30.00' 29 90'00105" 3.50' 5.50' 3.50' 30 89'59'53" 3.50' 5.50' 3.50' 31 90'00'05" 1 3.50' 7.85' 5.00' DATE I ENGR. I CITY I DATE ESSi ccy j Z� No.69984 Exp.9-30-12 CIVIV SURVEY CONTROL TABLE: C.P. No. NORTHING EASTING BEARING DISTANCE r1 5031.46 4910.82 S89'44'21 "W 1322.18' -2 5037.48 6232.99 TKE ENGINEERING, INC. 2305 CHICAGO AVENUE RIVERSIDE, CA 92507 (951) 680-0440 I ERING FAX (951) 680-0490 TERRY RENNER R.C.E. No. 69984 EXPIRES: 9-30-12 N 25 18.45' t *l 64' C.P. NO. 2 STA. 23+22.18 q UPLAND AVE./MANGO AVE. PER CL TIES a d a. 14+00 I- 27 '15'39"W N30'15'39"W I 282 18.48 \NLN,3 -N89' '21" -83.14' - -- --- °LO -- F1 135.00' S89'44'21 "W 26' v' I Q ii w LO N' co N 9 1.7' 12 28.00' 10 NO'15'35"W 13 15.50 31.00' S8 '44'21 "W . . ° 26' 19' 19' a 0 SEE DETAIL "B" HEREOO ' a M 17 <> LO 41 31.00' ;n ° Oo 16 7.68 7.6F 13.50' �1 I. 1. 31.00' i �Ol o5-9 i 1 SEE DETHEREOO o O 17' ' I 26' 19' 19' � J4 a i 0 a SEE SHEET 11 GRADING IMPROVEMENT PLANS CAMPUS PARKING LOT PROJECT PHASE I I -414 to M M to HORIZO AL CONTROL PLAN P� io to cd �cqro o . 21 17. 0 " Z a I 0 29 15.50 4 I 13.5 ' Z I• 4 BRING THEM INTO CONFORMANCE WITH W MKIM BY: CA DME owAwNc no.: 5' I Q o CONDI110NS AND STANDARDS IN EFFECT. 17' 26' 19' I 26' 9 7 19 •� ,i,NIR a SEE DETAIL 4 ( HE RE I I I ' SEE DET IL E" ji� a E 00 I I I 14.46' 13.50' 15.50' 13.5 ' 17 4 17 U)Q 18 Oo I . 9.66' 9.66' + 12.66' I d t � ° • 16 8904-4921"W 28.00 � I . 16 .. 19. 3' 19 3 o.a. M - l w 'I N I I Ir I 12 I 28.00' S89044"21 W 115 14 8.00' 13 31.00' 13.50' a I 14 413 I A4' I o W � I a .• W I • SEE DETHERE0O - �. I N I. � 8 . Io ° 'I :• o a 26' 19' 19' la I 26' 17' i <>I I I 30 . 13.50 ' I I 7' 19' 32.00 I o GRAPHIC SCALE 20 0 10 20 40 0 T tu- UJI 2 03 W w 03 80 (IN FEET) 1 INCH = 20 FEET SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA REQUIRED COMMENCE WITHINRTWOMYEARS OF THEENTS NOT GRADING IMPROVEMENT PLANS DATE OF APPROVAL SHOWN HEREON ow►M BY: _ _ reuDi is oecVuir_ i nr iaAopMICucuTc S AND CARRIED FORTH IN A DILIGENT MANNER, THE CIN ENGINEER MAY TMR HORIZO AL CONTROL PLAN AS SHOWN opo BY: DAM REQUIRE REVISIONS TO THE PLANS TO TlR OCT. 2010 BRING THEM INTO CONFORMANCE WITH MKIM BY: CA DME owAwNc no.: CONDI110NS AND STANDARDS IN EFFECT. �p 9 ,i,NIR Cf1Y ENGINEER R.C.E. No. 5115 4U9