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HomeMy WebLinkAbout3742-3-q- N LO A U J Lt.l C125 Q Q O Q J125 W � LtJ w N (� m �s �s Q O 'S 3 to a Q w J J w w w w w CREEK WAY i o o w w co �' I cn cn cn cn \ U �t d- N 00 Q� 8 9 10 11 12 13 14 15 U. -II 16 +� C), + 64.3 P.E. 66.4 P.E. 68.P.E.3.9 P.E. 7 18 9 V_ ^ 0 ^ II + o r 62.6 P. E. 8 4 P 70.4 P.E. 72.3 P.E. 78.3 P.E. 80.4 P.E. 82.2 P.E. 83.7 P.E. 83.7 P.E. U rn II II © © TYP. 5 B © © I 8 5 TYP. Q 1 20 •- !- I 84.4 P. E. N i� PROP. 8" WATER � � • � � N 62.0 P. E. 11+00 I 12+00^ 13 cern 14+00 15-'-00 16-00 � 17+00 18d OCJ _ 00 11+00 N89'39 10 'E 1 12+00 1 o 13+0 14+00 15+00 6+00 iy o 17+00 N89 39'10"E 18+00 SEWER LATERALS LOCATION (BY STATION) LOT NO. DESIGN STA. 'AS BUILT STA." BACKWATER VALVE 8 10+02.08 /O t 2, e,9 - I YES 9 10+30.11 � 18+42.94 - 10 11+47.86 // -t ?-8G - YES iNO.: 11+73.63 _ NO - - ' /2 f 99, C3 o YES 13 13+15.63 /3 f- /5, .G3 - YES 14 14+25.81 /4 f Z5.8/ - YES 15 15+47.81 /5 f 4:7 W NO - 16 16+07.00 . /6. -f-,07 Op - ,- 17 16+83.99 /(; -f .6-9. 99 - YES 18 18+16.41 o NO � 19 18+32.35 /f3 1` .9Z.35' NO - 68 15+88.00 + NO i 69 14+65.79 14 + G5, 79 - YES 70 EXISTING GROUND /R. f 88.79 6 YES 71 13+11.79 /3 f /(, 79 YES 72 OVER PIPE Z + -.54, 79 NO - 73 11+57.86 l/ -`.S7 86 - 1675 5. - • _ _ Qb� .. 023 0 _ _ J• PROP. _FINISHSU ED RFACE Q OVER C L PIPE00 -- ►� \. o i - + : O: 1665-1665 LC . a. 021 • • h • i .00 2 :- 0- 1 5 _ Z s 5 tis 1 v. L s - J N J• 0 Cd 0 N o o N tet-' _. _ .. _ _ _, E. _ _ __ _ _. Lo, � .: _ _ . _ _. _ _ S ALES PROFILEC . CONSTRUCT UCT 29 .03 LF OF ... - . - - ... . ' . " _ C UC 306.00 L F: _ .. ONSTR F 0 , ... .. _ .. ...2 CONSTRUCT. 38.94:: F:. 0 .:: L F 1 _ . '_ HORIZ.. 1 -40 H V _:'STRENGTH 8 EX - VCP . . _ EXTRA STRENGTHVCPENGTCP _ - ERT.. 1 4STR 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 N Z U U J Lt.l C125 Q Q O Q J125 W � LtJ w N (� m �s �s Q O 'S 3 to a Q w J J w w w w w CREEK WAY i o o w w co �' I cn cn cn cn \ U �t d- N 00 Q� 8 9 10 11 12 13 14 15 U. -II 16 +� C), + 64.3 P.E. 66.4 P.E. 68.P.E.3.9 P.E. 7 18 9 V_ ^ 0 ^ II + o r 62.6 P. E. 8 4 P 70.4 P.E. 72.3 P.E. 78.3 P.E. 80.4 P.E. 82.2 P.E. 83.7 P.E. 83.7 P.E. U rn II II © © TYP. 5 B © © I 8 5 TYP. Q 1 20 •- !- I 84.4 P. E. N i� PROP. 8" WATER � � • � � N 62.0 P. E. 11+00 I 12+00^ 13 cern 14+00 15-'-00 16-00 � 17+00 18d OCJ _ 00 11+00 N89'39 10 'E 1 12+00 1 o 13+0 14+00 15+00 6+00 iy o 17+00 N89 39'10"E 18+00 _.._� ' J \ I 8(5 Typ• 61.6 P.E. 73 72 79 70 69 68 74 z 67 CONSTRUCTION NOTES ^ Lo\ 61.4 P. E. ►= ^ ►� 1 \ U i-_:79.6 P. E. J 68.1 P.E. J 70.3 P. E � � C/L BEDDING PER DETAIL 72.4 P. E J 74.5 P.E. J v � 76.6 P.E. J 78.5 P.E. M.H. N0. 9 O CONSTRUCT ' EXTRA SHEET 6. ON STRENGTH CP SEWER LINE, WAY Q z o 3 3 z 3 2 18+42.94 3 raj N W W O O W W W Y W =18+42.94 ST. STA. CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER SEE &&�ET 2 00 cn cn 2 0 o cn cn cn w 2 00 U) CN J J Q °' J J J o W J CITY OF FONTANA STD. N0. 112. ckf N ��co U U NN U U U U U o , p U ^ it N 3O CONSTRUCT 4 SEWER LATERAL AND HOUSE CLEANOUT PER C) CL "� "� N "� "� "� a It o CITY OF FONTANA STD. NO. 125 AND 1258, 1N LANDSCAPE AREAS. a Zoe aj o INSTALL BACKWATER DEVICE. cn >c m Qo o + o_ � II ^ FES 0 0, c(/, � BASIS OF BEARINGS: LEGAL DESCRIPTION= OWNER DEVELOPER SOIL ENGINEER `/i UZ Z BEARINGS ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE N m THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP NORTHWEST 1/4 OF SECTION 24, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO Centex Homes ALBUS-KEEFE and ASSOC., INC. P. 03131/12 GRAPHIC SCALE MAP O TRA S SHOWN ON THE AMENDING MAP OF TRACT 13750, 1 NORTH, RANG 6 WEST, SAN MERIDIAN, MERIDIAN, COUNTY OF SAN BERNARDINO. 2280 Wardlow Circle, Suite 150 1011 N. ARMANDO STREET * 40 0 20 40 80 FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66, Corona, CA 92880 ANAHEIM, CA 92806s'j9 GM%l INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER Ph: (909) 279-4000 Ph: (714) 630-1626 �� 1 " = 40' OF SAN BERNARDINO COUNTY, BEING NORTH 00''30124' Fax. (909) 273-2100 Fax. (714) 630-1916 CAS. 0 WEST. 11 BENCH MARK: REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANACALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q QRpF ESS/CAEI-ICASC ,N CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE �o o . c q� COYOTE CANYON TRACT 16325 INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �� ���5 tij�� F�� E N I N I= I= R 11\I C� SOUTI-MIEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN �' s 2 937 SOUTH VIA LATA DRAWN BY: SEWER IMPRO MENT PLANS SCALE: FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 W SUITE 500 os FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER � No. C041983 � COLTON, CA 92324 DESIGNED BY: PEPPE 00 LANE AS SHOWN ABOVE ON THE NORTHWEST CORNER OFA 10 FOOT WIDE BEFORE DAYS BEFORE MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 3/31/06 PH. (909) 783-0101 FAx sos 783-0108 DATE: CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU D i G YOU DIG CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. os PREPARED 8Y' IS D. CUM R.C.E. N0. 41983 AUGUST 2004 S� CN11-\Q' EXP. DATE• /31/ CHECKED BY: A VED BY: ._ DRAWING NO.: 3 MWDSC 3 INCH BRASS DISK STAMPED 133A 1992'. TOLL FREE 1-800-227-2600 _ A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT j 9TF 4F CA��F�� DATE: ��'�� -of sec ZS 3742 NAVD 88 1508.56 (FEET) / RECOR0 Q1?lgWIt -6 04/2011 L( a1 ro J.M. TY ENGINEER R.C.E. 51152 DATE: 6 SEWER LATERALS LOCATION (BY STATION) LOT NO. DESIGN STA. 'AS BUILT STA." BACKWATER VALVE 8 10+02.08 /O t 2, e,9 - I YES 9 10+30.11 /O t30. // - YES 10 11+47.86 // -t ?-8G - YES 11 11+73.63 /1 fi 73.63 NO - 12 12+99.63 /2 f 99, C3 - YES 13 13+15.63 /3 f- /5, .G3 - YES 14 14+25.81 /4 f Z5.8/ - YES 15 15+47.81 /5 f 4:7 W NO - 16 16+07.00 . /6. -f-,07 Op - YES 17 16+83.99 /(; -f .6-9. 99 - YES 18 18+16.41 /8 t la, 4/ NO - 19 18+32.35 /f3 1` .9Z.35' NO - 68 15+88.00 /5 f,08,00 NO - 69 14+65.79 14 + G5, 79 - YES 70 13+88.79 /R. f 88.79 - YES 71 13+11.79 /3 f /(, 79 - YES 72 12+34.79 Z + -.54, 79 NO - 73 11+57.86 l/ -`.S7 86 - YES _.._� ' J \ I 8(5 Typ• 61.6 P.E. 73 72 79 70 69 68 74 z 67 CONSTRUCTION NOTES ^ Lo\ 61.4 P. E. ►= ^ ►� 1 \ U i-_:79.6 P. E. J 68.1 P.E. J 70.3 P. E � � C/L BEDDING PER DETAIL 72.4 P. E J 74.5 P.E. J v � 76.6 P.E. J 78.5 P.E. M.H. N0. 9 O CONSTRUCT ' EXTRA SHEET 6. ON STRENGTH CP SEWER LINE, WAY Q z o 3 3 z 3 2 18+42.94 3 raj N W W O O W W W Y W =18+42.94 ST. STA. CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER SEE &&�ET 2 00 cn cn 2 0 o cn cn cn w 2 00 U) CN J J Q °' J J J o W J CITY OF FONTANA STD. N0. 112. ckf N ��co U U NN U U U U U o , p U ^ it N 3O CONSTRUCT 4 SEWER LATERAL AND HOUSE CLEANOUT PER C) CL "� "� N "� "� "� a It o CITY OF FONTANA STD. NO. 125 AND 1258, 1N LANDSCAPE AREAS. a Zoe aj o INSTALL BACKWATER DEVICE. cn >c m Qo o + o_ � II ^ FES 0 0, c(/, � BASIS OF BEARINGS: LEGAL DESCRIPTION= OWNER DEVELOPER SOIL ENGINEER `/i UZ Z BEARINGS ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE N m THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP NORTHWEST 1/4 OF SECTION 24, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO Centex Homes ALBUS-KEEFE and ASSOC., INC. P. 03131/12 GRAPHIC SCALE MAP O TRA S SHOWN ON THE AMENDING MAP OF TRACT 13750, 1 NORTH, RANG 6 WEST, SAN MERIDIAN, MERIDIAN, COUNTY OF SAN BERNARDINO. 2280 Wardlow Circle, Suite 150 1011 N. ARMANDO STREET * 40 0 20 40 80 FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66, Corona, CA 92880 ANAHEIM, CA 92806s'j9 GM%l INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER Ph: (909) 279-4000 Ph: (714) 630-1626 �� 1 " = 40' OF SAN BERNARDINO COUNTY, BEING NORTH 00''30124' Fax. (909) 273-2100 Fax. (714) 630-1916 CAS. 0 WEST. 11 BENCH MARK: REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANACALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q QRpF ESS/CAEI-ICASC ,N CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE �o o . c q� COYOTE CANYON TRACT 16325 INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �� ���5 tij�� F�� E N I N I= I= R 11\I C� SOUTI-MIEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN �' s 2 937 SOUTH VIA LATA DRAWN BY: SEWER IMPRO MENT PLANS SCALE: FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 W SUITE 500 os FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER � No. C041983 � COLTON, CA 92324 DESIGNED BY: PEPPE 00 LANE AS SHOWN ABOVE ON THE NORTHWEST CORNER OFA 10 FOOT WIDE BEFORE DAYS BEFORE MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 3/31/06 PH. (909) 783-0101 FAx sos 783-0108 DATE: CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU D i G YOU DIG CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. os PREPARED 8Y' IS D. CUM R.C.E. N0. 41983 AUGUST 2004 S� CN11-\Q' EXP. DATE• /31/ CHECKED BY: A VED BY: ._ DRAWING NO.: 3 MWDSC 3 INCH BRASS DISK STAMPED 133A 1992'. TOLL FREE 1-800-227-2600 _ A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT j 9TF 4F CA��F�� DATE: ��'�� -of sec ZS 3742 NAVD 88 1508.56 (FEET) / RECOR0 Q1?lgWIt -6 04/2011 L( a1 ro J.M. TY ENGINEER R.C.E. 51152 DATE: 6