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HomeMy WebLinkAbout3348-3LIZ 1119 1118- 1117 EXISTING GROUND SURFACE 1121 1120; -�- / 1119 1118 1117 EXISTING GROUND SURFACE PROPOSED GROUND S o%/ ^-nArM 1121 STA. 2+55 HORIZ. SCALE: 1"=10' VERT. SCALE: l"=2' STA. 3+00 HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' 90.5' EX. R/W rp EX. R/W 1117—� 1115 1114 � EXISTING GROUND SURFACE 4' 1 1112 q .: STA. 4+50 HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' PR. •R/W r),), -L —1116 —1115 —1114 68' PR. R/W 1118 61' 7' 11't 41 17' 3' I 1117 /7 EXISTING >> wq'�6 GROUND SURFACE >>J6 �6, 4 Tei Q3 1116 ° 6 -- h3• -4' -1117 2 3 �~ _y SSS 1 Q s=2 s91 ;_ 1 "6 1115 j 2 _ 7 1114 4 STA. 5+00 19 2 1113 HORIZ. SCALE: 1"=10' 11X2.5 VERT. SCALE: 1"=2' 19 4 1112 FO SLLAv-� 0 o �� Eb.I�SES7 c Q' pl? R /w VERT. SCALE: 1"=2' 118 117 116 115 nvrti�. Jli/iLG I-IV VERT. SCALE: 1 "=2' �QPR. R/W 1 3 7 ZZZ.o�- 'Sss HORIZ. SCALE: 1"=10' PROPOSED -' :' % .. r ' _r:___ TA. _ _._.. _.__,� 1116 VERT. SCALE: 1"=2' GROUND SURFACE I 11 -�----L� � ��� � �� �: +�� BY OTHERS 68' 2 1115 6' 61' 7 1 29'f ��,. 12 59.5 5=2.791 �1� 11 4 5, -- - -- 1 111 <; �>>11.0'I �>> -�`I 1118 j - .,5--- - -- f 1118 79 �� 48.5 9 4>STA > �- ��' I F c 11 i 7-- f HORIZ. SCALE: VERT. SCALE: 1"-2' � / 1116 ^ • - - ,_,.,, .� �<;.-, �- v - .._._.__�::.._- ._ - 111 � 1 .1 - ..• �\�� N ., 5 �'� �� 2 � \ .o EXISTING GROUND SURFACE ���� ��.'`� 4 1 �o�' ���s �s� STREET IMPROVEMENT CONSTRUCTION NOTES: CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STANDARD DETAIL 1117 ' ' - ' --. - - 1117 �s ee�� h' F `� ' 12 STA. V+0 �� NO. 1003. 13 �q �� 2 HORIZ. SCALE: 1„=10' 2 CONSTRUCT 7' SIDEWALK PER CITY OF FONTANA STANDARD DETAIL NO. 1015. LEGEND: 1116 65, A 1 1 1116 VERT. SCALE: 1"=2' O EX. R/W O CONSTRUCT 0.48' OF ASPHALT PAVEMENT OVER 1.0' OF CLASS 2 AGGREGATE PROPOSED 0.48' ASPHALT STA. 7+50 BASE. ® CONCRETE PAVEMENT 70.6' 4'fHORIZ. SCALE: 1"=10' CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 0.10'). PROPOSED VARIABLE THICKNESS VERT. SCALE: 1"=2' 62.5' 5' ® ASPHALT CONCRETE OVERLAY � I O6 CONSTRUCT 18" SIDEWALK BARRIER WALL PER APWA STANDARD DETAIL NO. 622-1. 75' EX. R/ 1 14' 39.0' PROPOSED 0.10' COLD PROPOSED I O7 CONSTRUCT CATCH BASIN PER CITY OF FONTANA STANDARD DETAIL NO. 121. PLANE 6' 67' 8' GROUND SURFACE a8 CONSTRUCT 18" R.C.P. (1350D) STORM DRAIN. 65.5' BY OTHERS PROPOSED CLASS ii 'oma ' FS O CONSTRUCT 5' SIDEWALK PER CITY OF FONTANA STANDARD DETAIL NO. 1015. AGGREGATE BASE ,pry cc),meg' SAWCUT EXISTING PAVEMENT. /' /' / PROPOSED ASPHALT CONCRETE 1120 — —1120 PAVEMENT BY OTHERS S=2.39; 5 / j 8 1117 1.5� 1' 1117 13 CONSTRUCT COLD PLANE. b 7�29 _y ORIGINAL EXISTING ASPHALT 1119':1, ` S`1-991- 5 T �' 1119 sT-�'_' ° — 19 CONSTRUCT CONNECTION TO EXISTING STORM DRAIN. WITH CONCRETE COLLAR PER _' • � .; � ,. 3, 4 � ,_.-�--.� ,� � � _ , CONCRETE PAVEMENT �-----,-_\ ,rte , � � Fo 1116 f= APWA STANDARD DETAIL N0. 380 2. �s-. .. s� T�h%3�-3 - 1118 �°��:..� 1118 -_.. �.. 13 '° �A -sem �Q, 2 1115 1 DEMOLITION NOTES: 6' 'A 'A 12 �2 j �! n 1a REMOVE EXISTING CURB, OR CURB AND GUTTER. n EXISTING STA. 4+00 4 a REMOVE EXISTING PCC SIDEWALK. STA. 8+00 1 GROUND SURFACE HORIZ. SCALE: 1"=10' " 13 VERT. SCALE: 1"=2' 10 REMOVE EXISTING CATCH BASIN. HORIZ. SCALE: 1 =' VERT. SCALE: 1"=2' 22' Underground Service Alertss TKE ENGINEERING, INC. ESHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMENT T r3 4446 CENTRAL AVENUE REQUIRED IMPROVEMENTS NOT FORE y CODE REQUIRES A DIG ALERT IDENTIFICATION P. RIVERSIDE CA 92506 STREET IMPROVEMENTS COMMENCE WITHIN TWO YEARS OF THE STREETIMPROVEMENT PLANS NUMBER BE ISSUED BEFORE A PERMIT TO y � ' DATE OF APPROVAL SHOWN HEREON DRAM BY ALE SC 909 680-0440 nIR SIERRA AVENUE AS SHOWN ' ( ) SIERRA AVENUE AND CARRIED FORTH IN A DILIGENT EXCAVATE WILL BE VALID E>�.s 30-05 ,fr ' 'ERING FAX (909) 680-0490 MANNER, THE CITY ENGINEER MAY DESIGNED BY 1-10 FREEWAY TO VALLEY BOULEVARD DATE FOR YOUR DIG ALERT I.D. NUMBER CALL / UNDERGROUND SERVICE ALERT s� oIvI�- `� P �30��3 FROM I-10 FWY. TO VALLEY BLVD. REQUIRE REVISIONS TO THE PLANS TO TMR1*1 CYTONS MAY 2003 TOLL FREE 1-800-227-2600 °F' CALF MICHAEL PATRICK THORNTON R.C.E. No. 44226 BRING THEM INTO CONFORMANCE WITH CHECKED BY: BY: DATE: DRAWNG NO.: 3 EXPIRES: 6-30-05 CONDITIONS AND STANDARDS IN EFFECT. MPT $ • o 1W0 WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. CITY DATE348 12 CITY ENG NEER R.C.E.RCNo. 51152 3B #: 101-03