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HomeMy WebLinkAbout3817-50 i 0 i W a C 0 a A 3 a; i In R 0 N J U W CL / 0 w i / a i o► N N mO N X E n N r v in 8 N O I STALL) *•2 .. 11 10+00 10+00 0 O DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG PROFILE SCALE: SCALE: 1" = 1 " 40' = 4' Hyl I STALL) *•2 .. 11 10+00 10+00 0 O DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG � 1 ■ ■ i � - ■r■■■■ ■■■■n . � , � - r ► s Via, i ►, , �,: . : ■■■ ■ ■■ p lip, I • ■ ■■ � " �' N I+ . ill � '.awl I STA L 10.64' 184; R'C. (b- 350) i m w (0!� 1 e ! Z F" FINISh G 0_I�ND, OWER S. i n • .,.• ' •NN u g■ 00 00 ■ ■■■■■■�■I■■�.....�•-- i ■� 51+00 NOTE: FONTANA WATER COMPANY TO PROVIDE 1' MIN. BETWEEN WATERLINE do STORM DRAIN OR CONCRETE ENCASEMENT AT WATER COMPANY'S DISCRETION. SEE ENCASEMENT DETAIL ON SHEET 6. 52+00 W 53+00 rml L�= 00 .Q M LO W 54+00 —1-4--; — i 294.50' 11601 R.) .P;.(D1-1 55+00 56+00 CYPRESS AVENUE Z CO SEE IS"� 8 1 TA 47+73.3 ! `'� PEPPER DRIVE I ` o V— f �4 i A 45', 8=24", C=5.7 T. STA 11+03.86 11 1 { I i I TRACT N(. 1667`8-2 0" D2-60" W=14 , V=5.471.31 F" C) 54: R.C.P. SEE ISHEE 8 8 CB NO.11, CASE B ACT N0. 166178-1 1 I I ZO 54 R.C.P. SEE SHEE 4 \ 100=1.8 CFS 4 PROP R/W 2 9 I 9 2 O Z_ R " " ` V� 255-021-011 ONE SHEET ILE 1 -------- ------------ -� -- ----- ----- --- ------ �P I W R I p / - - ►A==4 3 0 IN PIP s , SEE PROFILE STA 50+43.6 1 53+43.6 I- Q 46+99.96 / / HEREON D 1 -45+00 — — — 4q,1.p4_ — r� io z^ �, :r W O ZZ STA. 47+25.18 JQ. -fk=#5"; -0=7�' I r — — — — — — — — — - — — — - p -- — - — - — — — — - — — -} — — — — — - — — — — — — — — V� Ln � �, " a � .�. Z _D1=�4 ; f32=84 TA 47 9 A=45', B=2 C=3.1 $ ��� w -V un 10 v..P. SEWER MA�1G PER w -- —w w W Q � — MH D1=60 ; D2= 4 D1-60 , W g OFF—SITE TA. 47+4 0 = " D2=60" TRACT 16678 SANITARY SEWER 0 '^ ''�/^� VJ VJ INTERIM STA. 125+22.94 255-091-38 255-091-40 U)255-081-03 - - ��,pl I I EXISTING R W SANTA ANA AVB* E CC 255 081 03� I 48" R.C.P. SEE SHEET 4 EXISTING 8" WATERLINE PER UL M DWG. NO. 2042 IO O I I- _ FUTURE R/W i I 1 w � SEE OFF-SITE INTERIM CONDITION LINE "A" SHEET4 CONSTRUCTION NOTES CONSTRUCT STD. MANHOLE PER A.P.W.A. STD. PLAN 320-1, DETAIL ON SHEET 11 4 HORIZ. VERT. PROFILE SCALE: SCALE: 1" = 1 " 40' = 4' TOLL FREE 1 800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � 1 ■ ■ i � - ■r■■■■ ■■■■n . � , � - r ► s Via, i ►, , �,: . : ■■■ ■ ■■ p lip, I • ■ ■■ � " �' N I+ . ill � '.awl I STA L 10.64' 184; R'C. (b- 350) i m w (0!� 1 e ! Z F" FINISh G 0_I�ND, OWER S. i n • .,.• ' •NN u g■ 00 00 ■ ■■■■■■�■I■■�.....�•-- i ■� 51+00 NOTE: FONTANA WATER COMPANY TO PROVIDE 1' MIN. BETWEEN WATERLINE do STORM DRAIN OR CONCRETE ENCASEMENT AT WATER COMPANY'S DISCRETION. SEE ENCASEMENT DETAIL ON SHEET 6. 52+00 W 53+00 rml L�= 00 .Q M LO W 54+00 —1-4--; — i 294.50' 11601 R.) .P;.(D1-1 55+00 56+00 CYPRESS AVENUE Z CO SEE IS"� 8 1 TA 47+73.3 ! `'� PEPPER DRIVE I ` o V— f �4 i A 45', 8=24", C=5.7 T. STA 11+03.86 11 1 { I i I TRACT N(. 1667`8-2 0" D2-60" W=14 , V=5.471.31 F" C) 54: R.C.P. SEE ISHEE 8 8 CB NO.11, CASE B ACT N0. 166178-1 1 I I ZO 54 R.C.P. SEE SHEE 4 \ 100=1.8 CFS 4 PROP R/W 2 9 I 9 2 O Z_ R " " ` V� 255-021-011 ONE SHEET ILE 1 -------- ------------ -� -- ----- ----- --- ------ �P I W R I p / - - ►A==4 3 0 IN PIP s , SEE PROFILE STA 50+43.6 1 53+43.6 I- Q 46+99.96 / / HEREON D 1 -45+00 — — — 4q,1.p4_ — r� io z^ �, :r W O ZZ STA. 47+25.18 JQ. -fk=#5"; -0=7�' I r — — — — — — — — — - — — — - p -- — - — - — — — — - — — -} — — — — — - — — — — — — — — V� Ln � �, " a � .�. Z _D1=�4 ; f32=84 TA 47 9 A=45', B=2 C=3.1 $ ��� w -V un 10 v..P. SEWER MA�1G PER w -- —w w W Q � — MH D1=60 ; D2= 4 D1-60 , W g OFF—SITE TA. 47+4 0 = " D2=60" TRACT 16678 SANITARY SEWER 0 '^ ''�/^� VJ VJ INTERIM STA. 125+22.94 255-091-38 255-091-40 U)255-081-03 - - ��,pl I I EXISTING R W SANTA ANA AVB* E CC 255 081 03� I 48" R.C.P. SEE SHEET 4 EXISTING 8" WATERLINE PER UL M DWG. NO. 2042 IO O I I- _ FUTURE R/W i I 1 w � SEE OFF-SITE INTERIM CONDITION LINE "A" SHEET4 CONSTRUCTION NOTES CONSTRUCT STD. MANHOLE PER A.P.W.A. STD. PLAN 320-1, DETAIL ON SHEET 11 4 HORIZ. VERT. PROFILE SCALE: SCALE: 1" = 1 " 40' = 4' SD LINE TABLE 0 TRENCHING PER CITY OF FONTANA STD DWG NO. 131 D N 89'58'17' W 1275.99' 33 CONSTRUCT 24" R.C.P. (D-1350) P N 45'01'43' E 33.83' © SAW -CUT AND REMOVE EXISTING PAVEMENT R N 45'00'00' E 13.04' ® CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD PLAN 331-2. DETAIL ON SHEET 10 Q9 CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD PLAN 340-1, DETAIL ON SHEET 10 GRAPHIC SCALE QO CONSTRUCT MANHOLE PIPE TO PIPE PER A.P.W.A. STD PLAN 322-1, DETAIL ON SHEET 11 40 0 20 40 80 160 11 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN 300-2, DETAIL ON SHEET 10 1�►C0�21/4 ® CONSTRUCT 60" R.C.P. (D-1350) - Z SCALE 1" 40' >k 19 CONSTRUCT 6 1/2- MIN. AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED SUBGRADE trVIL��\P ® CONSTRUCT LOCAL DEPRESSION PER OFFSITE STREET PLAN OF CA FOF� D CONSTRUCT DOUBLE BRICK AND MORTAR PIPE CLOSURE - TYPE "B" PER DETAIL ON SHEET 6 ® CONSTRUCT 84" R.C.P. (D-1350) SHOULD CONSTRUCTION OF THE REQUIRED �oQaoFE Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA IMPROVEMENTS NOT COMMENCE WITHIN TWO y���"; Crouse/Beers & Associates, Inc. TRACT No. 16678-1. —29 —3 & 16678 YEARS OF THE DATE OF APPROVAL SHOWN HEREON Engineering * Surveying * Planning * Construction Management STOR DRAT I P Ply AND CARRIED FORTH IN A DILIGENT MANNER, THE c DRAWN 1 "=40' N0 Suite 200, Norco, Ca. 92860-1967 CITY ENGINEER MAY REQUIRE REVISIONS TO THE x•12-"� 2191 5th Street, OFF—SITE 951) 7 6 2 0 Fax (951) 736-5292 DESIGNED BY: PLAN D PROFILE DATE Civil. me MAY, 2005 PLANS TO BRING THEM INTO CONFORMANCE WITH ''�'oF CAL• - CHECKED BY: AP ovED DRAWING No.: REV. RFNSION oEsaMnaN DATE ENGR. arY DATE STANDARDS IN EFFECT. OUGL N. CROUSE R.C.E. No. 23796 EXP. 12/31/05 DATE - 't�.381 jj2jF 51152 DATE 9