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HomeMy WebLinkAbout3518-710 11 .............. ......... ........ -z- —4- . .. . . ... z .... . . ..... . ... . ....... ... ....... ... 7, 16 - - ----+ _4_ PROFILE SCALE 2 ------- - -------- t J ------- .............. 11 NOO*32'18"W 19.00' l" WATER SERWCE ........... 3+20.26 --j 1+00.00 JUNEBERRY LANE NONE NONE 112: SEWER XING ---HORIZ. 11 40 - --------- . ...... ------ 24 RCP SO C MH NO. 5 zzz_ =T- C-� 7, = - - - ----- PER CITY DING. - =J" NONE - - ---- ----- 3+70 NO. 3519 VERT. 1 4 =t E__ a- . ... ..... ....... ... ........ . . ...... . ..... . . . ....... ........ .. ...... ...... 4 RECORD DRAWING 2 / F ----------- -4 '7 .. .... ..... ----------------- --. ... ...... . . .... -- - ---------- ........ .. . -- - -------- - --------- . ....... 7= .. .. . ... .. .. . ..... .. - - - - -------- - --------------- -- ... .. ........ - - ---- -------------- 41 .......... 4— - - ------- -__=,777Z77771 z=-_7 =7 -='E ------ 717= 7-_ -------- 4--=171--, --------- ------ .............. ........... . ... 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Z�, 1=7 ... . .... .. #�� -a, , - 4- T=,=_ . .. ..... . .. .. . ........ ­­� ------ - - --- - ----- - + ------- -- - ------ -- .. ........ .... . . . . ....... _7 Jr 4 ------- ------- 4 ........... ...... ....... E�_ -7- _-_ .......... --------- ... ......... . . 7,-. 7 7-7, 4� E=_ ..... .... . --------------- - . ......... 41— ------------------ 7_77:t 17�- -a ------------ 2 3 4 1 2 3 4 10 11 12 13 14 is 16 NOO*32'18"W 284.01' 2 NOO'32 1 18 " W 301.88' 11 NOO*32'18"W 19.00' l" WATER SERWCE (TYP.) 3+20.26 1+88 1+00.00 JUNEBERRY LANE NONE NONE 112: SEWER XING 5+6o.65 CRABAPPLE LANE NONE —30" RCP SO 24 RCP SO C MH NO. 5 —R1W Typ 3 PER CITY DING. NONE NONE 2 3+70 NO. 3519 NONE NONE DRA WING N 9-7 3518 2 RECORD DRAWING 2 / F 0 CRABAPPLE LANM SEE SHEET 6 BENCH MARK: EL = 1077.40 CHISELED BOX IN EASTERLY TOP CURB, TAMARIND AVE.; 60' SOUTH OF TAMARIND CT., 500' SOUTH OF SLOVER BASIS OF BEARINGSo THE BEARINGS HEREON ARE BASED ON THE CENTERLINE OF JURUPA AVENUE SHOWN AS NORTH 89'04'00" EAST PER PARCEL MAP NO. 16074 P.M.B. 278/78-92. 8 - W4 TER _'<7R/W 119 Y OTHERS 118 05=1 - 0:) gill NAZI :4 wal swYAMMA SCALE: 1"=40' 7. 1 // RED CEDAR COURT SEE SHMET 8 12\ 3+84.01 JUNEBERRY LANE 1+00.00 RED CEDAR COURT MH NO. 6 17 "=;;I RED CEDAR COURT SEE SH=ET 8 1+00.00 SCOTCH PINE !KAY 1 2+40.73 RED CEDAR COURT -4 � MH NO. 7 1 MATTHEW C. HICKS RCE NO. 63494 EXP. 09-30-08 .............. RED CEDAR COURT SEE SHEET 8 - ___ 1 .4 -d!!7 12" SEWER X11 36" RCP SD 19 RI/W 21, 20 3+11.3? 12: SEWER XI G 3+81.00 24 D 12" SEWER XING 36" RCP SD —1+16.-75 8" WA TER TIN—G RIW 12" SEWER 8 " W4 TER B Y 0 THER,' 103 LACEBARK STREET SEE SHEET 9 1 1 or 09CEVER CONSTRUCTION NOTES INSTALL 12" EXTRA STRENGTH VCP SEWER LINE INSTALL 4" SEWER LATERML & RESIDENTIAL CLEAN-OUT PER CITY OF FONTANA STD 125 INSTALL 48" I.D. MANHOLE PER CITY OF FONTANA STD 112 4+01.88 SCOTCH PINE WAY 1+0 .00 LACEBARK STREET C MH NO. 9 4+20.88 SCOTCH PINE WAY 1/-1+00.00 LACEBARK STREET A C MH NO. 10 4 3\I 3 —36" RCP SO PER Cl TY .3+95.00 DWG. NO 3519 8" WATER X1 G 12" SEWER 102 4+11.38 12" SEWER XING 102" RCP SO LACEBARK STREET SEE SHMET 9 WAY SCOTCH PINE A STREET "Vl" LINSCURVE DATA TABLE DESIGN BEA RINGIDEL TA RADIUS LENGTH TANGENT 1 NOO*32'18"W 284.01' 2 NOO'32 1 18 " W 301.88' 11 NOO*32'18"W 19.00' 4+01.88 SCOTCH PINE WAY 1+0 .00 LACEBARK STREET C MH NO. 9 4+20.88 SCOTCH PINE WAY 1/-1+00.00 LACEBARK STREET A C MH NO. 10 4 3\I 3 —36" RCP SO PER Cl TY .3+95.00 DWG. NO 3519 8" WATER X1 G 12" SEWER 102 4+11.38 12" SEWER XING 102" RCP SO LACEBARK STREET SEE SHMET 9 WAY SCOTCH PINE A STREET "Vl" LOT NO. DESIGN "AS BUlLr a4CKFLOW pREvENTER MODIFIED WYE 10 1+12 �vj I L S S Jop c, 1", 'IT -/- C-0 r" �j NO. 63494 r-1 4 Exp. 91 , 35091406 tz c V1 r/l, 0 NONE NONE 11 1+44 NONE NONE 12 1+88 NONE NONE 13 2+46 NONE NONE 14 2+88 NONE NONE 15 3+46 NONE NONE 16 3+70 1 1 NONE NONE 40' JO' 20' 10' 0' 40' 80' 1 GRAPHIC SCALE. 1"=40' D VVVVVVVVVV~ DIAL TWO WORKI G BEFORE DAYS BEFOIRE YOU DIG YOU DIG TOLL FREE 1—ROO-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. �vj I L S S Jop c, 1", 'IT -/- C-0 r" �j NO. 63494 r-1 4 Exp. 91 , 35091406 tz c V1 r/l, 0 PLANNING 0 DESIGN IN CONSTRUCTION J 3536 CONCOURS, SUITE 220 ONTARIO, CALIFORNIA 91764-5592 909.581.0195 - FAX 909.581.0192 a www.RBF.com r 1 IC33 in CONSULTING D 0 PREPARE UNDE?7HE IERISI F: DATE:z-24-e* MXTTHI!W C. KKS RCE NO. 63494 EXP. 09-30-06 CITY OF F00"'TA' "A, CALIFORNIA SEWER -PROVEMENT PLANS DRAWN BY: JUNEBERRY LANE & B. B. SCOTCH PINE VIJAY DESIGNED BY: TRACT 16495-1 B. . A OVED BY: 3141, K D B 94 RICARDO SANDOVAL R.C.E. 51152 DATE: SCALE: ill 409 JOB NUMBER 15-100634 DRA WING N 9-7 3518 2 RECORD DRAWING 104/ D D D