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HomeMy WebLinkAbout3035-3CONSTRUCTION NOTES 1& CONSTRUCT 42" DIA. R.C.P., D—LOAD PER PLAN O4 —CONSTRUCT 18" DIA. R.C.P., D—LOAD PER PLAN S&CONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 322-1. &CONSTRUCT CATCH BASIN PER STREET IMPROVEMENT PLAN 8& CONSTRUCT 24" DIA. R.C.P., D—LOAD PER PLAN 10 CONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 320-1. 11 CONSTRUCT 30" DIA. R.C.P., D—LOAD PER PLAN 12 CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD. NO. 340-1 18 CONSTRUCT BRICK & MORTAR PLUG 19 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. NO. 331-2 NOTICE TO CONTRACTOR �c �c CONTRACTOR SHALL POTHOLE & VERIFY EXACT LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV REVISION DESCRIPTION F-ECoV-D DV-AW1N6 LINE "A" DATE M. I CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT z -n -o1 HCi 5•c/ 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 CONDITIONS AND STANDARDS IN EFFECT. CURTIS AVE SEE SHEET 14 CURTIS SEE SHEET 7 /QROFESS/4r�\ oU-j ��rm z = No. 31681 Z Exp. 12/31/04 \s> CIVIC \lF CA��F/ OQ icD NOTE: LAT A-2 & A-3 PROFILES SHOWN ON SHEET 11. Number Delta Radius Length Tangent 01 6'03'26" 837.00 88.49 44.28 02 23102'26" 850.00 341.81 173.25 03 16'59'00" 837.00 248.10 124.97 ® 412'37" 863.00 63.42 31.72 05 412'37" 850.00 62.46 31.24 © 45'00'00" 45.00 35.34 18.64 `' R�ECo�Z� DRA�� N � �► �Cjj �oQ�O1:ESS/p, �Z7(0 > ��Q �pRtHUR W � No. 318H Exp.12 3 s�9rc l V C reman Inc. Civil Engineering " Planning • Surveying " Public Works 1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777 PREPARED UND R THE SUPERVISION OF: -e�91 s1t,7(6z HAROLD A. GARCELON R.C.E. 31681 DATE: 1"= 4040 0 40 80 scale feet CITY OF FONTANA, CALIFORNIA SUMMIT HEIGHTS II BY-STOF�1MADS11 DPAN 111 3MVE 4ENT PLANS SCALE:1 40' D BY: �� AVEN« ATE: MADS 182+00 -TQ 10-26-01 BY -DWG NO.: GM SN 4nry runiurrn n n r r� rn - 3n T�