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N �� + a 0 `�'p Lo 1 0� ' 3 PROP. ^� I o II + 4 w t c� IM ROVEMENTS aW i I h II 1 II ' 7- it II XO y`O o- XO II o AC WITH SAND ON TO o- R W �� �� ..� / � X o .-wF- 1 v +r °ir 0) �m - .N� N (no N0 -- - - °0 �wa �Q�� V)0 fno - wa Q cno �0 No - - - l T 'a,, - u > - - • w N I \ , I ,5p PROPOS D 8" WATER 1 16+44.p7 �G 516.9 TC f �6 I Fc EX. R W GJ- - -- --- - - - _ .10:00 t- - - EX � � R W o ' \ �� 44' cP k �E ISG - LOCUST AVE x �> •� RELOCATE WATER VAL / z= � . - ., STA -11+10 S J A AS NECESSARY, A JUST TO GRADE. �? 9 ;, . -_;, t' S1T31 , P p\ r. `\ �:El , ;; k R ,. X. \ f }: 5 X - - -- - ✓p 8 -1 m =10+00 FOOTHILL BLVD 32 / �� ,� n �, PER SEWER DWG 2936 _ -,_ _-_- -- -- - - - # " � - C EXISTING 14 WATER oJOIN " - - - ---- � �, -� EXIST. A a EXISTING / - - - _ _ -- - - ----- � 1, , i ��s I 18 '�>o f ��, 8 o _!",� IreX ; �- 1 t ? F -I; � s�S�C '16.31' 6.3 o o I cc`,4, _1 EXISTING AS 12' WEST OF CL n '� LINE 11' W OF CL . w o, "C+,Oq) a� - 1 3 �\� - - SEE DETAIL "A" THIS SHEET 1 / J� a� SEWER 1 14 f / / �' 1 6� 1 5 w w M 1 7 \ - \, •--� -` -`� - --�00 5� W- - --� r Q I \ - �- -- `W I LOCUST AVE \ EXISTING MH \ EXISTING 6" WATER \ I \ \ PER DWG NO. 2936 \ L, z CL LOCUST�AVE, STA 16+94.50 N o W CL BARBFE ST STA 10+00.00 � w c� cn o Z w \ - -- u_ Z \ I \ " EXISTING 8 WATER \ ~EXISTING CURB -_ - -�.'-' U (n ") PER DWG NO. 2936 EXISTING CURB \ _ --� � _ / / NOTE: 1. SEE TITLE SHEET TO VIEW CROSS SECTION OF LOCUST AVE - LLI w_ -- �\I � � Lu BASIS OF BEARING: - CONSTRUCTION NOTES NO. DESCRIPTION CONSTRUCT 6.0' PCC SIDEWALK PER CITY OF FONTANA STD. PLAN N0. 1015 SAWCUT AND REMOVE EXIST. PAVEMENT VARIES I co SEE SHEET 1 0rFSc,, GRIND .10' MIN. EXIST. PAVEMENT 4 REMOVE EXIST. AC DIKE �© - {` CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN N0. 1003 AND OVERLAY .10' MIN. WHERE APPLICABLE 5 1 2 AC CAP 8 0 COLD PLANE EXISTING ASPHALT MIN 5' INSTALL PETROMAT AND CONSTRUCT MIN 5' OVERLAY FOR SMOOTH JOIN " �4f` h `' \` '� " BENCHMARK: STAMPED S.B. CO. `a 7 CONSTRUCT 6.5 AC PAVEMENT OVER 12 MINIMUM OF 95% COMPACTED NATIVE - 57 SUBGRADE PER CITY OF FONTANA STD. PLAN NO. 1000 SURVEYOR, 7-9 1970 �l0. 5 [ 11 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. 1005 ELEVATION = 1307.15 y CONST UC (MIN) (MIN) REMOVE REDWOOD HEADER WHERE APPLICABLE �� �� . .: .. �..; . ` '" :::. ; `:' CLEAN SAND • . 18 = " ;rt'; REMOVE EXISTING ASPHALT AND CONSTRUCT 6.5" AC ' OVER 12" MINIMUM OF 95% COMPACTED NATIVE SUBGRADE CITY OF FONTANA STD. PLAN N0. 1000 MM PAVEMENT W PER 20 0 20 40 60 Y '��� 14 REMOVE EXISTING AC BERM 8" AC BERM - BRASS CAP E.C.R. OF NORTHEAST AT EXISTING CORNER OF sar�'vi��,�a 16 REMOVE EXISTING POWER POLE AND UNDERGROUND EXISTING OVERHEAD UTILITIES PAVEMENT ff f>t NEw PAVEMENT AC DETAIL A » " �� BERM WTH SAND BASE DETAIL B 7 �� CONSTRUCT 6.5 AC PAVEMENT OVER 12 MINIMUM / OF 95% COMPACTED NATIVE SUBGRADE PER CITY OF _ --�� � _ -- -- FOOTHILL BLVD. AND LOCUST AVE. Gad 17 INSTALL 16000 LUMEN HPSY STREET LIGHT (150 WATT #15) 30 LUMINARE HEIGHT lNOT TO SCALE NOT TO SCALE FONTANA STD. PLAN NO. 1000 Sca I e 1 " = 20' PREPARED TINDER THE SUPERVISION OF: SHOULD THE CONSTRUCTION OF THE QRpFESSIG��9 CITY OF FONTANA, CALIFORNIA o Underground Scar y'Dos A° Osr t REQUIRED IMPROVEMENTS NOT �,� R < Q- M A Y F .LAND PLANN/NG e e CIVIL ENG/NEER/NG QQ��QL� 931 o SECTION 42164217 OF THE GOVERNMENT CODE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN ,�� P�,. Mph 2c� ti d , :GEOMATIC ENGINEERING ..STREET E�1C�UG`�1CC QO[�C� •GPS & ROBOTIC SURVEY/NG 'RECORD D RA w1N IMPROVEMENTS REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE HEREON AND CARRIED FORTH IN A v- w -� m 3 No. 57580 o o •crRAx3nLASERscANNiNG QOO �p �' DRAWN BY: THE FOOTHILLS TRACT 2183 SCALE; ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL DILIGENT MANNER, THE CITY ENGINEER MAY REQ IRE REVISIONS j EXP. 12-31-2005 NLT , H: STREET IMPROVEMENTS V: 1" 20' " ' 1 : 4 UNDERGROUND SERVICE ALERT TOLL FREE TO THE PLANS TO BRING THEM INTO J'T CIVIL �� 2001 E. FINANCIAL WAY STE. 10 GLENDORA CA 91741. PHONE: (6 , 914-5788 FAX: (626) ; 4-5757 WEB: www.meg.bz DESIGN BYE LOCUST A ENUE 5.5' RTH FOOTHILL BLVD. DATE 1800-277-2600 TWO WORKING DAYS BEFORE YOU Al RECORD DRAWING5 5/16/09 tt#vw- �'Ia' CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. qTF 0�� OF CA1-�E WMRJ -- TO 6 4.5' ORT F LL BLVD. 6 OCT 05 DIG CHECKED BY+ A WILL M. RAYMOND JR 57580 EXP. 131/2005 BY; DWG. NO. 3 5 REV REVISION DESCRIPTION DATE ENGR, CI DATE J10.E WMRJ C Y E G EER RCE NO, 51152 3908_I!n M