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HomeMy WebLinkAbout5875-41070 LY Z L L=243 ' L=25.79' CURVE C CURVE D a rn Lo o c� W � r __j 0 o ti to D }� h O o O Lo- rncof I� D 0 2(Y-46' W/O CENTERLINE 0.08% 1070 j�Y o� to� v� _ J ,,, �108i CD +� „r„Y„ r„Y,,, �,�,,�, ,�,� ,� ,�,�, „Y.......,, ,�,�,�� ,�,� ,�, �.......,�, ,��,r„Y ,�,�,,� 0 ,�, ,�,� „Y„ ,�,�,� �,��, ���,�, Y,,,r„ ,�,� ,�,�,�, ,� � 0 � n, r„Y,,, r,�„....,�,�" ,.,�,, Y,,,r„Y r„Y,�, ,�,� �, „�,� CD�� CL CD+ 0 0 o o to ca G �. ul). o ,.� ,o + 00 �. Lo..� ^ — ...... h ...... ...... .... ..... ..... _ ...... _.. ...,. ... .. ...... ... ._. ...... .. .... ...... _. ._. ...... ..,. ...., .. .... ...... ..... .... .. ._. ..... ...... .... ...,. EX. GRADE 0 CENTERLINE 1 J 1 r PROFILE SCALE: 1 1 HVERT. i 4,0� _ _ .62+00 1 56+00 5'7+00 58+00 59+00 60+00 61 +00 u 63���+00 SEE DETAIL SHEET 1 PAVEMENT LEGEND — REMOVE EXISTING AC PAVEMENT — CONSTRUCT NEW ASPHALT PAVEMENT — CONSTRUCT NEW PCC SIDEWALK — GRIND AND OVERLAY — CONSTRUCT PCC IMPROVEMENTS BENCH MARK: CITY OF FONTANA BENCHMARK NO. "289" FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF POWERPOLE NUMBER 61319 AT THE NORTHEAST CORNER OF THE INTERSECTION OF SANTA ANA AVENUE AND CATAWBA AVENUE. ELEVATION = 1032.22' (NGVD '29) CYPRESS TOLL FREE 'mmm' 1-800-422-4133 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. 0 20 40 80 120 SCALE:1 "=40' SHOULD CONSTRUCTION OF THE REQUIRED 'OF ESS/pNq� IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE * R.C.E. NO. 56155r CITY ENGINEER MAY REQUIRE REVISIONS TO THE c1', Exp.12-31-20 Q PLANS TO BRING THEM INTO CONFORMANCE WITH 9TFOF REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. CA\, AL U�IU CONSTRUCTION NOTES: 0SAW-CUT & REMOVE EXISTING A.C. PAVEMENT. O GRIND AND OVERLAY EXISTING PAVEMENT. 5' WIDTH MIN. O REMOVE EXISTING MAILBOX. 4O REMOVE EXISTING CURB AND GUTTER 50 REMOVE EXISTING SIDEWALK 6O REMOVE EXISTING FENCE (2)EXISTING POWER POLE TO BE REMOVED BY SCE FORCES. 8O REMOVE EXISTING DRIVEWAY 90 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1000 10 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. (WIDTH PER PLAN & DETAILS) (DCONTRACTOR TO CONTACT FONTANA WATER COMPANY IN REGARD TO EXISTING IRRIGATION WATER LINES IN CONFLICT WITH ROAD IMPROVEMENTS. 12 CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 957.) FOR NEW PAVING IN SLOVER AVENUE (T.I.=9.0) 13 CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 957.) FOR NEW PAVING IN CYPRESS AVENUE (T.I.=9.0) 14 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002 (MODIFIED AS PER DETAILS ON SHEET 2). (DADJUST EXISTING MANHOLE TO GRADE 16 REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STD. 4003 17 PROPOSED FIRE SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY). 18 PROPOSED FIRE D.D.C.A. TO BE INSTALLED (BY FONTANA WATER COMPANY). 19 PROPOSED FIRE HYDRANT TO BE INSTALLED (BY FONTANA WATER COMPANY) 20 PROPOSED DOMESTIC WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY) 0 21 PROPOSED IRRIGATION WATER SERVICE TO BE INSTALLED BY FONTANA WATER COMPANY @ PROPOSED CATCH BASIN - SEE STORM DRAIN PLANS @ PROPOSED STREET LIGHT - SEE STREET LIGHT PLANS (9 PROPOSED SEWER MANHOLE. ADJUST TO GRADE. - SEE SEWER PLANS 25 PROTECT IN PLACE EXISTING TRAFFIC PULL BOX. 26 REMOVE EXISTING WATER METER (BY FONTANA WATER COMPANY) CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C 93'00'46" 15.00' 24.35' 15.81' D 7352'22" 20.00' 25.79' 15.04' U �IU \1 ux'1 \ \ \ \ \ \ \ \ \ \ \ \ \ DRIVEWAY STA. 57+45.94 DETAIL SCALE: 1 "=20' Prepared Under The Supervision Of Thienes Engineering, Inc. CIVIL ENGINEERING *LAND SURVEYING 14349 FIRESTONE BOULEVARD DRAWN BY: LA MIRADA, CALIFORNIA 90638 PH.(714)521-4811 FAX(714)521-4173 S.O. DESIGNED BY- M.R. Date : 12/04/19 CHECK EINHARD STENZEL RCE NO. 56155 M.R. WD/D# 8-36C388410 ARP 19-021 CITY OF FONTANA, CALIFORNIA 3 STREET IMPROVEMENT PLAN co CYPRESS AVENUE SCALE: rn 11 FROM STA. 56+00.00 TO SLOVER AVE. AS SHOWN co to SLOVER GATEWAY COMMERCE CENTER DATE:tO S/W CORNER OF S OVER AVE AND CYPRESS AVE r; PF R D BY ° ° DRAWING NO.: 4 ' DATE: 12/9/19 5875 M CITY ENGINEER R.C.E. 51152 4 0