Loading...
HomeMy WebLinkAbout3417-7i 1 ST. STA. 9+95.00 'ROADRUNNER RD.'= =10+00.00 CIL M.H. NO. 10 1 ST. STA. 10+00.00 'ROADRUNNER RD.' 1 =ST. STA. 35+95.55 'DUNCAN' CA INT BASIS OF BEARINGS: THE NORTH LINE OF THE SOUTHEAST 1/4 OF SECTION 23 T.1 N R.6W S.B.M. SHOWN AS N89059'18"W PER AMENDING TRACT MAP NO. 13750, M.B. 250/48-66 5 SHIEET 4 CAN ,4NYON► II I ' I � �1 I: ( IN I I I I Gid. - �. eo I 92' 46 46' 27' 191 34' 1 LEGAL DESCRIPTION: 2.2 PROP R/W- 11 +00 N4512'25'W BNDY PROP STREET C OWNER/DEVELOPER 12+00 PROP. 24' WA SEE NEW SOILS REPORT BEING A PORTION OF SECTION 23, CENTEX HOMES Albus-Keete & Assoc. AND 24, TOWNSHIP 1 NORTH, 2280 Wardlow Circle, Ste 150 1403 North Batavia Street RANGE 6 WEST, SAN BERNARDINO Corona, CA 92880-2896 Orange, CA 92867 BASELINE AND MERIDIAN. Ph: (909) 279-4000 Ph: (714) 7449760 Fax: (909) 273-2100 Fax: (714) 7449750 -51 6 TRACT NO. 1832; —1 s Go 21 NO z 20 10 �' zoo �B Ng N+ N N U 1 U�Di 62 V I PROP R/W N14+00 3 N45'1225'W 15+00 16+00 3 17+00 N45'1225'W a — i ..a— — — PROP 153 TRACT NO. 1632-5-2 GRAPHIC SCALE 40 0 20 40 80 BENCH MARK: REV. REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE KG xx 1w ,54 15+15.50 'ROADRUNNER' -1+57.00 'S' STREET EXTRA STRENGTH 8' VCP 8' END PLUG O S - 0.1269 INV. - 1623.64 LF =54.0 zF1r=1 _U 5� �3 TR PER DWO NO 3425 PROP 24' WA I b'`F -- — -- — — PRAP 30' STORM DRAIN PROP R/W Z f SHEET s 9 2 3 PROP. 24" WATER PER PHASE 1 6 WATO IMPROVEMENT PLANS PER SqT 7 OF 12 ROADRUNNER ROAD 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. SEAL -ENGINEER Q�EssI i-Ulit No. 31681 i V * Exp. 12/31/04 * \CIVIV � OF cA1.�F \/ 3 %0 1 N +m o 00� Z .50 �+ I-z0o (4 N U 4 1 ,5 RE.CORO OR AW 1 NGc Q�pFESS���; HU;, y O V i No. 3138108 CONSTRUC1 ON NOTES Ot CONSTRUCT 8' EXTRA STRENGTH VCP SEWER UNE, BEDDING PER DETAIL ON SHEET 1 O CONSTRUCT 12' EXTRA STRENGTH VCP SEWER UNE. BEDDING PER DETAIL ON SHEET 1 © INSTALL MANHOLE SAFETY LEDGE PER APWA DETAIL 330-1 ON SHT 1 O CONSTRUCT 72' DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO. 112 CURVE DATA L10MMSEARM RADW L90I H TMMMT OA 034015" 880.00' 58.38' 28.20' EnE7 -- — & Fbreman,Inc. E1017i Civil Engineering - Planning - Surveying - Public Works 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 DRAWN BY MSM PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: 09 -4awqAM4jC%-,-l z t l QlD3WBY* MSM HA A L N. AT RLB CITY OF FONTANA, CALIFORNIA COYOTE CANYON ROADRUNNER ROAD FROM DUNCAN CANYON RD. TO 900'± WEST OF DUNCAN CANYON RD. SE ER PLANS APPR BY: CIE ENGINEER R.C.E. 51152 D rn 3 Ln N M 0 O 0 DESCRIBED BY METROPOLITAN WATER DISTRICT SO. 3 CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE 1-11 a) INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE 0 Y U O SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 M 1-1 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL 0 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH TWO WORKING BEFORE BEFORE DAYS BEFORE o, o > ON THE NORTHWEST CORNER OF A 10 FOOT WIDE YOU DIG YOU DIG 0i-0 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD Q f I 0_ Mo MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". TOLL FREE 1-800-227-2600 N N REGOR0 OQ NAVD 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT KG xx 1w ,54 15+15.50 'ROADRUNNER' -1+57.00 'S' STREET EXTRA STRENGTH 8' VCP 8' END PLUG O S - 0.1269 INV. - 1623.64 LF =54.0 zF1r=1 _U 5� �3 TR PER DWO NO 3425 PROP 24' WA I b'`F -- — -- — — PRAP 30' STORM DRAIN PROP R/W Z f SHEET s 9 2 3 PROP. 24" WATER PER PHASE 1 6 WATO IMPROVEMENT PLANS PER SqT 7 OF 12 ROADRUNNER ROAD 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. SEAL -ENGINEER Q�EssI i-Ulit No. 31681 i V * Exp. 12/31/04 * \CIVIV � OF cA1.�F \/ 3 %0 1 N +m o 00� Z .50 �+ I-z0o (4 N U 4 1 ,5 RE.CORO OR AW 1 NGc Q�pFESS���; HU;, y O V i No. 3138108 CONSTRUC1 ON NOTES Ot CONSTRUCT 8' EXTRA STRENGTH VCP SEWER UNE, BEDDING PER DETAIL ON SHEET 1 O CONSTRUCT 12' EXTRA STRENGTH VCP SEWER UNE. BEDDING PER DETAIL ON SHEET 1 © INSTALL MANHOLE SAFETY LEDGE PER APWA DETAIL 330-1 ON SHT 1 O CONSTRUCT 72' DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO. 112 CURVE DATA L10MMSEARM RADW L90I H TMMMT OA 034015" 880.00' 58.38' 28.20' EnE7 -- — & Fbreman,Inc. E1017i Civil Engineering - Planning - Surveying - Public Works 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 DRAWN BY MSM PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: 09 -4awqAM4jC%-,-l z t l QlD3WBY* MSM HA A L N. AT RLB CITY OF FONTANA, CALIFORNIA COYOTE CANYON ROADRUNNER ROAD FROM DUNCAN CANYON RD. TO 900'± WEST OF DUNCAN CANYON RD. SE ER PLANS APPR BY: CIE ENGINEER R.C.E. 51152 D rn 3 Ln N M 0 r- 0 3 1-11 a) 0 Y U O M 1-1 U) 0 a_ o, o > 0i-0 Q f I 0_ Mo 'n N N N M O � I �M w0 /o M N SCALE: % 0 1"=40' o DATE: NOV 2003 0 6 zq: DRAWING NO.: 0, a3417c o Xg o 3� v, � J