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Al,') -q- -7. 4 --------- - - 7: -- ---- --- - -------- PROFILE 4 __7 77. - E J mvkil . ..... t '17._, . ..... _77 ........ .. =7 T _7 so HORIZ: 1 40 4�4 1_4 J 4 VIER 1: 1 4 ---- - ----- 4 ------ 1-7� 7 4 1 ........ ------ ------ ------- ------ ------------- 144 145 146 4 147 148 149 150 151 152 153 154 NOTES A/ .CONSTRUCTM &-CONSTRUCT DBL. 10' x 8' REINFORCED CONCRETE BOX PER DETAIL 1, CONTRACTOR SHALL PROTECT ILITI CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 333-1, AND PROVIDE SHOP DRAWINGS APPROVED BY A CIVIL ENGINEER FOR SUPPORT OF ALMERIA EXISTING 66" RCP &-CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 334-1, CASE 2, T84T TRACT 162M AVENUE PER DWG. NO. 1949, SHT. 2 OF 10 -CONSTRUCT MANHOLE PER APWA STD. PLAN 323-1, 630-2 & 635-2, A/ USTM DE71ENTIMI BAM OF THE AFFECTED AGENCY L.L. UCTION 4 EASEMENT 0 w '', li�h. PIER DWQ NO.- 2M TRACT IM TRACT 1M TRACT 10M 0 6 CONSTRUCT WINDOWS PER DETAIL 2, AS SHOWN ON , ols. I "I% _ - - . --- SHEET 3 138' L -1 8 INSTALL 24" RCP, 1350-D 11 CONSTRUCT 48" CMP RISER PER DETAIL 2, AS SHOWN 0 ON SHEET 2 ll 21 APR 2*10-m 19 APX M-0-15 I T 13 �l 0) ill t) CID 7 11' EXISTI BLOC 0 12 CONSTRUCT BRICK AND MORTAR BULKHEAD PER DETAIL 5, AS SHOWN ON SHEET 2 15 CONSTRUCT MANHOLE PER APWA STD. PLAN 320-1, AS SHOWN ON SHEET 6 00 0 *0% - - - - - - -A- 5 TRENC-1: -"L7 DAYLIG LINE 17 GRADE EARTH SWALE PER DETAIL 1, AS SHOWN ON SHEET 2 t% 0 REMOVE EXISTING FENCE AND REPLACE AT R.O.W. AFTER CONSTRUCTION smt 1�/ vy ------ ------ L_ E-171- TI-11HE W4 -4Q TO THE SATISFACTION OF THE CITY ENGINEER, DISPOSE 'SALVAGE OF EXCESS MATERIAL ;4,4 + R/W 41 > LO 11 _j _49 �!z < ILLJ R D 21 REMOVE, AND REPLACE AFTER R.C.B. CULVERT 0 me -p HAS BEEN CONSTRUCTED 4�1 4u)[L B 7 __4= r=-=, oFP oFP ---- OF oFP ------ - 0 OFP -UM- -­v'FP`---____1q OF oFP ------ 00 26 -------- - ---------- 7 001 S.C.E. PRIOR TO CONSTRUCTION, CONTRACTOR TO PROTECT IN PLACE AFTER RELOCATION ca 26 PROTECT IN PLACE - Nor,.= p . . . 28 29 CONSTRUCT JUNCTION STRUCTURE PER APWA STD PLAN 331 -2, . . . . . . . g- nip �n 0 M, M AMR (a35 -CONSTRUCT CONC TD. PLAN 380-3, AS SHOWN =.V'm mmw,=�' 0 Z 7 7 7 w 26 7=/ T --3F A *57'08" E 26 26 k S w 89'57'05" E f -EXISTING A.C. PAVING 24 uj 28 26 1 0) R A 21 S 21 "S 21 S— S V's TRENCH DAYLIGHT LIINE Ll N 9 ! 20" ---- ------ 20 W - - ------ ��_�cc w 7-> A - — /--Pl :�"r CD 'B-Bw - ----- w -251 — I --- NOTE: SEE SHEET NUMBER 7 FOR TYPICAL SECTKXS some Z (d V LO -ta - __w_ 7_R TV w ------ rc — u') --- ---- TV- NC9-wCw AND 2D'-'PDw 4) ILL lyj --- --- 11.� I- \ -- - " I- -Z I ) V51 4 Z cd F 0\ ----------- 7: - -- - - - - - - - - - - - - - - - - - -- ILLI 00 z ILLI z LLI 04 ,A CIS 79671 6"_qgspol 1 6 %11 R/W to LO - - - - -- R/W Z (0 04 x 7�1 v3 to z 1 n 1 0 -4 Z,0 1 1 11 W IL z LO 00 z N %1 Dqk:: (FONTANA WATER CO.) U (FONTANA WATER CO. Ln r*z xa- TRACTvw_1 14 * in N. Xa- 12- ) ALMERIA a- TRACT WN pa- +W -j + �'z­ AVENUE 3� 00 w 0 LO z 7, -4 7 X V� af GRAPHIC SCALE 44 <. _j (f) C) (FUTURE) SEE DETAIL CN SHEET 19 40 0 20 40 80 160 1 12 6" mus 6 -4 m (N I Ems or— I uj IN FEET I inch = 40 ft REV. REM" DESCRlP'n0N DATE ENGR. CITY DATE Pmp.-u-ed By: CITY OF FONTANA, CALIFORNIA Q%1,4 J. ALLARD ENGINEERING SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NO I BASEM AVOW= STORM MAC"MSE 2-STAGIN I AA.A~AAAAAAAAAAA~ 11111k? 44 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, . . . . . . . . . ... Civil EngWmrMg - Lmd Su""ing - 9M Slum Avmue Land Planning DRAWN BY. DA/D13W`/CGR/WF PLAN ARD PRORLE SCAUE 1*=40' SHMET DIAL ING 0 No. THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO uj 36052 rn Fmtam, Cakimia 92M DESIGNED BY: STA. %40W_!P�"T DATE: BEFORE YOU DI15 BEFORE a-, BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Exp. (9ffl) 356-11315 Fax (909) 356-lM5 DBW DECEMBER, 2001 STANDARDS IN EFFECT. CIVI\- mp /?_ CHECKED BY: Af� BY- DRAWNG NO.: 13 TOLL FREE 1-800-227-2600 Raymmd J. All Date RJA 30w 19 (mipires 6/30/213a4) CITY ENGINEER R.C.E. 51152 DATE: Filename: M:\DWG\14902\B0X-PHA5E2\STAGE 1\52-sdl3.dwg