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HomeMy WebLinkAbout3856-5P»SEWER EP8 CANYON ROAD RCpYOTE SHT• NO,5 SEWERN01' 3801 DWG 4 20+80.11 6 REMOVE END PEOGCE 20+91•g5 „ Zq SD �� X-ING = 1711.50 BOT SWR• = 1710.04 CIL INT �� TOP 8 CIL M.F.I. No. 25 DE AVENUE ON � 1 � � 1 ROOKSI CIL C -0I 1 30.6 P- - 9 22+36.6 86 ST TA. Zp+00.�,,,,�Oy(-fE CANYON YOo I I I 4" SD=22+3 1 -° I ` I PROP• 2=14+03', R�W - 14 �\ 1I I 1 -o 19+86.00 N0. o I LINE DW�1 NO. 3857 PROP• - PR�P�NP_OLEO 3801 -D�� �? PER _ »W PER DW I o � I � N N19'52'0 13 1 I� \ ROP&G 08.1 P.E•\ z W I \\ v► N w 1 22+00 Q SEWCANYON ROAD / I r PROP- 8 / � �� PROP• PEWER PLAN SHT• NO'S - / o, I g C&G WG NO 3801 W �/PROP- 1 WOOD _ ,Q C&G - - � Q ATER 1 W�- - ROP'"�i� C&G / PR0-P40• C& G I \ \ m am zn I N n -u Z (.n II 14 09.9 P.E. RIDAD 66YOTE C Ln 1+00 N19•52'03"W y - 22+00 / 21 00 STREET PRO P. 8» WAR PROP C&G PROP. R/W " SD 1 E„ PROP. 24 PIPE 57 CONNECTOR 38 PER DWG- NO. 111 28.6 P.E- C � INT. 6 BROOKSIDE AVENUE 22+41'8 VENWOOD PLACE CIL =10+00'00 MA 3 N BASIS OF BEARINGS- LEGAL DESCRIPTION: 01 BEARINGS ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTIO CD 'THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP OF THE NORTHEAST 1/4 OF SECTION 23 BOTH OF TOWNSHIP 1 NORTH, RANG 6 WEST, 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. AS SHOWN ON AMENDING MAP OF TRACT NO. 13750, FILED IN BOOK 250 OF MAPS, AT PACES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY 3 RECORDER OF SAN BERNARDINO COUNTY, cn BEING NORTH 00°3074' WEST. cn BENCH MARK: REV. REVISION DESCRIBED BY METROPOLITAN WATER DISTRICT SO. A O CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE i INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE oC==SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 CD FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 co FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING J ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU D I G to N MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. TOLL FREE 1-800-227-2600 6 NAVD 88 -1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RE CORD Pl" WIN6 11111 00 Q 85 86 42.7 P. E. IV) 48.9 P. E 25+00 © 00 1' oLo A 09.0728" 505.00' 22+52.87 N 87 oc X-ING 8" WATER 1720.67 d U W N II BOT WTR. = TOP. SWR. = 1712.36 Z � ►= 84w 117 I- c 1_j 30.7 P.E. U NSI Ib) 57.0 P.E. 62.8 P. E 68.6 P. E 72.4 P. E 00 Q 85 86 42.7 P. E. IV) 48.9 P. E 25+00 20' DRAINAGE © 00 1' oLo A 09.0728" 505.00' : 88 87 oc 55.0 P. E. 00 + W + N cn U N II I I U 20' DRAINAGE © EASEMENT 1' � PROP. R/W A 09.0728" 505.00' : 88 J w 61.2 P. E. J I vi 5 TIP. I I v B 25-+ 4 .614 116 117 118 PROP. C&G-1. 4.6 P.E. N"01Nj / 26+001 I A/1n AA li-_ _I _ t 1_ 2400 1 25 0 1co N O 26+00� ---1---T---I----------L- "' N ---I-- 2 2 PROP. 8" WALTER-, PROP. C&G ¢ 89 w 69.3 P.E. © U STREET 90 73.1 P. E. 28+00 U U U U U U U I � w 8 8 8 OW � 22+80.07 BC ii�ET6 22+80.07 BC ST STA. BROOKSIDE AVENUE C 'v4,, OWNER/DEVELOPER V m Centex Homes o. 1983 m 1265 Corona Pointe Court Corona, CA 92879 Ph- (951) 279-3000 CIVIL Q' Fax. (951) 279-2100 =SCRIP DATE I ENGR. I CITY DATE MMIRMUMME SOIL ENGINEER ALBUS-KEEFE and ASSOC., INC. 1011 N. ARMANDO STREET ANAHEIM, CA 92806 Ph: (714) 630-1626 Fax: (714) 630-1916 CURVE DATA © t= ►= B � PROP. R/W A 09.0728" 505.00' 80.42' J J J TYP. 5 J J J J 12 113 114115 25-+ 4 .614 116 117 118 119 4.6 P.E. \ 39.7 P.E. \ 45.4 P. E. 51.2 P. E 57.0 P.E. 62.8 P. E 68.6 P. E 72.4 P. E U U U U U U U I � w 8 8 8 OW � 22+80.07 BC ii�ET6 22+80.07 BC ST STA. BROOKSIDE AVENUE C 'v4,, OWNER/DEVELOPER V m Centex Homes o. 1983 m 1265 Corona Pointe Court Corona, CA 92879 Ph- (951) 279-3000 CIVIL Q' Fax. (951) 279-2100 =SCRIP DATE I ENGR. I CITY DATE MMIRMUMME SOIL ENGINEER ALBUS-KEEFE and ASSOC., INC. 1011 N. ARMANDO STREET ANAHEIM, CA 92806 Ph: (714) 630-1626 Fax: (714) 630-1916 CURVE DATA 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 o QROFESS/ONq Q W 0,-I NO. C041983 � EXP. 3/31/06 C10- 9TF OF CA��F�� CIL M. H. NO. 23 28+53.83 W =28+53.02 ST. STA. � T. 91//=10+00.00 28+58.02 BROOKSIDE AVENUE CIL IN U 75.0 P.E. BOBCAT LANE C/L I I I I I I BOBCAT LANE SEE SFEET 3 92 75.9 P. E. 93 75.9 P. E. CONSTRUCTION NOTES OCONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER DETAIL ON SHEET 1. OCONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO. 112. O3 CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER CITY OF FONTANA STD. NO.125 AND NO.1258, IN LANDSCAPE AREAS. 4O REMOVE TEMP. END PLUG AND JOIN PROP. SEWER. O INSTALL BACKWATER DEVICE. BO CONSTRUCT 60" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO. 112. DELTA/BEARING RADIUS LEN./DIST. TANGENT A 09.0728" 505.00' 80.42' 40.30' 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 o QROFESS/ONq Q W 0,-I NO. C041983 � EXP. 3/31/06 C10- 9TF OF CA��F�� CIL M. H. NO. 23 28+53.83 W =28+53.02 ST. STA. � T. 91//=10+00.00 28+58.02 BROOKSIDE AVENUE CIL IN U 75.0 P.E. BOBCAT LANE C/L I I I I I I BOBCAT LANE SEE SFEET 3 92 75.9 P. E. 93 75.9 P. E. CONSTRUCTION NOTES OCONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER DETAIL ON SHEET 1. OCONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO. 112. O3 CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER CITY OF FONTANA STD. NO.125 AND NO.1258, IN LANDSCAPE AREAS. 4O REMOVE TEMP. END PLUG AND JOIN PROP. SEWER. O INSTALL BACKWATER DEVICE. BO CONSTRUCT 60" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO. 112. AE11CASC 937 SOUTH VIA LATA DRAWN BY: SUITE 500 OS COLTON,. CA 92324 DESIGNED BY. PH. (909) 783-0101 FAX 909 783-0108 OS PREPARED BY. CHRIS D. CUMMINS R.C.E. NO. 41983 EXP. DA TE• CHECKED BY. DATE: F,ClSBC/JGS �.�1• GRAPHIC SCALE 40 0 20 40 80 1" = 40' CITY OF FONTANA, CALIFORNIA COYOTE CANYON TRACT 16290-2 R IMPROVEMENT PLANS SCALE: BR O SIDE AVENUE AS SHOWN ABOVE FR COYO C O O TO BOBCAT LANE DATE: OCTOBER, 2005 A P VED B . DRAWING NO.: 5 44- TTY ENGINEER R.C.E. 51152 DATE: 3856 12 SEWER LATERALS LOCATION (BY STATION) LOT NO. DESIGN STA. "AS BUILT STA." BACKWATER VALVE 85 24+04.64 2 -f o , C4 - YES 86 24+74.64 24 -. 74, Gq YES 87 25+44.64 25-+ 4 .614 NO - 88 26+ 14.04 Z6 fi t#. Dq - YES 89 27+04.14 27 f O¢. 14 - YES 90 27+72.14 :07-f -72-14 YES 91 28+42.14 28 1-42-14 NO - 112 22+96.25 2 Z t 9ln . 26 NO - 113 23+70.83 Z 3 -f 70.83 - YES 114 24+36.83 2 h 36.83 - YES 115 25+02.83 Zgt 02, 83 - YES 116 25+68.83 NO - 117 26+34.83 26 f _34, 99 - YES 118 27+07.14 27f 07 /� 4- YES 119 27+93.83 27 f 93.8 ,7 - YES AE11CASC 937 SOUTH VIA LATA DRAWN BY: SUITE 500 OS COLTON,. CA 92324 DESIGNED BY. PH. (909) 783-0101 FAX 909 783-0108 OS PREPARED BY. CHRIS D. CUMMINS R.C.E. NO. 41983 EXP. DA TE• CHECKED BY. DATE: F,ClSBC/JGS �.�1• GRAPHIC SCALE 40 0 20 40 80 1" = 40' CITY OF FONTANA, CALIFORNIA COYOTE CANYON TRACT 16290-2 R IMPROVEMENT PLANS SCALE: BR O SIDE AVENUE AS SHOWN ABOVE FR COYO C O O TO BOBCAT LANE DATE: OCTOBER, 2005 A P VED B . DRAWING NO.: 5 44- TTY ENGINEER R.C.E. 51152 DATE: 3856 12 -, ;�j'--