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HomeMy WebLinkAbout3856-7cp 3 '9 2 U) N BASIS OF BEARINGS. LEGAL DESCRIPTION= BEARINGS ARE BASED ON THE WESTERLY LINE OF cn BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTIO to THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP OF THE NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 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 PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY 3 RECORDER OF SAN BERNARDINO COUNTY, BEING NORTH 00'30'24' WEST. BENCH MARK= REV. REVISION DESCRIBED BY METROPOLITAN WATER DISTRICT SO. A_X To CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE i INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE o SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 0 cn If r,7j FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 to '? 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 DIG NMWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. TOLL FREE 1-800-227-2600 NAVD 88 -1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT o / /zEcor�A 02grdin/G 0 1 98.3 P.E. 10+11.99 X-ING 8" WATER BOT. WTR = 1692.89 TOP SWR = 1690.41 rrj N ^� d- nN1 to 'Nl `:1 PROP. C&G c PROP. 8" WATER 12+00 STREET,,13 H 12+00 N67 32 41 E PROP. C&G PROP. R/W ­- 52 05.7 P. E. o2C/L M.H. N0. 17 12+85.83 =12+85.83 ST. STA. QQ�Ur GJ�/O�'9 Q. C(/ OWNER/DEVELOPER -co V J m Centex Homes . 41983 M 1265 Corona Pointe Court EX 1 / Corona, CA 92879 h- (951) 279-3000 CIVIC- Fax. (951) 279-2100 DATE I ENGR. I CITY I DATE olpo (# ROP. C&G N67'32'41 PROP. C&G 04 14+00-,4 M TN -I 14+00 N o 16 07.4 P.E. PROP, g - WA 1FR�- - - 15fp0 A 15-f0p 53 PROP. R/W -1 05.9 P. E. CIL M.H. NO. 18 13+45.37 2 =13+45.38 ST. STA. C/L M.H. NO. 19 2 14+91.84 EC =14+92.56 EC ST. STA. WESTFORK LANE SOIL ENGINEER ALBUS-KEEFE and ASSOC., INC. 1011 N. ARMANDO STREET ANAHEIM, CA 92806 Ph- (714) 630-1626 Fax (714) 630-1916 Q 17 v05.2 P.E. c-3�y�• rj\ Gik 18 5 03.5 P.E. 7yp. 15+81.40 WESTFORK LANE CIL INT. 12+91.06 WESTFORK LANE CIL INT. =19+88.50 THORNBERRY WAY CA 08'12'51 " 370.00' 53.04' 26.57' 11 11+09.26 // f 09. 2 6 - YES =17+73.09 BROOKSIDE AVENUE CIL 11+79.26 // f 79. 26 - YES 13 12+33.27 2 f 33. Z7 NO - 14 13+53.37 .3 9 3.37 SEE SWET1 15 14+52.02 / t 5 z. o z NO - 16 15+17.20 /5 , 20 NO - 17 A /5 G 735 m 18 15+71.35 10+00.00 WESTFORK LANE CIL INT. =10+09.14 LA SARRE DRIVE CIL cn - I YES J 1 �� m ' J CIL M. H. NO. 16 �`L 10 11 12 13 10 I °►�° 9+92.55 r =9+92.55 ST. STA. �� 00.8 P.E. © 03.5 P.E. 05.4 P.E. cW 08.1 P.E I � 14 0 E J 9 J J I \ 09.9 P.E. .4 \ 99.8 P.E. © - v TYp,(5 B v PROP. R/W U �. 1 t U PROP. R/W _-.101 cp 3 '9 2 U) N BASIS OF BEARINGS. LEGAL DESCRIPTION= BEARINGS ARE BASED ON THE WESTERLY LINE OF cn BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTIO to THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP OF THE NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 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 PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY 3 RECORDER OF SAN BERNARDINO COUNTY, BEING NORTH 00'30'24' WEST. BENCH MARK= REV. REVISION DESCRIBED BY METROPOLITAN WATER DISTRICT SO. A_X To CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE i INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE o SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 0 cn If r,7j FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 to '? 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 DIG NMWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. TOLL FREE 1-800-227-2600 NAVD 88 -1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT o / /zEcor�A 02grdin/G 0 1 98.3 P.E. 10+11.99 X-ING 8" WATER BOT. WTR = 1692.89 TOP SWR = 1690.41 rrj N ^� d- nN1 to 'Nl `:1 PROP. C&G c PROP. 8" WATER 12+00 STREET,,13 H 12+00 N67 32 41 E PROP. C&G PROP. R/W ­- 52 05.7 P. E. o2C/L M.H. N0. 17 12+85.83 =12+85.83 ST. STA. QQ�Ur GJ�/O�'9 Q. C(/ OWNER/DEVELOPER -co V J m Centex Homes . 41983 M 1265 Corona Pointe Court EX 1 / Corona, CA 92879 h- (951) 279-3000 CIVIC- Fax. (951) 279-2100 DATE I ENGR. I CITY I DATE olpo (# ROP. C&G N67'32'41 PROP. C&G 04 14+00-,4 M TN -I 14+00 N o 16 07.4 P.E. PROP, g - WA 1FR�- - - 15fp0 A 15-f0p 53 PROP. R/W -1 05.9 P. E. CIL M.H. NO. 18 13+45.37 2 =13+45.38 ST. STA. C/L M.H. NO. 19 2 14+91.84 EC =14+92.56 EC ST. STA. WESTFORK LANE SOIL ENGINEER ALBUS-KEEFE and ASSOC., INC. 1011 N. ARMANDO STREET ANAHEIM, CA 92806 Ph- (714) 630-1626 Fax (714) 630-1916 Q 17 v05.2 P.E. c-3�y�• rj\ Gik 18 5 03.5 P.E. 7yp. 15+81.40 WESTFORK LANE CIL INT. TANGENT =19+88.50 THORNBERRY WAY CA 1V75 45 77 00.9 P.E. CIL M.H. NO. 11 , 15+76.35 =15+77.07 ST. STA. CURVE DATA 0 DELTA/BEARING RADIUS LEN./DIST. TANGENT A 08'12'51 " 370.00' 53.04' 26.57' 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 QROF ESS10N9 `4 D. CO,��iIF� cD W � NO. C041983 EXP. 3/31/06 �T CIM 9�F OF CA��F�� CONSTRUCTION NOTES 19 O1 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, 02.4 P. E. BEDDING PER DETAIL ON SHEET 1. 2O CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO. 112. 3O CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER CITY OF FONTANA STD. NO.125 AND NO.1258, IN LANDSCAPE AREAS. 5O INSTALL BACKWATER DEVICE. AE11CASC 937 SOUTH VIA LATA DRAWN BY: SUITE 500 OS._--- COLTON, CA 92324 DE ED BY: PH. (909) 783-0101 FAX 909 783-0108 PREPARED BY. CHRIS D. CUMMINS R.C.E. NO. 41983 EXP. DATE• CHECKED BY: DATE. � Qj SBC/JGS J.M GRAPHIC SCALE 40 0 20 40 80 1 " = 40' CIN OF FONTANA, CALIFORNIA COYOTE CANYON TRACT 16290-2 - R IMPROVEMENT PLANS TFORK LANE FR LAS SAR D13HETO THORNBERRY WA` ITY EINGINEER R.C.E. 51152 DATE: SCALE: AS SHOWN ABOVE DATE: OCTOBER, 2005 DRAWING NO.: 7 3856 12 SEWER LATERALS LOCATION (BY STATION) LOT NO. DESIGN STA. 'AS BUILT STA." BACKWATER VALVE 10 10+19.45 /Of/9.4.5 YES 11 11+09.26 // f 09. 2 6 - YES 12 11+79.26 // f 79. 26 - YES 13 12+33.27 2 f 33. Z7 NO - 14 13+53.37 .3 9 3.37 NO - 15 14+52.02 / t 5 z. o z NO - 16 15+17.20 /5 , 20 NO - 17 15+67.35 /5 G 735 NO - 18 15+71.35 /.5 -f ?/• 35 - I YES CONSTRUCTION NOTES 19 O1 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, 02.4 P. E. BEDDING PER DETAIL ON SHEET 1. 2O CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO. 112. 3O CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER CITY OF FONTANA STD. NO.125 AND NO.1258, IN LANDSCAPE AREAS. 5O INSTALL BACKWATER DEVICE. AE11CASC 937 SOUTH VIA LATA DRAWN BY: SUITE 500 OS._--- COLTON, CA 92324 DE ED BY: PH. (909) 783-0101 FAX 909 783-0108 PREPARED BY. CHRIS D. CUMMINS R.C.E. NO. 41983 EXP. DATE• CHECKED BY: DATE. � Qj SBC/JGS J.M GRAPHIC SCALE 40 0 20 40 80 1 " = 40' CIN OF FONTANA, CALIFORNIA COYOTE CANYON TRACT 16290-2 - R IMPROVEMENT PLANS TFORK LANE FR LAS SAR D13HETO THORNBERRY WA` ITY EINGINEER R.C.E. 51152 DATE: SCALE: AS SHOWN ABOVE DATE: OCTOBER, 2005 DRAWING NO.: 7 3856 12 �L24