Loading...
HomeMy WebLinkAbout5724-4LLj _J LL z Q m I O C0 U V'_I 00 N I O N C r 0 0 E Cn w I— C) I LL_ L_ nv W cn Q) 0 w LO O 4 C 0 LL_ Q) a m 00 N I O N O N �I Q) 41 9 ,409FS - ,CR IIVIrI\VVLIYIGIVIJ r�R ( 4.57FS –ECR DETAIL B ON SHEET 2 33' TR O COLD PLANE EXISTING AC (0.17') ND OVERLAY WITH ASPHALT CONCRETE. � 136 TRANSITION (10.1 TAPER) 2A 66 Z77 00 +NNS Crl U� \ e, iM W - \\ a �' CONSTRUCT 8 CURB & 1.5 GUTTER PER CITY OF FONTANA STD PLAN N0. 1000 07 r`? c� c� li pM \\ \ �-..Lii`. ON O C3�Mp� Ln�d4 C/) T W M N La_ ` f Q LC) I� : \\\��� , � \\�\v� Fla\,:. - _- �:; �U N � M t� Gp ', o U W.. _�_ � W __..._: -I- � f— Lit _... ....... � — '�., i— V- U Ln d7 G va ,x ..:: QLf.�t M ONc~pa pmC)n �4NcO \\ > : ~ �`' (� r' M to O r N 00 N...(0 ..m _ W.. _ \\ \ ' is ¢.¢ .. w - . w 4 o ITS CONSTRUCT 8" ASPHALT CONCRETE DIKE PER CITY OF FONTANA STD PLAN N0. 1007 CA _ _ - ft� Lo Y o rn 6 Cl 6 o pNOW Mooa Lf�OQ� x NF-' W nJ N - �t # + I -- W O N (.0 EX W LY F� /VV -� <? a Ln a� o N w N (::.wO _ 5 PROACH W PARKWAY &SIDEWALK W=PER PLAN PER CITY OF �. �, N N _ CONSTRUCT DRIVEWAY AP 0) C14 0 Iii'.: {-._�� ;;s.. ( c ., o"" _ �� , ,-r. & B 0 SHEET 2. EXIST RIDGEUN (E ¢ ' E (6 .� LL. ,� , FONTANA STD PLAN N0. 1002. SEE DRIVEWAY APPROACH DETAIL A N _.. w _._ C4 � __ - ; _.r.� �.-- .�� DAYfGHT '- ,�' � cn o _. � G ,n _.M., aE ? µ" cn o rn rn cn o a� rn to o a� cs� .'' W ,x — — 6 CONSTRUCT 4 PCC SIDEWALK PER CITY OF FONTANA STD PLAN N0. 1006. < µ....�: »., '... .w. .. r .... .. . » ..... »..... ... ..... , . . ...,.,, CONSTRUCT PAR AIN S 6 ANGLE — PER PPWC STD NO 151 2IN ET TYPE ON SHEET 2 mc Co, x 1 � SAW CUT T E XISTING AC PAVING T \ R SEPERATE PLAN 5 g� 2 g�`° N� , �9 STREET LIGHT PER 10+00 1.20% $ 1.30% 11 +001.30% 12+00 1.30% 13+00 50 — — 10+50 11+50 12+50 g� NO* 18'55"E 10 CONSTRUCT AC BERM WITH SAND BASE PER DETAIL 1 ON SHEET 2 BANANA AVENUE W Z O Cn p ,, •— Ca a v w N CURVE TABLE CURVE # LENGTH RADIUS 0 TANGENT C3 43.98 28.00 090°00'00" 28.00 C4 43.98 28.00 089°59'39" 28.00 LINE TABLE L NE I # LENGTH BEARING L5 23.49 N00° 18' 55"E L6 137.00 N05° 58' 58"E L7 25.30 N00° 18' 55"E L8 4.70 N15° '08' 59"W a, (a». (G' r _ ��, _»_ ____ ___ _ _ __ ¢ ______ _____. ___ ___ _ ,£ DIS POSITION NOTES EXISTING CURB + L0 EXISTING CURB zN r C) co o _Q r- 101 REPLACE POWER POLE TO UNDERGROUND ELECTRICAL BY OTHERS (SCE) &GUTTER z o� m: 102 RELOCATE GUY WIRE BY OTHERS (SCE) F m , a ADJUST FIRE HYDRANT TO GRADE _.. eb � RELOCATE/REMOVE TREE [105] PROTECT IN PLACE TREE 106 RELOCATE WATER METER BY OTHERS z * STREET LIGHTS PER SEPARATE PLAN & PERMIT 20' 0' 10' 20' 40' * STRIPING & SIGNING PLAN PER STRIPING & SIGNING IMPROVEMENT PLAN " = 20' SCALE: 1 BENCHMARK PLANS PREPARED BY: CITY OF FONTANA, CALIFORNIA Underground Service Alert - DESIGNATION: OF 630 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PID: EV9265 QROfESS���� STREET IMPROVEMENT PLAN Ca11:T011 FREE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN `��`�� TT F WestIL AND 1-800 ELEVATION: 1048.53' (NAND 88) � ��TGroup,Inc. t_and Surveyors •Civil Engineers • GtS DRAWN BY: SCALE:»227-2600 LOCATION: 300 FT. SOUTH FROM THE INTERSECTION OF SLOVER AVE HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY No.62794 WLG BANANA AVE NORTH OF SANTA ANA AVE 1 = 20 AND POPLAR AVE 33 FT. WEST OF POPLAR AVE AT LIGHT STANDARD Ex • 9�30�2018 4150 CONCOURS ONTARIO, CA 91764 JOB NO: 2016-281 P � DESIGNED BY: PLAN & PROFIL ROM 9+50 TO 12+".25 DATE: TWO WORKING DAYS BEFORE YOU DIG FOOTING NUMBER 4237246E A STANDARD MWDSC 3-1/4 IN. ALUMINUM ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM J� �Q PHONE: (909) 989-9789 FAX: (909) 989-9660 WLG06/03/2018 DISK SET FLUSH IN FOOTING 1.5 FT. WEST OF CURB FACE CIVIL c��/017 INTO CONFORMANCE WITH STANDARDS IN EFFECT. CHECKED BY: A PRO D BY: DRAWING NO: 4 ' A-QA(0t LUQ L DATE. 5724 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SIGN TORE: R.C.E. N0. DATE CITY ENGINEER R.C.E. 51152 6 dw 06/03/2018 M R-' xi-, W -, 'O 's -- 6 'V-1 - "\ ... 'H I - o"o", ", ..... ... .... \ ...... -'\ , �o Lx ------- I h R Z --- — ------------ 0 CL en z LL, w-0 ul z F- 0 z qq z z z 02 M LL w Lu o 0 0 Lu Of IM IM E'fl zo 17T e a cf) s E) M . . .......................... . .. . . ........... ... .. . I I iTp 1. ...... ....... .......... - ----- .. .. . ....... . ..... .. . ........ ... . . ...... .......... . . .. C�� C, �) U- C' m , Lu w 0 '-tj-4, Of 9 ZZ6 El .0 W) ------------ - -------------- - --------------- - ol x ........ . . 11 - -------- + 2 7 r116)II Wle;fl 1171li6) oo�" . ....... ......... .. . . . ....... - "'ZO \-F s 00-01 . ......... ..... — -- ------------- 011111 19- "N' M - ---------- - Y— - - - - 1111+0111 ------------- + ci-- + "o W r I 3HS 33S 3NI-I;O1VW 09+65 - - - - - - - - - - - - C 133HS 33S - 3NIINDIVW 09+6 CO LU CL w