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HomeMy WebLinkAbout5141-2CONSTRUCTION NOTES O CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. DWG. NO. 1000. O CONSTRUCT 6r AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE. O3 SAWCUT AND REMOVE EXISTING PAVEMENT. O CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. DWG. NO. 1002. O5 CONSTRUCT PEDESTRIAN ACCESS RAMP PER CITY OF FONTANA STD. DWG. NO. 1003, AS MODIFIED HEREON. O CONSTRUCT 0" TO 8" CURB TRANSITION. O7 SAWCUT, REMOVE AND DISPOSE OF EXISTING CURB. O8 2" GRIND AND OVERLAY EXISTING A.C. PAVEMENT. O9 CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. DWG. NO. 1006. 10 CONSTRUCT CURB INLET CATCH BASIN WITH LOCAL DEPRESSION PER CITY OF FONTANA STD. DWG. NO. 3003 (CASE A) AND 3004. 11 SAWCUT, REMOVE AND DISPOSE OF EXISTING CONCRETE WALK. 12 CONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD. DWG. NO. 1007. 13 PLACE 3" AC OVER COMPACTED NATIVE SOIL. 15 EXISTING UTILITY FACILITIES TO BE RELOCATED. SEE TRAFFIC SIGNAL PLANS. 16 REMOVE EXISTING GRATED CATCH BASIN. 17 RELGCATE STREET SIGN. 18 INSTALL TYPE 3 UNDER SIDEWALK DRAIN PER CITY OF FONTANA STD. DWG. NO. 3001. 19 RELOCATE EXISTING STREET LIGHT. INSTALL AT NEW LOCATION PER CITY OF FONTANA SID. PLAN 404. 20 EXISTING UTILITY BOXES TO BE RELOCATED BY OTHER. 21 REMOVE AND DISPOSE OF EXISTING WALL. 22 REMOVE AND DISPOSE OF EXISTING CULVERT UP TO THE BACK OF EXISTING SIDEWALK. 23 INSTALL UNDER SIDEWALK DRAIN (W=4') PER CITY OF FONTANA STD. DWG. NO. 3000. lwm20' 0+00 *m MATChLNE STA. *M.10 WE SHEET 3 I 1+0� s CR I 1� i ,• - l� \ gu f s _ O 123.`12 TC yab`Es . ry^ "ry ,1".. II k \ dE l III ` � = ' ..' / o �.im i 1 E I II �ES.d- !! // 1 I' FS W/t7 C DEPRESSION 10 PR }6aESR/W I 11 o ry/I� �E AIL A/ 1 w ry 11+03.35 t 7 g E5 ryy. ry.- ',`2 RE ON ON II �,1� �tig \ 5. ,, 94 .. ,� . t� 28.58 W:; •• R'. W'. •.° . 172'00"_I°- ��• o':cF;. K�" : 1• � \ L_ - I , °. .. .. tg St S c42+7200- j1 7 3-,�6,`a5� 1. .. .I • �E . `.� PROPERTYlz L wV C - II c.. .- -- L _ - : 8 11 3 j 7 EXISTING _R/ 2 5Al712 8 4 - 1 1111. _ - � - - - -- _ - 3 15 c z - II II try . 6 8 ytc 77, crybet�6� 3 8 ka - - 16 e - - - - - - - - - - _ II +-- -gip-�� - _ ----�- --- II - - - - --- rn ryry ^ - 04 ------ ' ,oma o, Ll i. ---- ---f-- - - 04 N N ,0 -L2 -r - - - - - v - - - o- - � - n D - (E / (E m c �E (E N N M ( St') -) sty COM _ _ 4 ^ N N C-4 V� � N \�\� --_ 1--- --_..�� ------ - - - -- - - - ----- - - ---�- - --- - - -- - \tea WU P.M.B. 165",_1 5`' c l\\ (140iWIDE PUBLIC RIGHT-OF=WAY) - ------ (n ...- f C ` I� E dgSG Sl ,L� �1ESl � 111gLcgESI LO 1�o x 11 gaES III I �0+50/ 7� - --1175 CL - O \ 09�y1E 111\1159 `,1},116 s O IF� D c ja MMAANNMAAMMN�MN. AN.NvSv.AA'hJ.NvV.4NA ` DIAL CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT Cl 31.42 20.00 90'01'07" 20.01 C2 18.86 12.00 90'02'04" 12.01 C3 15.71 10.00 90'00'00" 10.00 C4 54.98 35.00 90'00'00" 35.00 O IF� D c ja MMAANNMAAMMN�MN. AN.NvSv.AA'hJ.NvV.4NA ` DIAL TWO TOLLFREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG smmmiginee I A\ON ENGINEERING SERVICES, INC 2605 TEMPLE HEIGHTS DRIVE, SUITE A, OCEANSIDE, CA 92056 b, ' 1 °a a - O'LaF.1 �fQ (G \4 e 18 MODIFIE S SH 1 " � F�.tl • d • a �� a Q' \ a 7• 122.42 TC 12+65.68 BCR 122.41 r �2+72QQ �L 2.5 C:) 1 AC TO MATCH M00 14:+ 13 I I EX. SIDEWALK Oq ap 00 C�4 N N M I __.._ _..m.- ........ _......_ N�� �^1 • �F 11 X212 N�0 nrr�G (\1 -!7 �0- �^M + MNX ✓v r�C (SDS- C"4 - -----�-- TEL: 949.366.2180 FAX 800.653.4193 . REVISION DESCRIPTION DATE SHOULD CONSTRUCTION OF THE REQUIRED ESS! Prepared Under The Supervision Of IMPROVEMENTS NOT COMMENCE WITHIN TWO ��`��� M' Sq 4.1 JARS OF THE DATE OF APPROVAL SHOWN HEREON z AND CARRIED FORTH IN A DILIGENT MANNER, THE w N0. 44180 m CITY ENGINEER MAY REQUIRE REVISIONS TO THE cr� EXP. 6/30/15 PLANS TO BRING THEM INTO CONFORMANCE WITH �yT C/VI� R�\P _/��°1' ��Date :5/11/15 STANDARDS IN EFFECT, F0 CALIF° KURT M. SAXON RCE: 44180 DRAYM BY: SC SCALE: 1 GRAPHIC SCALE 0 0 10 20 40 80 ( IN FEET > I inch = 20 ft. CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN VALLEY BOULEVARD AS SHOWN ARCO AM/PM GAS STATION DATE /10067 SIERRA NUE, FONTANA, CA 92335 APPR JOB NO.: Z 7 Q 5141 4