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Home My WebLink About2894-4T. TGT. NO. 31 FD. W/NAIL & CO. TAG ELEV.=938.78 1 to .A. AS—BUILT STA. M 0) �ba 24+95 F– LAT. 0236-181-22 26+75 W 0236-181-21 – LAT. W 29+51 LAT. V) W W 04 - D OIUD O O O O > `n 0 o Construction truction Notes: 0 N � - • 01 CONSTRUCT 18" EXTRA STRENGTH V.C.P. SEWER • � v) PER CITY OF FONTANA STD. DETAIL NO. 112 MODIFIED TO 5' INSIDE DIAMETER MANHOLE N W J 03 CONSTRUCT 6" EXTRA Z — — CITY OF FONTANA STD. DETAIL NO. 125, AND 125A OR 1258 z H OCONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER WITH 8" DIA. ULn WATER 11GHT PLASTIC F- `A W SQ Q °° 06 CONSTRUCT CONCRETE ENCASEMENT PER DETAIL ON SHEET 3. 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TAG ELEV.=938.78 1 U M 0 36-181-24 66-181-2-- x x x ,x x x x x x co �� SA co W W V v v V v N N CA U -, EXIST. )R/VN -+ N -+ W N XIST. C & W — — - — — —4 — — xu cn co 7J — c w — — — �— v is ton W cD / cp Ln N x� 3 x �EAWST. 45" STORM DRAIN ..90 S 47 SD(B) 940 PROPOSED MEDIAN CURB -941— *L4 T w x 21 o a vmr x x 23 2 P x NW37'31 "E x co 25 x CIDx T\x Ln X w x 3 `° to Cn Q) W p Ln Ln o ,wb ® �8>>w) (811w) (84) —J — ,,, i !nr► MTR S . 'C&G x Vt::NUtz 0236-181. 22 x x x 0 Z x TURF C&G sss x 9� ILDx 5 x ��j x o co `� co 95 0 4 •� Ln �iV` N p `° l0 0 -P •co O O L4I •I1 • 0236-191-14 O \ N L�i \ l � j � 0236-191-23 N= I l N= �Q Hcf)M cf) M 2 2 WLY SEWER LATERALS — WEST APN to .A. AS—BUILT STA. M 0) �ba 24+95 F– LAT. 0236-181-22 26+75 W 0236-181-21 – LAT. W 29+51 LAT. V) W W 04 - D OIUD O O O O > `n 0 o Construction truction Notes: 0 N � - • 01 CONSTRUCT 18" EXTRA STRENGTH V.C.P. SEWER • � v) PER CITY OF FONTANA STD. DETAIL NO. 112 MODIFIED TO 5' INSIDE DIAMETER MANHOLE N W J 03 CONSTRUCT 6" EXTRA Z — — CITY OF FONTANA STD. DETAIL NO. 125, AND 125A OR 1258 z H OCONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER WITH 8" DIA. ULn WATER 11GHT PLASTIC F- `A W SQ Q °° 06 CONSTRUCT CONCRETE ENCASEMENT PER DETAIL ON SHEET 3. U M 0 36-181-24 66-181-2-- x x x ,x x x x x x co �� SA co W W V v v V v N N CA U -, EXIST. )R/VN -+ N -+ W N XIST. C & W — — - — — —4 — — xu cn co 7J — c w — — — �— v is ton W cD / cp Ln N x� 3 x �EAWST. 45" STORM DRAIN ..90 S 47 SD(B) 940 PROPOSED MEDIAN CURB -941— *L4 T w x 21 o a vmr x x 23 2 P x NW37'31 "E x co 25 x CIDx T\x Ln X w x 3 `° to Cn Q) W p Ln Ln o ,wb ® �8>>w) (811w) (84) —J — ,,, i !nr► MTR S . 'C&G x Vt::NUtz 0236-181. 22 x x x 0 Z x TURF C&G sss x 9� ILDx 5 x ��j x o co `� co 95 0 4 •� Ln �iV` N p `° l0 0 -P •co O O L4I •I1 • 0236-191-14 O \ N L�i \ l � j � 0236-191-23 N= I l N= �Q Hcf)M cf) M 2 2 WLY SEWER LATERALS — WEST APN DESIGN STA. AS—BUILT STA. LAT. EXT. 0236-181-23 24+95 LAT. 0236-181-22 26+75 LAT. 0236-181-21 28+22 LAT. 0236-181-20 29+51 LAT. SEWER LATERALS — EAST APN DESIGN STA. AS—BUILT STA. LAT. EXT. 0236-191-14 20+95 LAT. 0236-191-23 25+50.00 EXT. 0236-191-22 1 28+75.00 EXT. Undffffound Swivice Alert 1111,0,0, SECTION 4216/4217 OF THE GOVERNMENT Vill, r CODE REQUIRES A DIG ALERT IDENTIFICATION 4�Q��'� FF NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID No. 164342 Exp. 6/30/105 FOR YOUR DIG ALERT I.D. NUMBER CALL * F UNDERGROUND SERVICE ALERT 9TF 'j TOLL TOLL FREE 1-800-227-2600 or CA. TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. CITY DATE cn 0236-181-21 0 co x PROPOSED 48" §T0 -2M DRAIN � MT � I \ ��/� � A RO 27 CTt � ss x x O co UcO cn P - (8„w) rnP Ln Ln 70— io M to GIST. R/W N L, PROP /W cD to Ln bo :N (661) PROPOSED STD. DETAIL 125A 1258 6 I � 3 ��z O - 1' EXIST. R/W (40'-52') EX. CURB FACE 21.5' .35 SD .,45 S R C . V. ELEV.=975.77 Ln 0236-481-20 V 0236-181-20 ac0 PROPOSED 48" RCP PROPOSED 18" I 1 VCP SEWER �I 4 X�,- EXIST -960 000 ;0236-191– 2 x • co (D O O Ln cn N O Z ch ZQ N (88') FUTURE R/W (52') EXIST. R/W EX. CURB FACE SURVEY CONTROL DATA TGT NO. NORTHING EASTING BEARING DISTANCE 31 4631.13 9940.03 N00'37'31 "E 2729.50 E'LY Rew SCALE: 1” = 40' �a (e'�o 3 � � o S� ate. o z COUNTY OF SAN BERNARDINO smix mw APPROVED: 4 � TYPICAL CROSS SECTION SCALE: 1"=10' L.D. KING, INC. SHOULD CONSTRUCTION OF THE 2151 CONVENTION CENTER WAY PLAN AND PROFILE OF SEWER IMPROVEMENTS REQUIRED IMPROVEMENTS NOT SUITE 100 COMMENCE WITHIN TWO YEARS OF THE ONTARIO, CA 91764 (909) 937-0200 FOR DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT CHERRY AVENUE MANNER, THE CIN ENGINEER MAY i�-Z� -(75 REQUIRE REVISIONS TO THE PLANS TO CARL J. FR R.C.E. No. 16434 DATE STA. ZO+OO.00 TO STA. 3O�-OO.00 BRING THEM INTO CONFORMANCE WITH EXPIRES 6-30-05 CONDITIONS AND STANDARDS IN EFFECT. CHIEF, DESIGN DIVISION CITY OF FONTANA, CALIFORNIA CHERRY AVENUE DRAWN BY: CHERRY AVENUE SEWER IMPROVEMENTS SCALE: P$ AS sNowN DESIGNED BY: UPA TO SLOVER AVE. DA PS 0 100 ' 0' NORTH OF JURUPA OCTOBER 2005 CHECKED BY. ' DATE: DRAWING NO.: 4 RCN TY ENGINE R.C.E. No. 51152 2894 19 JN 12414 City of Fontana E:\dwg\12414\Cherry\12407AS14.dwg, Plotted: Apr 20, 2005 – 11:16am Mylar: U,-/ LUQ uz) L 37 7360.46 9969.82 F– LlW V) W D O O o Construction truction Notes: M • 01 CONSTRUCT 18" EXTRA STRENGTH V.C.P. SEWER F- 02 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. DETAIL NO. 112 MODIFIED TO 5' INSIDE DIAMETER MANHOLE W J 03 CONSTRUCT 6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER = CITY OF FONTANA STD. DETAIL NO. 125, AND 125A OR 1258 z H OCONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER WITH 8" DIA. WATER 11GHT PLASTIC PLUG WITH TIGHTENING BANDS SQ 06 CONSTRUCT CONCRETE ENCASEMENT PER DETAIL ON SHEET 3. E'LY Rew SCALE: 1” = 40' �a (e'�o 3 � � o S� ate. o z COUNTY OF SAN BERNARDINO smix mw APPROVED: 4 � TYPICAL CROSS SECTION SCALE: 1"=10' L.D. KING, INC. SHOULD CONSTRUCTION OF THE 2151 CONVENTION CENTER WAY PLAN AND PROFILE OF SEWER IMPROVEMENTS REQUIRED IMPROVEMENTS NOT SUITE 100 COMMENCE WITHIN TWO YEARS OF THE ONTARIO, CA 91764 (909) 937-0200 FOR DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT CHERRY AVENUE MANNER, THE CIN ENGINEER MAY i�-Z� -(75 REQUIRE REVISIONS TO THE PLANS TO CARL J. FR R.C.E. No. 16434 DATE STA. ZO+OO.00 TO STA. 3O�-OO.00 BRING THEM INTO CONFORMANCE WITH EXPIRES 6-30-05 CONDITIONS AND STANDARDS IN EFFECT. CHIEF, DESIGN DIVISION CITY OF FONTANA, CALIFORNIA CHERRY AVENUE DRAWN BY: CHERRY AVENUE SEWER IMPROVEMENTS SCALE: P$ AS sNowN DESIGNED BY: UPA TO SLOVER AVE. DA PS 0 100 ' 0' NORTH OF JURUPA OCTOBER 2005 CHECKED BY. ' DATE: DRAWING NO.: 4 RCN TY ENGINE R.C.E. No. 51152 2894 19 JN 12414 City of Fontana E:\dwg\12414\Cherry\12407AS14.dwg, Plotted: Apr 20, 2005 – 11:16am Mylar: U,-/ LUQ uz)