The URL can be used to link to this page

Home My WebLink About4168-2Lo H vJ00.7 TRW 6 7 FIG TF C:) _6*2 _ 19" REV. 1995 - I - W. 3 W A -I SLOPE INN-\ 600 nun (24 surcharge 10"� 1100 n Tr nTr 4 BEING A PORTION OF SECTION 14, �2 Albus-Keete & Associates, Inc. ............ Design limils for slop* AND 23, TOWNSHIP I NORTH, 1266 Corona Pointe Court 9 or surchttle. Typical RANGE 6 WEST, SAN BERNARDINO Corona, CA 92879 Anaheim, CA 92806 BASELINE AND MERIDIAN. Ph: (951) 479-9300 Ph: (714) 630-1626 A (9) 0 0 WNST TRANSFORMER PAD RETAINING/SLOUGH WALL SCALE: 1*=21Y 21 MAX Hz CANYGN RD 10 Aft W A co __J PUMP EQUIPMENT RETAINING/SLOUGH WALL SCALE: 1*=26 20 0 20 40 Scale 1 20' feet CADUNCM R/W CANYON ROAD 12' 6 279 2 EXISTING 6' CONIC. SLAB EXISTING CURB SIDEWALK (BY OTHERS) MD GUTTER SECTION G -G NTS 2:1 SECTION F -F NTS BASIS OF BEARINGS: LEGAL DESCRIPTION. OWNERIDEVELOPER SEE NEW SOILS REPORT 19" REV. 1995 - I - EASTERLY BOUNDARY LINE OF TRACT 14570. 600 nun (24 surcharge 10"� 1100 r200 1250. BEING A PORTION OF SECTION 14, CENTEX HOMES Albus-Keete & Associates, Inc. line Typ. Design limils for slop* AND 23, TOWNSHIP I NORTH, 1266 Corona Pointe Court 1011 North Armando Street or surchttle. Typical RANGE 6 WEST, SAN BERNARDINO Corona, CA 92879 Anaheim, CA 92806 BASELINE AND MERIDIAN. Ph: (951) 479-9300 Ph: (714) 630-1626 A (9) 0 0 Fax: (951) 273-2100 Fax: (714) 630-1916 ISM- 0 406 15T 0 406 BENCH MARK: REV. REMSION DESIDN Momw 04 016) 0 0 16) - DESCRIBED BY METROPOLITAN WATER DISTRICT SO. 0 CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE 15M 0 406 1 0 406 - DRAWNG NOI ISM (05) SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 A&VWWVVVVVVWVVVVVM twVVwwwwVwwww% FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH ON THE NORTHWEST CORNER OF A 10 FOOT WIDE CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD DIAL BEFORE YOU DIG TWO WORKING DAYS BEFORE YOU DIG 047 - (2-9) 0.30 (3.2) 0.31 (3.41 0.34 0.37 1 .7) WO) I kvm MWDSC 3 INCH BRASS DISK STAMPED"33A 1992". TOLL FREE 1-800-227-2600 Ibs/LF 15M 05) NAVID 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT qr 6-28 - 0.31 - (3.0) (3.3). 151A 05)_,.�: ISM 19 4 awn 15M 04) 15M 200 nun rot. 3 Tot. 2 30 mm X�o 15M (05) (r) 0-' 200 mat MM (11 SIG 01 = i5m (204) 150 awn Tot. 11, 21. 1.(69) Ty 0 w/2 Typical w 50 nun J21 Typ- U54 04) Tot. 3 w Hr -1800 mfn 16-06) inax. lal PR0MUrATw1wTw PDX W01M STROk" M CifteNDOOK00MUffTFA MASONRY RETAINING WALL STAMDA110 PtM MIET1111C - 618 -1 19" REV. 1995 - I - SHM I OF 3 600 nun (24 surcharge 10"� 1100 r200 1250. r----- ;J Loyout line Typ. Design limils for slop* 14* -01 A 0 or surchttle. Typical 15M 0406 0 F-60 mrn (2') C'4 44 0 16) - 1616 4 0 C*4 9. 16): A (9) 0 0 I I5JJ 0 406 ISM- 0 406 15T 0 406 u4saary construction CN - CL Momw 04 016) 0 0 16) - A - 0 ISM 0 406 15M 0 406 1 0 406 - DRAWNG NOI ISM (05) CtAl 016). 194 mm 17 5181 05 q16t Footing Cone, 013/m CF/LF 047 - (2-9) 0.30 (3.2) 0.31 (3.41 0.34 0.37 1 .7) WO) I kvm 200 nun I - 2215 Ibs/LF 15M 05) 18.9) [".6) qr 6-28 - 0.31 - (3.0) (3.3). 0 33 tim kgfm Reint. '135- 1,4.5 11.5 1 19' - ibs/LFI (i5) (9-6) (11.8) 02.9). 0A) 15M (s4l) 15U (&4 Tot. 2 Tot. 2 ISM (@4) Tot. 2 w w Hal.4 m (4* -G*) awx. TYPE A WALL JYPE -8 WALL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PR0MUrATw1wTw PDX W01M STROk" M CifteNDOOK00MUffTFA MASONRY RETAINING WALL STAMDA110 PtM MIET1111C - 618 -1 19" REV. 1995 - I - SHM I OF 3 - Uss VWTH VANFUM SPacwIcAroNs iroR Puaw wom(s wwriWbON RETAINING W DATE I ENOR. I CITY I DATE (TYPE B) SECTION NTS -Type Desion H. 1016 13-743 1219 (4* -&l 1422 1929 (61-01) A w 10"� 1100 r200 1250. 401 - 1200 150 AY -24 (31-61 (W -1w) 14* -01 A 0 0 E 15M 0406 15M 0 4 1 ' 9406 F-60 mrn (2') C'4 44 0 16) - 1616 4 0 C*4 9. 16): A (9) 0 0 I5JJ 0 406 ISM- 0 406 15T 0 406 CN - CL SCALE 04 016) 0 0 16) - A - 0 ISM 0 406 15M 0 406 1 0 406 - DRAWNG NOI 2 CtAl 016). (04 0-161 05 q16t Footing Cone, 013/m CF/LF 047 - (2-9) 0.30 (3.2) 0.31 (3.41 0.34 0.37 1 .7) WO) I kvm 124 016) I - 2215 Ibs/LF (8-5) 18.9) [".6) Dze). (15.0) Type Closign H 1016 113-41 139 (4* -(Y) 422 1626 (4'-S*l (Y-41 1929 (61-01) W_61 w '850 050; 1050 1250. 401 - 1200 150 12!-89 (31-00) [3* -49 kv _w) 14* -01 a 0 0 E 15M 0406 Ism 0 406 F-60 mrn (2') C'4 44 0 16) - 04 016) 13 (9) 0 0 I5JJ 0 406 ISM 0 406 CN - CL SCALE AS NOTED 0 ISM 0 406 15M 0 406 1 0 406 - DRAWNG NOI 2 04 0 16) 04 0 16) IjV 016). 2 )Sw 0 376 15M 0 375 ISM 0 373 15M 0 37!� 1540300 124 016) (114016) 04 0 MY - 04 0161 05-016) - Footing Cone.: my/. CIFtl F 0.2.3 (2.5) 0.t6 12.8) - 6-28 - 0.31 - (3.0) (3.3). 0 33 tim kgfm Reint. '135- 1,4.5 11.5 1 19' - ibs/LFI (i5) (9-6) (11.8) 02.9). 0A) NOTE., DIMENSIONS SHOWN'ON.THE PLAN FOR METRIC AND ENGLiS14 UNITS'ARE NOT EXACTLY EQUAL VALUES. IF METRIC -UNI'T3 ARE USED, ALL VALUItS USED FOR - CONSTRUCTION S"ALL BE METRIC VAL.VES. IP ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE'ENGLISH VALUES. 21 0m: wa.) MAMW SM 50 ram (r) MORTAR CAP #4 CONTI, 0 Mn on - CONCRETE aLOCX -50 W_61 (fe 151- 400 100 14 CMT. 0 4e OC (41 401 - 1200 150 (1'r- 44 w) 127 mm (5') MIN' (SEIE NOTIE 6) 0 E I- 1 -0. F-60 mrn (2') A 0 Mn on - 0-150 -50 W_61 (fe 151- 400 100 W-1 ) (41 401 - 1200 150 (1'r- 44 w) .NOTEst I. OONUM PW C04MVE BLOCK WILL K PM SSM 2. CONCFMX BLOCKS SIAM BE KAM VWLE ME FW71NG IS SnLL FRESH. AL CaLS TO BE FRED 9" NTH MT MID RODDED SO MWT 13 LKNOtJIHIC VAIH FRESH FOOTINO� I OMIT III FROM MMAL JONTS h FIRST CCURSE ASM FW&M GRAOC ON 812 ftwn (3!r) CEN7ERS FOR KW HOLE& 4. PCXJR F007M AGANST UNDISIURSED HAVM SOIL 56 NO LIVE LOAD SURCHARGE AUJM ON RETAM SOL 6. TCP Of FOOINQ IJAY BE PWW PARPUEL TO PARKWAY WOE If STREET CRADE IS RELATMIY FIAT A14D UNIFOFN. (MAX 5%J 7. W2MM SHOM ON 1HIS, PtM FOR METRIC AND ENGUSH MTS ARE NOT EXCATLY EQUAL VALUM IF MEMC UNITS ARE U$EQ, ALL VALUES USED FOR CONSYRUI SHALL BE MMC VALUES. IF ENGLISH UNTS ARE UI ALL VALUIES USED FOR 0ONSTRUCDON SHALL BE MWSH VALUE& AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROWILGAMID " na PU8WVV0W STANUM M 2-J4 CMT. STM DAM PLAN M~ GREENDOOKOOMMMEIE im ESS/0 liu'R I A 1% 1 REV. 1M -,q*. 310-A-17 PCC A a HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER ...I. (020-A-2600) Its. A MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO Exp. 12/31/06 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. P�� 3 COURSE MAXIMUM .NOTEst I. OONUM PW C04MVE BLOCK WILL K PM SSM 2. CONCFMX BLOCKS SIAM BE KAM VWLE ME FW71NG IS SnLL FRESH. AL CaLS TO BE FRED 9" NTH MT MID RODDED SO MWT 13 LKNOtJIHIC VAIH FRESH FOOTINO� I OMIT III FROM MMAL JONTS h FIRST CCURSE ASM FW&M GRAOC ON 812 ftwn (3!r) CEN7ERS FOR KW HOLE& 4. PCXJR F007M AGANST UNDISIURSED HAVM SOIL 56 NO LIVE LOAD SURCHARGE AUJM ON RETAM SOL 6. TCP Of FOOINQ IJAY BE PWW PARPUEL TO PARKWAY WOE If STREET CRADE IS RELATMIY FIAT A14D UNIFOFN. (MAX 5%J 7. W2MM SHOM ON 1HIS, PtM FOR METRIC AND ENGUSH MTS ARE NOT EXCATLY EQUAL VALUM IF MEMC UNITS ARE U$EQ, ALL VALUES USED FOR CONSYRUI SHALL BE MMC VALUES. IF ENGLISH UNTS ARE UI ALL VALUIES USED FOR 0ONSTRUCDON SHALL BE MWSH VALUE& AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROWILGAMID " na PU8WVV0W STANUM M CONCRETE BLOCK SLOUGH WALL STM DAM PLAN M~ GREENDOOKOOMMMEIE im ESS/0 liu'R 622-1 1 REV. 1M SHEET 1 OF I U$tlWlYfl3rA-NDAROVECWICkMN.SF?jRVU13rAW6-R-K34ONSTRUCTIO14 Omit mortor from V*111col joint in firsk course abov 63041yound at a mm (321) centers for wee,%Mlos. rill all t is With coacirole Ground line I 50 ffiffi.(29 Cement awfor cop H*142 : I H,106 MM =7 :11AN = � 0070 111 fil I M -W ii 1 ELEVATION -MASONRY CONSTRUCTION HzI829 aun Hzl422 mm Hz[016 rnm Front face 4rowd title als it te Mdx. -Eilend coulk- 10149 150 MnR (64 below finished 9(64* A 15M 04) 030002) _J 600 mra t28-01 15M 04) 0 300 (12) ELEVATION (1/40) Ptemol4e4 ion joint filter Layout line ICDOI- Cotdki at 300 n -un 0`-01 SECTION -A-A PLAN FO!2TING STEP DETAILS DESIGN CRITERIAt masonflo. fm s &.SLtd* (500 _q%fl fsm-- 10,3mpe (1500 psi) is 2 165MPa (24.000 psi) a = ;20 iltinf. Cone.s fe -* 9MP* (1300 psi) 1*,c 2 22MPa (3�50 psi-) is a 16SUPo 124.000 psi) n - 10 Ear t h 2 19 KN1n%3 (120, po 1.) .6 o (21) Stwchwge IE4ulyaltat fluid Ot#23vto w 5.16 IkPa/m 136 pet) for 4elerminalion of to* pressure - 4.2 kPa/m (27 Pet) for determinations of beef 9(esturt. P-2 (2:0 unlinited Surcharge: E4rth pfe3sufa; determined from Ronkine*s formula 0 a 33* -4&. 14flimum Ql1Qw*t9* Mail be0fifig C000citY at ftvndallon WI 96kPa (2000 psi.) 'AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHIERN CAILIFORNIA CHAPTER STAWNWIPI.M Menge MASONRY RETAINING WALL 618-_ 1 SHEET 3 OF 3 CONSTRUCTION NOTES No. DESCRIPTION CONSTRUCT 1.5' HIGH SLOUGH WALL PER APWA STD PLAN 622-1 HEREON CONSTRUCT RETAINING WALL PER APWA 616-1 (T`YPE B) HEREON nc. CITY OF FONTANA, CALIFORNIA A Civil Engineering - Planning - Surveying - Public, Works DRAWN BY: PARK 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730-909-919-7800 JTM RETAINING & SLOUGH WALL PLAN PREPARED UNDER THE SUPERVISION OF: DESMED BY - RDC CHECKED BY. APP BY�v RDC Aop4/ 4v HAROLD GARCELON, P.E. R.C.E. 31681 DAT CITY ENGINEER R.C.E. 51152'FDATE: C14 1 U.P C14 Q I 0 V) n 1-11 C14 LO SEAL -ENGINEER ESS/0 liu'R SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 0 <11� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN C13 HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER M No. 31681 ? r" MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO Exp. 12/31/06 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. P�� 0 0&\1 Omit mortor from V*111col joint in firsk course abov 63041yound at a mm (321) centers for wee,%Mlos. rill all t is With coacirole Ground line I 50 ffiffi.(29 Cement awfor cop H*142 : I H,106 MM =7 :11AN = � 0070 111 fil I M -W ii 1 ELEVATION -MASONRY CONSTRUCTION HzI829 aun Hzl422 mm Hz[016 rnm Front face 4rowd title als it te Mdx. -Eilend coulk- 10149 150 MnR (64 below finished 9(64* A 15M 04) 030002) _J 600 mra t28-01 15M 04) 0 300 (12) ELEVATION (1/40) Ptemol4e4 ion joint filter Layout line ICDOI- Cotdki at 300 n -un 0`-01 SECTION -A-A PLAN FO!2TING STEP DETAILS DESIGN CRITERIAt masonflo. fm s &.SLtd* (500 _q%fl fsm-- 10,3mpe (1500 psi) is 2 165MPa (24.000 psi) a = ;20 iltinf. Cone.s fe -* 9MP* (1300 psi) 1*,c 2 22MPa (3�50 psi-) is a 16SUPo 124.000 psi) n - 10 Ear t h 2 19 KN1n%3 (120, po 1.) .6 o (21) Stwchwge IE4ulyaltat fluid Ot#23vto w 5.16 IkPa/m 136 pet) for 4elerminalion of to* pressure - 4.2 kPa/m (27 Pet) for determinations of beef 9(esturt. P-2 (2:0 unlinited Surcharge: E4rth pfe3sufa; determined from Ronkine*s formula 0 a 33* -4&. 14flimum Ql1Qw*t9* Mail be0fifig C000citY at ftvndallon WI 96kPa (2000 psi.) 'AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHIERN CAILIFORNIA CHAPTER STAWNWIPI.M Menge MASONRY RETAINING WALL 618-_ 1 SHEET 3 OF 3 CONSTRUCTION NOTES No. DESCRIPTION CONSTRUCT 1.5' HIGH SLOUGH WALL PER APWA STD PLAN 622-1 HEREON CONSTRUCT RETAINING WALL PER APWA 616-1 (T`YPE B) HEREON nc. CITY OF FONTANA, CALIFORNIA A Civil Engineering - Planning - Surveying - Public, Works DRAWN BY: PARK 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730-909-919-7800 JTM RETAINING & SLOUGH WALL PLAN PREPARED UNDER THE SUPERVISION OF: DESMED BY - RDC CHECKED BY. APP BY�v RDC Aop4/ 4v HAROLD GARCELON, P.E. R.C.E. 31681 DAT CITY ENGINEER R.C.E. 51152'FDATE: C14 1 U.P C14 Q I 0 V) n 1-11 C14 LO C14 n 41 0 0 0 E C'4 0 0 0 04 CN - CL SCALE AS NOTED DATE - 07-16-06 E -6 a 0 z DRAWNG NOI 2 2