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HomeMy WebLinkAbout3856-300 to C7 ►'� 1= SOUMBYD STREET CIL M. H. NO. 15 m J J A,• I I II I 2 7 / w 97 I I I III 3 � P 13+24.00 BOBCAT LANE CIL INT. I 14+33.55 10+00.00 BOBCAT LANE CIL INT. r- 93 w 95 96 J 66.8 P.E. �' =18+40.98 THORNBUSH WAY CIL I I II I II I I =6+95.95 ST. STA. =28+58.02 BROOKSIDE AVENUE CIL 92 75.9 P.E. J 94 cn 71.8 P.E. 69.3 P.E. v ��,�� I I II I I I I REMOVE EXIST. 75.9 P.E. v 74.5 P.E. J 5 © © I I II I �I i I CLEANOUT PROP R/W v �'� v �' I J J 98 65.4 P.E. � I I I � � EXISTING R/W� - - N PROP C&G I I EY1STING S W --------I-F- ------------- /� I i _ EXISTING C&G -- 91 11+00 - "� STREET 12 0o PROP. 8" WATER f- 13+00 13+01.34 I I EXISTING 8" SEWER 75.0 P.E. - - �- - - EXISTING MANHOLE PER DWG. NO. 2492 14+00 N o N79'15'24"E pp PER DWG. NO.2492 - -� -� I 11+00 � N � 12+ 1 00 I _ I I 99 L► SAS MW _ N PROP C&G CIL M.H. NO. 23 I I 64.5 P.E. _ _ _ _ _ _ _ _ EXISTING C&G� 2 I I PROP R/W I - -_-_ _ EXISjJ�(�$,��- - - - - - 9+95.00 =9+95.00 ST. STA. I I EXISTING R/W� I I 119 120 9 0 I 72.4 P. E. 61.8 P. E. C/L M. H. NO. 22 J r I 64 1 55 Or 73.1 P.E. _ 10+13.00 2 13+19.00 -� 1 00 z X-ING 8" WATER =13+19.00 ST. STA. I I 62.9 P.E. C� (�,- /1 (. ( o BOT. WTR. = 1768.35 I rl `Al � r 1 ,� 7.� I m BROMSM AVENUE TOP SWR. = 1765.29 WAY SEE SHEET 5 SEE 4 BOBCAT LANE ROP C&G 1 LO 15+00 'N N6 00 N00'14'1l "W I 17+00 }- STREET-., _ 8+00 N O 9+00 -�-----I-- - "� N -� PROP. 8 WATERS-- _ �PROP C&G © � M.H. NO. 16 � Q Q J CIL ��• 7+39.30 2 5 -i 6 -� 7 3 Q �u =10+01.70 ST STA. v � 90.6 P.E. 4 94.0 P.E. 98.9 P.E. 98.9 P.E. �' g J 1 91.8 P.E. J V 99.8 P.E. © 96.4 P.E. U v 10+09.14 LA SARRE DRIVE CIL INT. J U OP R W J =10+00.00 WES") , LANE CIL ROP C&G 1 LO 15+00 'N N6 00 N00'14'1l "W I 17+00 }- STREET-., _ 8+00 N O 9+00 -�-----I-- - "� N -� PROP. 8 WATERS-- _ �PROP C&G I -A SARRE DRIVE 10 00.8 P.E. q 11 03.5 P.E. 0 SEWER LATERALS LOCATION (BY STATION) 0 o LOT NO. DESIGN STA. 'AS BUILT STA. " BA VAWVEER N 0 1 17+00.4517-f 60.45 NO - CONSTRUCTION NOTES 2 1+12.66 /6 t /x•66 - YES 3 3 155+44.66 /5 f 44,G6 - YES 4 14+72.66 /g f 72. GG - YES cn O1 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, 5 14+68.66 t14 -f 68.66 - YES BEDDING PER DETAIL ON SHEET 1. 6 15+21.16 YES 10A O CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER 7 15+98.71 /y t 98.71 NO = N BASIS OF BEARING LEGAL, DESCRIPTION: �� O• CCI F OWNER/DEVELOPER SOIL ENGINEER CITY OF FONTANA STD. NO. 112. 8 16+77.15 !G f 77 /5 NO 0 BEARINGS ARE BASED ON THE WESTERLY UNE OF �,�' y 9 17+30.93 17-f 30.93 No - N THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTI '�� G� O CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER 92 10+05.00 /a os.ao NO - ° OF THE NORTHEAST 1/4 OF SECTION 23 BOTH OF TOWNSHIP 1 NORTH RANGE 6 WEST - (� N m93 CITY OF FONTANA STD. N0. 125 AND N0. 125B, IN LANDSCAPE AREAS. 10+76.68 /o t 7c G 8 NO 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. m Centex Homes ALBUS-KEEFE and ASSOC., INC. 94 11+49.09 /� f 4 9. og No - AS SHOWN ON AMENDING MAP OF TRACT NO. 13750, . 41983 X 1265 Corona Pointe Court 1011 N. ARMANDO STREET O INSTALL BACKWATER DEVICE. � Q 31 � 95 12+ 16.60 /Z f /6.6 D - YES GRAPHIC SCALE FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH ��- Corona, CA 92879 ANAHEIM, CA 92806 7 REMOVE EXIST. CLEANOUT 96 12+82.93 /Z f 82.93 - YES 40 0 20 40 80 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY � Ph- (951) 279-3000 Ph: (714) 630-1626 O 97 1 13+14.00 �13 f 14-,0 YES 3 RECORDER OF SAN BERNARDINO COUNTY, � CIVIL ��\P Fax; (951) 279-2100 Fax (714) 630-1916 lot = 40' BEING NORTH W30'24! WEST. F OF CA1.�F� 1 BENCH MARK: REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO. A O Q w CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE ROF ESS/pN AEIA--I�CASC �� p, c� ql COYOTE CANYON TRACT 16290-2 N INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE o SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �� ���5 '��Fye E I\I [ I\,I E E lZ [ I\i G o SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN c �' U , y 937 SOUTH VIA LATA DRAWN BY: SEWER IMPROVEMENT PLANS SCALE: N FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 w SUITE 500 os BOB CA AS SHOWN ABOVE `° FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER Of NO. C041983 COLTON, CA 92324 OM OOKSIDE AVE UE TO ORNBUSH WAY DESIGNED BY: S E RIVE DATE: MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 3/31/06 PH. (sos) 783-0101 FAx sos 783-0 � os ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Os FROM 't NORTH SO TO WESTFORK LANE OCTOBER, 2005 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU DIG PREPARED BY. CHRIS D. CUM R.C.E. NO. 41983 co s�X CNIL O��Q' EXP. DATE: 31 DRAWING NO.: 3 cq MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. TOLL FREE -800-227-2600 / CHECKED BY: APP D i _ A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT F 4F cN\ DATE:�'r�'U r 12(43 C/JGS �,M. Z,? a NAVD 88 1508.56 (FEET) / i2ECogp j9i-Awwc 0110-ei 1 � � 11 r TTY ENGINEER R.C.E. 51152!"'DATE: 3856 12 © � PROP R/W � B 5 J © J TIP. J 3 4 2 1 91.8 P.E. 3 96.4 P.E. 98.3 P.E. v J 94.5 P. E. J J v v v I -A SARRE DRIVE 10 00.8 P.E. q 11 03.5 P.E. 0 SEWER LATERALS LOCATION (BY STATION) 0 o LOT NO. DESIGN STA. 'AS BUILT STA. " BA VAWVEER N 0 1 17+00.4517-f 60.45 NO - CONSTRUCTION NOTES 2 1+12.66 /6 t /x•66 - YES 3 3 155+44.66 /5 f 44,G6 - YES 4 14+72.66 /g f 72. GG - YES cn O1 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, 5 14+68.66 t14 -f 68.66 - YES BEDDING PER DETAIL ON SHEET 1. 6 15+21.16 YES 10A O CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER 7 15+98.71 /y t 98.71 NO = N BASIS OF BEARING LEGAL, DESCRIPTION: �� O• CCI F OWNER/DEVELOPER SOIL ENGINEER CITY OF FONTANA STD. NO. 112. 8 16+77.15 !G f 77 /5 NO 0 BEARINGS ARE BASED ON THE WESTERLY UNE OF �,�' y 9 17+30.93 17-f 30.93 No - N THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTI '�� G� O CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER 92 10+05.00 /a os.ao NO - ° OF THE NORTHEAST 1/4 OF SECTION 23 BOTH OF TOWNSHIP 1 NORTH RANGE 6 WEST - (� N m93 CITY OF FONTANA STD. N0. 125 AND N0. 125B, IN LANDSCAPE AREAS. 10+76.68 /o t 7c G 8 NO 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. m Centex Homes ALBUS-KEEFE and ASSOC., INC. 94 11+49.09 /� f 4 9. og No - AS SHOWN ON AMENDING MAP OF TRACT NO. 13750, . 41983 X 1265 Corona Pointe Court 1011 N. ARMANDO STREET O INSTALL BACKWATER DEVICE. � Q 31 � 95 12+ 16.60 /Z f /6.6 D - YES GRAPHIC SCALE FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH ��- Corona, CA 92879 ANAHEIM, CA 92806 7 REMOVE EXIST. CLEANOUT 96 12+82.93 /Z f 82.93 - YES 40 0 20 40 80 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY � Ph- (951) 279-3000 Ph: (714) 630-1626 O 97 1 13+14.00 �13 f 14-,0 YES 3 RECORDER OF SAN BERNARDINO COUNTY, � CIVIL ��\P Fax; (951) 279-2100 Fax (714) 630-1916 lot = 40' BEING NORTH W30'24! WEST. F OF CA1.�F� 1 BENCH MARK: REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO. A O Q w CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE ROF ESS/pN AEIA--I�CASC �� p, c� ql COYOTE CANYON TRACT 16290-2 N INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE o SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �� ���5 '��Fye E I\I [ I\,I E E lZ [ I\i G o SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN c �' U , y 937 SOUTH VIA LATA DRAWN BY: SEWER IMPROVEMENT PLANS SCALE: N FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 w SUITE 500 os BOB CA AS SHOWN ABOVE `° FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER Of NO. C041983 COLTON, CA 92324 OM OOKSIDE AVE UE TO ORNBUSH WAY DESIGNED BY: S E RIVE DATE: MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 3/31/06 PH. (sos) 783-0101 FAx sos 783-0 � os ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Os FROM 't NORTH SO TO WESTFORK LANE OCTOBER, 2005 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU DIG PREPARED BY. CHRIS D. CUM R.C.E. NO. 41983 co s�X CNIL O��Q' EXP. DATE: 31 DRAWING NO.: 3 cq MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. TOLL FREE -800-227-2600 / CHECKED BY: APP D i _ A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT F 4F cN\ DATE:�'r�'U r 12(43 C/JGS �,M. Z,? a NAVD 88 1508.56 (FEET) / i2ECogp j9i-Awwc 0110-ei 1 � � 11 r TTY ENGINEER R.C.E. 51152!"'DATE: 3856 12