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HomeMy WebLinkAbout3856-109+31.67 BROOKSIDE AVENUE CIL INT. =10+00.00 SAGEGROVE LANE CIL 41 51.8 P,E CIL M. H. NO. 5 _ 9+27.11 =9+26.67 ST. STA. 40 51'2 P E m N 00 D LO D 00 D N D r " PROP 24 SD CP .,B_ 42 � m � o Q PER DWG NO 5 P.E. '- 55 6 P• E Z J 38,57 52. toc^o 30� DRAI/VAGE © c ct EASEMENT 59.8 P. E- 10-1-00 10100 I Fl- o \� - � I I PROP. 24 L62� II A T. »B_ SD S/4 " PER DWG NO 3857 51.1 P E E 10196 17 X --/NG 8 BD 7. SD -16 2 16 SD TOP SWR 149 6.12 LW �I CONSTRUCTION NOTES O1 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER DETAIL ON SHEET 1. 0 CONSTRUCT 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. 125B, IN LANDSCAPE AREAS. 4O REMOVE TEMP. END PLUG AND JOIN PROP. SEWER. 5O INSTALL BACKWATER DEVICE. ' 45 I v 653 PE B5 n'P. 61 co � � Q o V) v00 + 46 W Q �' w U , N 69.3 __jp U W V)ll PE J 47 o^iN 3 � 3 ZWrn � V 74 7 P, E h 3 ca 50- �, 4 9 + 48 941 P 87 .5 P. E. + „ „ v 80.6 P. E �, U LO 12-1-00 2100 WON PROP. R W Noo 41'06 "W 13-1-00 I 124-00oo - PROP. C&G 1 A 1+0 13foo - 14+00 PROP 18" W,q 7F i4+oo SEET 15 00 _l _RTR � - I -- J- 60 © PROP. C&G 68 1 P.E. [� �7B � 5 B PROP. R/W r 5 J731 PE W 58 5 m 95 1 P.E. v . 5 6 78 3 P.E 5 7 TYP89• 0 PE cj 83.6 P. E. D J � M U U o SEWER LATERALS LOCATION (BY STATION) 3 DESIGN STA. v BACKWATER VALVE D 9+56.31 r - - YES 43 9+66.41 V) I NO - 44 10+22.33 /o t oz, 33 - YES Ln 11+16.12 co � � Q o V) v00 + 46 W Q �' w U , N 69.3 __jp U W V)ll PE J 47 o^iN 3 � 3 ZWrn � V 74 7 P, E h 3 ca 50- �, 4 9 + 48 941 P 87 .5 P. E. + „ „ v 80.6 P. E �, U LO 12-1-00 2100 WON PROP. R W Noo 41'06 "W 13-1-00 I 124-00oo - PROP. C&G 1 A 1+0 13foo - 14+00 PROP 18" W,q 7F i4+oo SEET 15 00 _l _RTR � - I -- J- 60 © PROP. C&G 68 1 P.E. [� �7B � 5 B PROP. R/W r 5 J731 PE W 58 5 m 95 1 P.E. v . 5 6 78 3 P.E 5 7 TYP89• 0 PE cj 83.6 P. E. D J � M U U o SEWER LATERALS LOCATION (BY STATION) LOT NO. DESIGN STA. ';4S BUILT STA." BACKWATER VALVE 42 9+56.31 9 f 56.3 / - YES 43 9+66.41 9 -t 6G. 41 NO - 44 10+22.33 /o t oz, 33 - YES 45 11+16.12 // t /6. Z - YES 46 11+92.75 // -r- 9 z . 75 NO - 47 12+67.75 /z f 67.75 - YES 48 13+51.97 /3 t 51-97 - YES 49 14+16.79 /4 t/6 , - YES 50 15+02.71 /5 -to 7 - 71 NO - 51 .15+83.36 /5 -1,6,006 - co � � Q o V) v00 + 46 W Q �' w U , N 69.3 __jp U W V)ll PE J 47 o^iN 3 � 3 ZWrn � V 74 7 P, E h 3 ca 50- �, 4 9 + 48 941 P 87 .5 P. E. + „ „ v 80.6 P. E �, U LO 12-1-00 2100 WON PROP. R W Noo 41'06 "W 13-1-00 I 124-00oo - PROP. C&G 1 A 1+0 13foo - 14+00 PROP 18" W,q 7F i4+oo SEET 15 00 _l _RTR � - I -- J- 60 © PROP. C&G 68 1 P.E. [� �7B � 5 B PROP. R/W r 5 J731 PE W 58 5 m 95 1 P.E. v . 5 6 78 3 P.E 5 7 TYP89• 0 PE cj 83.6 P. E. D J � M U U o SEWER LATERALS LOCATION (BY STATION) p � -DESCRIPTIONS �� D, Cv ��\ ��i LOT NO. DESIGN STA. "AS BUILT STA." BACKWATER VALVE 52 17+16.02 7 /(o . oz NO - 53 17+13.02 7 t 13.19Z NO - 54 15+95.92 /-5- 99, 9 z - YES 55 15+19.70 t o - YES 56 14+52.57 / f NO - 57 13+89.28 3 t 89. ZB - YES 58 13+20.12 /3 t Zoe/z - YES 59 12+45.12 z -t ,5, /z - YES 60 11+7512 // f 75 , /z_,_ NO - 61 11+05, 2 co � � Q o V) v00 + 46 W Q �' w U , N 69.3 __jp U W V)ll PE J 47 o^iN 3 � 3 ZWrn � V 74 7 P, E h 3 ca 50- �, 4 9 + 48 941 P 87 .5 P. E. + „ „ v 80.6 P. E �, U LO 12-1-00 2100 WON PROP. R W Noo 41'06 "W 13-1-00 I 124-00oo - PROP. C&G 1 A 1+0 13foo - 14+00 PROP 18" W,q 7F i4+oo SEET 15 00 _l _RTR � - I -- J- 60 © PROP. C&G 68 1 P.E. [� �7B � 5 B PROP. R/W r 5 J731 PE W 58 5 m 95 1 P.E. v . 5 6 78 3 P.E 5 7 TYP89• 0 PE cj 83.6 P. E. D J � M U U o BASIS OF BEARING BEARINGS ARE BASED ON THE WESTERLY LINE OF p � -DESCRIPTIONS �� D, Cv ��\ ��i N THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTIO 2� U3 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, OF THE NORTHEAST 1/4 OF SECTION 23 BOTH OF TOWNSHIP 1 NORTH RANG 6 WEST � Z 83.65' AS SHOWN ON AMENDING MAP OF TRACT NO. 13750, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. w m 4 o FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH � /31/12. o 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY 0 3 RECORDER OF SAN BERNARDINO COUNTY, S� CIVIL cn BEING NORTH 00°30'24' WEST. p� BENCH MARK: REV. REVISION DESCRIPTI OWNER/DEVELOPER Centex Homes 1265 Corona Pointe Court Corona, CA 92879 Ph- (951) 279-3000 Fax (951) 279-2100 DATE I ENGR. I CITY I DATE 01,0-,5111 SOIL ENGINEER ALBUS-KEEFE and ASSOC., INC. 1011 N. ARMANDO STREET ANAHEIM, CA 92806 Ph: (714) 630-1626 Fax. (714) 630-1916 51 00.5 P'E' C L INT. OKSIDE AVENGE p C/L 20+pp.00 BRO YON ROA pAD +p3.75 COYOTE CAN Ir 1 -14 11� 8» SEWER Rp YOB 1 1 1 0 1 11 PROP• 0TE CANYON 5 6.00 0 \' PER COY SHT• NO' 19+8 11 1 \"1 11 \ SWR, PLAN 17+85.89 TER _1 g+85'99 ST' S NO. 14 ' 1 1 -° 1 I 1 1 NO 3801 X-ING 8» WA 1701.88 PROP• MA NNO� 3801 \ 1 �� \ N ��" DWG- BOT. WTR - 1699.02 PER DW 1 1 D TOP SW R �� �, OK AI 1 PROP SHW 8 SEWS YON RD I 1 D r +� R COYOTE CAN N0. 5 I m n r a,v 1 3 PER PLAN SH / c �� SWR• p1 \ \ o It 08.1 P'E• DWG- NO. 38 Rj rn 0 1 1 19+18.03 I _ / fi 4 REMOVE END PLUG / &GI � PROP - C I 5 2 D 1 1 PROP. R W d1. 12" A�Rj - 05.7 P.E. 1 1 8cG � N U 19+00 _ PRO 1 1 PR C 1 VI 1 18+00 N19'52'03 W _ 19 12,. WATER ---m N / 111 STREET _PROP - 4:t. UU 17+0 loit D 0 N19"52 03 W _ 17+00 - - n PROP'30 S 16+0 _- ` _1 PROP• R/W I c� I I I I I I 6+0� I LINE B-1 1 I I I II I I � 14 09.9 P.E. © ►�v r INT r �LA VENUECL 3.09BROO �III I 6AWON I I I ROADI. c� AD 7+7�STFORCOYOTE Nm N 112+91.6 n 05 9 P.E.� zo 1 E 5 4 r U, LAN U) 00 9 P•E• > N � 7 D W N BROOKSIDE AVENUE 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 Q�OF ESS/0 I tis z cD �, W cr_l NO. C041983 EXP. 3/31/06 C10- 'c N -F OF CA\-\k�� CURVE DATA DESCRIBED BY METROPOLITAN WATER DISTRICT SO. A O LEN./DIST. TANGENT A CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE 495.00' 165.73' 83.65' C i INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE o SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 0 cq FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 - FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING 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 cq MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. TOLL FREE 1-800-227-2600 o NAVD 88 -1508.56 (FEET A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT / fz 5 C 0 A112 O/ZA WlAl 6 OWNER/DEVELOPER Centex Homes 1265 Corona Pointe Court Corona, CA 92879 Ph- (951) 279-3000 Fax (951) 279-2100 DATE I ENGR. I CITY I DATE 01,0-,5111 SOIL ENGINEER ALBUS-KEEFE and ASSOC., INC. 1011 N. ARMANDO STREET ANAHEIM, CA 92806 Ph: (714) 630-1626 Fax. (714) 630-1916 51 00.5 P'E' C L INT. OKSIDE AVENGE p C/L 20+pp.00 BRO YON ROA pAD +p3.75 COYOTE CAN Ir 1 -14 11� 8» SEWER Rp YOB 1 1 1 0 1 11 PROP• 0TE CANYON 5 6.00 0 \' PER COY SHT• NO' 19+8 11 1 \"1 11 \ SWR, PLAN 17+85.89 TER _1 g+85'99 ST' S NO. 14 ' 1 1 -° 1 I 1 1 NO 3801 X-ING 8» WA 1701.88 PROP• MA NNO� 3801 \ 1 �� \ N ��" DWG- BOT. WTR - 1699.02 PER DW 1 1 D TOP SW R �� �, OK AI 1 PROP SHW 8 SEWS YON RD I 1 D r +� R COYOTE CAN N0. 5 I m n r a,v 1 3 PER PLAN SH / c �� SWR• p1 \ \ o It 08.1 P'E• DWG- NO. 38 Rj rn 0 1 1 19+18.03 I _ / fi 4 REMOVE END PLUG / &GI � PROP - C I 5 2 D 1 1 PROP. R W d1. 12" A�Rj - 05.7 P.E. 1 1 8cG � N U 19+00 _ PRO 1 1 PR C 1 VI 1 18+00 N19'52'03 W _ 19 12,. WATER ---m N / 111 STREET _PROP - 4:t. UU 17+0 loit D 0 N19"52 03 W _ 17+00 - - n PROP'30 S 16+0 _- ` _1 PROP• R/W I c� I I I I I I 6+0� I LINE B-1 1 I I I II I I � 14 09.9 P.E. © ►�v r INT r �LA VENUECL 3.09BROO �III I 6AWON I I I ROADI. c� AD 7+7�STFORCOYOTE Nm N 112+91.6 n 05 9 P.E.� zo 1 E 5 4 r U, LAN U) 00 9 P•E• > N � 7 D W N BROOKSIDE AVENUE 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 Q�OF ESS/0 I tis z cD �, W cr_l NO. C041983 EXP. 3/31/06 C10- 'c N -F OF CA\-\k�� CURVE DATA AE G I I�,I CASC 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. CUMMI R. C. E. NO. 41983 EXP. DATE. 3/31 CHECKED BY- DATE.. Y-DATE. 2' O'O e,C,ISBC/JGS J,Jyj GRAPHIC SCALE 40 0 20 40 80 1" = 40' CITY OF FONTANA, CALIFORNIA COYOTE CANYON TRACT 16290-2 _ SEWER IMPROVEMENT PLANS BROOKSIDE AVENUE FROM GEGROVELANE TO COYOTE CANYON ROAD 17- APP VED ENGINEER R.C.E. 51152 DATE: SCALE: AS SHOWN ABOVE DATE: OCTOBER, 2005 DRAWING NO.: 10 3856 12 DELTA/BEARING RADIUS LEN./DIST. TANGENT A 19'10'57" 495.00' 165.73' 83.65' AE G I I�,I CASC 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. CUMMI R. C. E. NO. 41983 EXP. DATE. 3/31 CHECKED BY- DATE.. Y-DATE. 2' O'O e,C,ISBC/JGS J,Jyj GRAPHIC SCALE 40 0 20 40 80 1" = 40' CITY OF FONTANA, CALIFORNIA COYOTE CANYON TRACT 16290-2 _ SEWER IMPROVEMENT PLANS BROOKSIDE AVENUE FROM GEGROVELANE TO COYOTE CANYON ROAD 17- APP VED ENGINEER R.C.E. 51152 DATE: SCALE: AS SHOWN ABOVE DATE: OCTOBER, 2005 DRAWING NO.: 10 3856 12 �'�rs�'