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3910-4
LOCU51:11 AVENUE I . [i --0 „.„ „Th -7,- - „,, , ____, j L CO 0 ALLEY I < T'-' SEE SHEET 3 \I---, I— i �� i 7.51' , P f I � I ,\ I 7.49' ill / I 1 5' 8"\ DIP �1\� I' = y. T 15 SEER MAIN SE SHEET 3 ! • - I' - I o ) 1 15 AL EY MIMI I I \ ' ` I I �- I " \ 1.TA 17+46.01 `-iA I jiT9 °' 000 ����+3��00 ����� STA 14+75.00 00 STA 15+',2.01 ©e A 6+09.00 ©��� S A 16 70.0 ©��� ©� �� AlliMil 0 ykr,.... .r•ma 1 t. i alb! 6” LI '-'\ all ,4 - - k \ ;i711, I n 1 hil --- - , I - 7- - I (Al `� PROP. 8 t� 12' 0 / — -- �. WATER LINE I \__ ,� -- -- - - 7 — �_. -- I STA=11+10 LOCUST AVE // I- -'' �__ v) — �- — =10+00 FOOTHILL BLVD 1 -I PER SEWER DWG #2936 _ --_ _L / ---- -- --- -- ./`'� — - -- - -- } _ - - — I / -- - - i / LOCUST AVEN E / --J / 4 ik 6--?3, \ 15 7 \CL LOCUST AVE. STA 16+94.50 o 14 EXISTING 3" EXISTING 14" \ CL BARBEE ST STA 10+00.00 EXISTING MH 1 \ N C/L EXISTING (MH#2) N GAS\ MAIN WATER LINE . C/L EXISTING (MH#3) \ - _ O C L E G �� +7II86-1=9CUST VE- CTUAL \ — -- -u- W F C/L 1-2 W OF C/L �- 17+97.84 LOCUST-AVE-(ACTUAL-) \A/ ___ 0.�.:- -��/ — — -- =17+-9a-50-PER-SEWER -0-W ,#2936 0 STA N91 RI 83 L-0CUST- DW - ( EXISTING 10� VCP \' . V' +42.00 PER SEWER DWG #2936 �t5+70 PER SEWER DWG #2936 1309 91 RIM \ - _- SEINER--MAIN-P ' / N -7- - DWG. NO. 29.6 �/� , =____*_' _ `i _ _ —� -EXISTING 6" WATER MAIN --� -- ' PER GWMR 2002 W ww CO E CO• SEWER LATERALS . (PER SEWER DRAWING #2936) LOT DESIGN STA. AS—BUILT STA BACKFLOW ,�t•••• BASIS OF BEARING: ....❖...... t•••••,.. CONSTRUCTION NOTES: DEVICE IS GRID NORTH, CALIFORNIA ZONE 5 PER NAD LOT #7 Sta=13+77 Sta=13+69 \fES ••••••••• ••• J.❖.❖. . . c, o,.•. ............ .. 83 COORDINATES. CENTERLINE OF LOCUST © INSTALL SEWER CLEANOUT PER CITY OF FONTANA STD. DETAIL 125 LOT #6 Sta=14+35 Sta=14+36 YES , FROM FOOTHILL BLVD TO THE NORTH 0 POTHOLE TO VERIFY ELEVATION AND LOCATION OF EXISTING LATERAL , •'•••000 . . °•'•'� `O• • BOUNDARY OF TRACT 2183. BASED ON LOT #5 Sta=14+93 tq+7p .le YES '•••: `V FOUND MONUMENTS, A CONC. NAIL IN 0 INSTALL BACKFLOW DEVICE '" ,a15[ `'' r LOT #4 Sta=15+51 15+5E3.31 NO :❖ FOOTHILL & A NAIL IN SHINER AT NORTH PL Ci CONNECT TO EXISTING MANHOLE LOT #3 Sta=16+09 l6 t L6.Z �(6S ,, r `✓ ' 0 AT CENTERLINE HAVING A BEARING OF 19 TRENCH REPAIR PER CITY OF FONTANA STD. DETAIL 131 - `_ o N01'53'20"W. LOT #2 Sta=16+67 16+ 66- LS YES L-^' LEGEND: 18001 nlo. �5 LOT #1 Sta=17+40 177+3Z•ZI YES Is ol, . 20 0 20 40 60 BENCHMARK: STAMPED S.B. CO. SURVEYOR, 7-9 1970" "9,,,,'47:6. ew��. - ELEVATION = 1307.15 X77 �� BRASS CAP AT E.C.R. OF NORTHEAST ,,-CA��'` Scale 1 = 2 O CORNER OF FOOTHILL BLVD. AND LOCUST � TRENCH REPAIR PER CITY AVE OF FONTANA STANDARD DETAIL 131 PREPARED UNDER THE SUPERVISION OF: SHOULD THE CONSTRUCTION OF THE QRpFESS/0 CITY OF FONTANA, CALIFORNIA (� ��,1 0 0 0 0 o REQUIRED IMPROVEMENTS NOT �,0 RA)-4 N�< 3`" •LANDPLANN/NG I�JU u������l�tlU u� ��U V��� ���� l� rte, e e �� •CIVIL ENG/NEER/NG COMMENCE. WITHIN TWO YEARS OF �� ��. M' 0�Fle, ��.� x aL��I1 LL •GEOMA T/C ENG/NEER/NG !/ r/ THE DATE OF APPROVAL SHOWN d 2 EHOONEEMIRM •GPS&ROBOT/C SURVEY/NG �Z�CoRD DRAWING SEWER PLANS I Q SECTION 4216/4217 OF THE GOVERNMENT CODE ti REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE HEREON AND CARRIED FORTH IN A •crR•vr3-DLASERscANNiNG0,N ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE DILIGENT MANNER, THE CITY 3 NO. 57580 Gpoup DRAWN BY; "THE FOOTHILLS", TRACT 2183 SCALE; „ E VALID FOR YOUR DIG ALERT I.D. NUMBER CALL ENGINEER MAY REQUIRE REVISIONS 1 EXP. 12-31-2005 * NLT SEWER 'CANS 1 =20 "'0 2001 E. FINANCIAL WAY STE 10' GLENDORA CA 91741 SEW LATERAL ' FROM 24 N. OF FOOTHILL BLVD. DATE UNDERGROUND SERVICE ALERT TOLL FREE TO THE PLANS TO BRING THEM INTO ,r Q PHON 626 '14-5788 FAX: 626 4-5757 W B: me i bz DESIGN BY:CIVIL ( ( > �' s , 1800-277-2600 TWO WORKING DAYS BEFORE YOU CONFORMANCE WITH CONDITIONS AND q�F o�� .�.,. WMRJ TO ' 3.23' . 0' Fog HILL BLVD. 6 OCT 05 DIG n RECORD DRAWINGS 5/26/09 !0✓ WI Z•/ ST'\NDARDS IN EFFECT. of CA��E I 0for , WILLIAM M. ' OND JR C. 57580 EXP. 1 1/2005 CHECKED B� APPROVED BY: i.1 • , •ir. DWG. NO. 4 REV. REVISION DESCRIF'TION DATE ENGR. CITY DATE WMRJ CI Y ENGINEER RCE NO. 51152 3910 5