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Home My WebLink About3856-117+00 7+48.31 EXI ST. MANHOLE NO. 2 PER DWG. NO. 2492 ofcb 01 3 v I- U) I IY rRA �T 14 5 70 / 2 24 SEE SFEET 12 f FOR CONIINUA77CW �:3p' SEWER w Izf 1 - � i '' :; t 1 15_' ,j EASEMENT w , yM„ _ FLLc TQW AVEMIE EXIST. P/L N �--� , 1� 4 i f 1 `J �f Brl SIN 8 �'6 11+000:: 8+009+00 9 � PER DWG. NO. 2492 EXIST 8" SEWER10+00 3�� -j,\ N89 58'44"E + N \ / _�- `"'EXIST. PIL" I' I I I i - ` >. l��' r J� J�'1 �l9 f 1615,3 I 9+87.31 ' I EXIST. MANHOLE NO. 3 PER DWG. NO. 2492 OFFSITE SEWER N BASIS OF BEARINGS LEGAL DESCRIPTION:�, �, C '4� 01 BEARING ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTI �� v�'% �2 THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP OF THE NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, af 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, I- AS SHOWN ON AMENDING MAP OF TRACT NO. 137501 SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. m .41 83 m FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH .03/31/1 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY 3 RECORDER OF SAN BERNARDINO COUNTY, Sj,9 CIv j%, BEING NORTH 00'30'24' WEST.111*1 01 p� BENCH MARK: REV. REVISION DESCRIP 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 •r•tl t -f--( l 0226-091-41 CIL M.H. NO. 29 11+53.55 SOIL ENGINEER ALBUS-KEEFE and ASSOC., INC. 1011 N. ARMANDO STREET ANAHEIM, CA 92806 PK (714) 630-1626 Fax: (714) 630-1916 CONSTRUCTION NOTES OCONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO. 112. O6 CONSTRUCT 8" DUCTILE IRON PIPE SEWER LINE, BEDDING PER DETAIL ON SHEET 1. 8O SAWCUT/REMOVE AND REPLACE EXISTING DRIVEWAY. 10 INSTALL LOCKING TYPE MANHOLE FRAME AND COVER PER A.P.W.A. STD. 210-2 PER DETAIL HEREON. GRAPHIC SCALE 40 0 20 40 80 lot = 40' 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 Q9. F ESS/0 .4 W NO. C041983 EXP. 3/31/06 s� CN1\- �P 9TF OF CAS-\F�� A I . SLO Bl PLAN OF COVER TOP: VIEW 4 (25 1/4.1 DIA. 572 mm LOT (221/2'101A. .\ 32 mm N (1 1/4.1 DIA. m -, 642 mm (25 1/4•) DIA. 22 mm E E� E� '� E / 13 MM a� - to "> E n I (1/8•) R. TYP. N =^ m �? .n�+ N N �o .. _ Jr 44 ears 11 3/41) 0 EE mwo 603 mm (23 3/4•) E� �- 0 v = m - '^ a SECTION A -A COVER LUG END VIEW PLAN OF COVER BOTTOM VIEW m OLES 3EE DETAIL I OF NOTCHES PLAN OF FRAME 648 DESCRIBED BY METROPOLITAN WATER DISTRICT SO. A O PLAN METRO +mEEE ANt COVER LOCKING CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE D0 .TYPE REV. 1996 CD i INTERSE011ON OF SUMMIT AVE. AND CHERRY AVE. AT THE an = o SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 SECTION B -B cy N Ecu Eon co _- _ 152 mm'an -1 m �Nn FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 o S 127 mm I25 mm - FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING SIDE VIEW C -C 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 ED MWDSC 3 INCH BRASS DISK STAMPED '33A 19921. TOM FREE 1-800-227-2600 o NAVD 88 -1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT//\ I R�Gc��D 02�u//IVC 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 •r•tl t -f--( l 0226-091-41 CIL M.H. NO. 29 11+53.55 SOIL ENGINEER ALBUS-KEEFE and ASSOC., INC. 1011 N. ARMANDO STREET ANAHEIM, CA 92806 PK (714) 630-1626 Fax: (714) 630-1916 CONSTRUCTION NOTES OCONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO. 112. O6 CONSTRUCT 8" DUCTILE IRON PIPE SEWER LINE, BEDDING PER DETAIL ON SHEET 1. 8O SAWCUT/REMOVE AND REPLACE EXISTING DRIVEWAY. 10 INSTALL LOCKING TYPE MANHOLE FRAME AND COVER PER A.P.W.A. STD. 210-2 PER DETAIL HEREON. GRAPHIC SCALE 40 0 20 40 80 lot = 40' 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 Q9. F ESS/0 .4 W NO. C041983 EXP. 3/31/06 s� CN1\- �P 9TF OF CAS-\F�� A I . SLO Bl PLAN OF COVER TOP: VIEW 4 (25 1/4.1 DIA. 572 mm LOT (221/2'101A. .\ 32 mm N (1 1/4.1 DIA. m -, 642 mm (25 1/4•) DIA. 22 mm E E� E� '� E / 13 MM a� - to "> E n I (1/8•) R. TYP. N =^ m �? .n�+ N N �o .. _ Jr 44 ears 11 3/41) 0 EE mwo 603 mm (23 3/4•) E� �- 0 v = m - '^ a SECTION A -A COVER LUG END VIEW PLAN OF COVER BOTTOM VIEW m OLES 3EE DETAIL I OF NOTCHES PLAN OF FRAME 648 mm 125 1/2.1 I 610 m m (24») MANHOLE- FRAME. - PLAN METRO +mEEE ANt COVER LOCKING �hm 1"^ 193/4.1'1 (34/4 _ .TYPE REV. 1996 CD USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION VARIABLE -R3971e an = E " E m 8mm in610 mm(24.1 mm5 7/8.1 .1 M 806 mm (31 3/4'1 SECTION B -B cy N Ecu Eon co _- _ 152 mm'an -1 m �Nn E m o S 127 mm I25 mm LOCKING GUIDE SIDE VIEW C -C DETAIL OF • AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATESTANDARD D BY THE I 610 m m (24») MANHOLE- FRAME. - PLAN METRO PUBLIC WORKS STANDARDS INC.. . GREENBOOKCOMMITTEE ANt COVER LOCKING 210 - 2 .TYPE REV. 1996 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION N. T. S. NOTES: I. THE CAST IRON USED SHALL CONFORM WITH ASTM A-48 CLASS 35B. 2. THE FRAME AND COVER SHALL BE COATEDWITH ASPHALTUM OR. BITUMINOUS PAINT AFTER TESTING AND INSPECTION. 3. COVERS SHALL BE CAST WITH THE LETTER "Dm FOR STORM DRAINS AND "S' FOR SEWERS AND THE AGENCY IDENTIFICATION AN ACCORDANCE WITH INSTRUCTIONS FURNISHED BY THE. AGENCY.- THE.LETTER "D" OR "S" SHALL BE APPROXIMATELY 65 mm (2 1/2") HIGH WITH 13 mm (1/20) LINE WIDTH AND PLACED IN THE CENTER OF THE COVER: ALL LETTERS SHALL BE FLUSH WITH THE FINISHED SURFACE OF THE COVER. 4. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON, THE BOTTOM OF THE COVER AND ON THE- INSIDE OF THE FRAME.' 5. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS. 6. WEIGHT OF FRAME SHALL BE 73 kg (160 POUNDS) WEIGHT OF COVER SHALL BE 91 kg (200 POUNDS). ACTUAL WEIGHTS SHALL BE WITHIN A RANGE OF 95`Xo TO 110%. 7. THE MANHOLE FRAME -AND. COVER -SHALL 8E' INSPECTED BY ..THE ENGINEER . PRIOR TO SHIPMENT TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK. 8. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFI- CATIONS IS 25,100 kg (55.300 POUNDS). 9. COVERS FOR MANHOLES LOCATED IN EASEMENTS. ALLEYS, PARKWAYS AND ALL OTHER PLACES EXCEPT PAVED STREETS .SHALL BE PROVIDED WITH SOCKET SET SCREW LOCKING DEVICES. DRILL AND TAP TWO HOLES TO A DEPTH OF 25 mm (1") AT 90 DEGREES TO PICK HOLE AND INSTALL 19 mm x 19 mm (3/4" x 3/4') STAINLESS STEEL SOCKET SET. SCREWS WITH 10 mm (3/8") RECESSED HEX HEAD. ALL THREADS SHALL BE N.C. 10. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED; ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES,. EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN- PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 2'i 0 -c 2 SHEET 2OF2 6'10 mm (24") MANHOLE FRAME AND COVER LOCKING TYPE AE11CASC CITY OF FONTANA, CALIFORNIA E I\I CI I I\I E E IP I ISI G COYOTE CANYON TRACT 16290-2 937 SOUTH VIA LATA DRAWN BY. SEWER IMPROVEMENT PLANS SUITE 500 OS COLTON, CA 92324 DESIGNED BY: PH. (909) .783-0101 FAX 909 783-0108 OS PREPARED BY: CHP D. CUMMINS R.C.E. NO. 41983 CHECKED BY: APP D B EXP. DATE: 3/3 06 Q` (C)�• ' �-O y�SBC/IGS J.M. CITY ENGIN � �,/ _s -4C.4�0- - C. .C.E. 51152 DATE: SCALE: AS SHOWN ABOVE DATE: OCTOBER, 2005 DRAWING NO.: 'n 3856 12