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HomeMy WebLinkAbout4850-2H N amilmu© kI �Xl$NQ j3F0VND+--LN I.I FACE OVER 1$1 -H -ij���� a u- 10+00 11+00 12+00 13+00 SEE RIGHT r- 14+00 12+00 11+00 10+00 14+00 ,za HORZ: 1" = 40' I VERT: 1"=4' CURVE/LINE TABLE PARKING LOT Q# DELTA/BEARING RADIUS LENGTH TANGENT 1 S00'15'55"E -- 235.61' ■■�IIG�E��OQ;����:g���ll■�II�!���7�■9�■■ 2 53'16'05" 22.50' 20.92' 11.28' 3 N45015'39"W -- 4.47' -- 4 45'00'00" 22.50' 17.67' 9.32' 5 S89'44'21 "E -- 162.91' -- 6 29'07'41" 22.50' 11.44' 5.85' 7 N00'15'39"W -- 6.00' -- 8 N00015'39"W -- 9.00' -- STD. PLAN N0. 3005. ������rii O7 CONSTRUCT PIPE CONNECTION TO EXISTING STORM DRAIN PER CIN OF FONTANA Jai �Al■■61;x■ STD. PLAN N0. 3025. @CONSTRUCT MANHOLE PIPE TO PIPE PER CIN OF FONTANA STD. PLAN N0. 3013. (IN FEET) 12 CONSTRUCT SINGLE GRATE CURBSIDE GRATING CATCH BASIN, V AS SHOWN, PER STD. 1 INCH = 40 FEET ■■r■■■a��la■■■■-� PLANS FOR PUBLIC WORKS CONSTRUC110N, STD. DETAIL N0. 303-2. Underground Service Alert SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENIIFlCA710N ���� M� RFyy�, TKE ENGINEERING, INC. 2305 CHICAGO AVENUE REQUIRED IMPROVEMENTS NOT COMMENCE STORM DRAIN IMPROVEMENT PLANS ���y RIVERSIDE, CA 92507 STORM DRAIN IMPROVEMEWT PLANS otawN etr: � CAMPUS PARKING LOT IMPROVEMENTS � AS 3HU�►N NUMBER BE ISSUED BEFORE A PERMIT TO '� `� ~ � � (951) 680-0440 DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT EXCAVATE WILL BE VALID Na89984 ERING FAX (951) 680-0490 CAMPUS PARKING LOT PROJECT MANNER, THE CIN ENGINEER MAY STORM DRAIN PLAN/PROFILE p�gqEp BY: o��: FOR YOUR DIG ALERT I.D. NUMBER CALL �a•s-�-�z UNDERGROUND SERVICE ALERT � ����� .r 9� lCy 20' lb REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH Thi OCT. 2010 TERRY RENNER R.C.E. No. 69984 �E� � BY: 1, � 'j,� �O �� �� 2 TOLL FREE 1-800-227-2600 °j` CAL'%F CONDITIONS AND STANDARDS IN EFFECT. � REnsIo►� oEsatiPnow oarIENGIR. -mmmm ons TWO WORKING DAYS BEFORE YOU DIG EXPIRES: 9-30-12 Tit My ENGINEER R.C.E No. 51152 4850 6 mmmmmmmmmmmmw_lml:l i�_■ ���o= o:mii■;i■�n■■■i■m_■ice �I�YIi11blY�/I■II■�■■ mm.mmmmmmmmwlmmmmmmmmmmmmmrm_■■�■rmi�■■■■mo IIl�J■SII■■■I■��■■�■■■ , .. ■■�■fii�iliti■■■■■�■�■■ '►-' i'. ,��■■■III■■■I■rte■■�■■■■mmmmmmmmmmmmmmmmsimmmMMMMMMMMMMMEMMMMMMMMMMmmmmoommmmmmmmmmmmo � t■It■-■■I�■■■I■■��■S■■■■ ■■�Y■■I■�fiiii�iii lmmmmmmmmmmmmmmlimmmmmmmmmiiiiimmm is mmMMMM"OTMMMN .,, �.■—■■lv■■■i■■a.■�■■■■ri�� ■vs■■i■v■■�■■ai�II■■■■■■■_■ mmmmmmmmmmmmmmmmmlimmmmmmmmmmmmmmmmmmmmmmmmmmmlimmmmmmmmmmilmmmmmmimmismmimmmmimmmmmmmmmmmmmmmmmmmmmmmmmmilmmilmmmmmmmmmmmminommimmmmmmmmmmmmmm lmmmmmmimmismmimmmmimmmmmmmmmmmmmmmmmmmmmmmmmmilmmilmmmmmmmmmmmminommimmmmmmmmmmmmmmlilnmmmmmmmmmmmmmli__,wlmmmmmmMMMMMME mmmmmmmmmmmmmmmmmlimmmmmmmmmmilmmmmmmimmismmimmmmimmmmmmmmmmmmmmmmmmmmmmmmmmilmmilmmmmmmmmmmmminommimmmmmmmmmmmmmm moommomm mmm �� EEMENNE �� �\ ■■■v■■■■■ !1■!!Y�I■■■EB■■B■■■■�■■ �iN-m- ■AI■■�■■■�■■■■ OMMMMMMMMMMMMMMMM-841mimmmmmmmmmlmmmmmmm_in� ��■■�a�■■■■�■■■■■�■■ � 1a■■�■■■w■■■■am■■■�: Immmmmmm _p� �a�■■��■■■�■■■�■■■ p�pp �■■s■■■■����■■b - ■■ _ . .:�m ...A ■MM!",.T;■■ ISiilRamE!,�■mIQmmm■■■mmmM■■■lE41.'■■■■MMM■i'i .AMIKMMMMMMMMMMMEIHEGr,�lmmlnTmm■!!E}m■mmid R-ammmmlyammmmmmm..:. mm V 10+00 11+00 12+00 13+00 SEE RIGHT r- 14+00 12+00 11+00 10+00 14+00 ,za HORZ: 1" = 40' I VERT: 1"=4' EMERALD AVENUE CURVE/LINE TABLE PARKING LOT Q# DELTA/BEARING RADIUS LENGTH TANGENT 1 S00'15'55"E -- 235.61' -- 2 53'16'05" 22.50' 20.92' 11.28' 3 N45015'39"W -- 4.47' -- 4 45'00'00" 22.50' 17.67' 9.32' 5 S89'44'21 "E -- 162.91' -- 6 29'07'41" 22.50' 11.44' 5.85' 7 N00'15'39"W -- 6.00' -- 8 N00015'39"W -- 9.00' -- EMERALD AVENUE STORM DRAIN CONSTRUCTION NOTES:SEE PARKING LOT LEFT �j CONSTRUCT 12" REINFORCED CONCRETE PIPE (RCP), SEE PROFILE FOR D—LOAD. CONSTRUCT TRENCH REPAIR PER CIN OF FONTANA STD. PLAN N0. 1008. OCONSTRUCT 24" REINFORCED CONCRETE PIPE (_RCP), SEE PROFILE FOR D—LOAD. CONSTRUCT TRENCH REPAIR PER CIOF FONTANA STD. PLAN N0. 1008. N O4 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION, AS NOTED, PER CIN OF FONTANA STD. PLAN NO.'S 3003, CASE C, AND 3004. GRAPHIC SCALE O6 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CIN OF FONTANA ao 0 20 ao eo iso STD. PLAN N0. 3005. O7 CONSTRUCT PIPE CONNECTION TO EXISTING STORM DRAIN PER CIN OF FONTANA STD. PLAN N0. 3025. @CONSTRUCT MANHOLE PIPE TO PIPE PER CIN OF FONTANA STD. PLAN N0. 3013. (IN FEET) 12 CONSTRUCT SINGLE GRATE CURBSIDE GRATING CATCH BASIN, V AS SHOWN, PER STD. 1 INCH = 40 FEET PLANS FOR PUBLIC WORKS CONSTRUC110N, STD. DETAIL N0. 303-2. Underground Service Alert SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENIIFlCA710N ���� M� RFyy�, TKE ENGINEERING, INC. 2305 CHICAGO AVENUE REQUIRED IMPROVEMENTS NOT COMMENCE STORM DRAIN IMPROVEMENT PLANS ���y RIVERSIDE, CA 92507 STORM DRAIN IMPROVEMEWT PLANS otawN etr: � CAMPUS PARKING LOT IMPROVEMENTS � AS 3HU�►N NUMBER BE ISSUED BEFORE A PERMIT TO '� `� ~ � � (951) 680-0440 DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT EXCAVATE WILL BE VALID Na89984 ERING FAX (951) 680-0490 CAMPUS PARKING LOT PROJECT MANNER, THE CIN ENGINEER MAY STORM DRAIN PLAN/PROFILE p�gqEp BY: o��: FOR YOUR DIG ALERT I.D. NUMBER CALL �a•s-�-�z UNDERGROUND SERVICE ALERT � ����� .r 9� lCy 20' lb REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH Thi OCT. 2010 TERRY RENNER R.C.E. No. 69984 �E� � BY: 1, � 'j,� �O �� �� 2 TOLL FREE 1-800-227-2600 °j` CAL'%F CONDITIONS AND STANDARDS IN EFFECT. � REnsIo►� oEsatiPnow oarIENGIR. an ons TWO WORKING DAYS BEFORE YOU DIG EXPIRES: 9-30-12 Tit My ENGINEER R.C.E No. 51152 4850 6 TKE JOB 4P 101-49