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HomeMy WebLinkAbout3252-11i Ptoct expansion°finis C H=f829 mm 12192 torn (401 �') et max, Mlosoory ISM (5) 5o mm construction ,50 mm t2'1 Ctment „ (2') CL mor for � cap H-1422 ffn l9«t mm Omit mortar from first etol cou sieleboy s 151 4�5) (7 5d8'1'propa+aed ground'�H Marl avy tide al $13 mm r for (32") a;eaCe s o ISM (*4) 15M (♦4) ��up 200 mm weep holes. Flit Tot. 3 Tot. 2 5th mro �- t8 ) (2') Cl. all calfs with 5 15M (e5) E 50 mm concrele min Im rr 200 rn T Ground line t21 d n yp t) c� E-. I � )rant toa:a! O79 mm"? Ccs .,' Eby n,g 150 mm W) below 1,5M fo4l) Li N_ rCL 15{1 nlrn Tot. 15M €•4) ,� finished grade r'r; °,^� (•6") Typ. To - -- -- wr2 w ELEVATION–MASONRY CONSTRUCTION.. Typical I H=1$Oii mm IN I (61-o"I max, H%182ll mm +f=1422 mm H=1016 min iv Q E a 600 imm Front foe* finished 0 , s Err= (2') sureilarge ground lino` m- Layout tint Trp. t 4 Design limits for slope 1 Mkt or surcharge Typical ) � �"` E { t `� 600 mm Masonry construction 15M trt4} 0 500 (12) C ELEVATION' 155�M 1*5t !94 mm x 17 Sim') E E C B min (1/4*) ion Pt tiller d expanslan Joint #;Ilii _ [-Layout tine 200 tont Q� i:iCl�� 15M (+5) r ». v I 200 mm z,, E 3 )0 aunt €6') Caulking E 15M' te4) 15M 04? " Tat: 2 b Tot, . EC"I"I QN A–A Rte FOOTING STEP ©ETAILS. 13M (a) Tat. 2 Nt�TE. DESIGN CR I "TER I A;' W W Masonry* fm 3.5MPo (500 psi) fm= IO.3MPa (150 3 psi) is = 165MPo (24.00 pais) n * 20 x Rainf. Conc,: f = IMPa 0300 ii) f" = 22MPo (3250 psi.) r € n z 10 H 1,4 m DIMENSIONS SHOWN ON THE: PLAN F't�l� METRIC AND ENGLISH UNIT c p c, � fs t6SMPa (24.0t5a psi) ARE NOT Earth a 19 KN/m3 (120 per.) (4"-8') mos, EXACTLY Et7lIAl. VALUES. IF METRIC UNITS ARE USED, ALL VALUES USi.I� FOR .6 m,(2") Surcharge CONSTRUCTION SHALL BE METRIC VALUES, IF ENGLISH UNITS` ARE USED ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. Equiyalent fluid pressure 5.6-kPalm (36 pcf) for determination of toe pressure. 4.2 kPotm (27 ptf) for determination of hoot pressure: TYPE A WAIL TYPE B WALL 1=2 (2e I) Unlimited Surcharge= Earth pressure determined from Rankine's formula 0S = Minimum allowable soil bearing capacity of foundation material m 96kP* (2'000 psf,) AMERICAN RIGAf�'R PUBLIC C WCt R S K ASSOCIATION ATIQN SOUTHERN AMERICAN PUBLIC WORKS ASSOCIATION OR SAS 0 IATI til SOU: HER�t CALIFORNIAOiALIFf�R'l�IIA CHAPTER p=15iN CALIFORNIAOALtFC�FtNiA CI-t�#t'TI�R t� T STANDARDPIAN STANDARD P1�t,W M METRIC MASONRY /r�yy� METRIC V1 iP"RETAINING WALL 618 - '� 11�fA5Ol�R1d' IE�'�Al�il�l �l,�i_E.618-1 SHEET 3 OF 3 SHEET" 2 {3F 3 S ASSOCIATION • �O�IT�E�1� CALIFORNIA OHAPTEFI! AMERICAN PUBLIC WORK A Design H t{7a6 STANDARD PLAN t}I�r,�drJtl.+GA1�13 6Y THE i4NaAKiD: . Ret S Mii PV819�1�7 SSS ■ I (�yj T P�,� r��ryyjj��/yr����r,, jj�,�� �f RETAINING MASONRY 1411TTIiIC a}e�eNsc�a ca�+�a TSE 1+V 618 teas Ryer. 't t4' -E€') SHEET �i OF a•1 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WQ�i�IfS C{3FISi}tl1GT10Fk Type, Design H t{7a6 12t9 l422 l�t� )829+ � 1+V t3"-4") i4"-i3*1 t4' -E€') (S'-4'1: {6" -ft') A ,� 101}d} tttt0 124ti t3(?{i t40Gi t3" -2"t t3"-6'� {3" -Ifs`! €?I` -2"t t4»_6»3 ISIM E;► 406 15A1 A? N4}fi 13 15M � 4{lf ISM t► +s 46 (•4 Illi++ 1£a} (•5 Ct lfi�t � 15M Q 9£76 tSM +a 4011 ISM RA QQ6 � � t5i� a �I(7�i t5ff `+� 406 " 15twt t7 4p6, � €a.l t} 151 t+4 +Q 16) Ia5 0 Ifa) 15Nt •4 ;4'75 i5M Ri 3�I}0 Footing Cont. miF �) � 2l i*!1 O l�) t+4 tx 161 f�4 t? M6l �F�I 2 (3�4) ?) (4.0) Relnf_ kg/m 1� 13.E 17.5 I� 22.5 Ib�{LF {Q.51 t8.91 t11.6) t12.8) 1t5�.(1) ..Tyne Design H ltil6 t3 -�1") 121 €4'��«) l922 t4• -a•) 1626 (5'-a't #2tJ � 1+V 65f� �5{i 105p i13i7 12SC1 lSM +C+ 4U6 ISM Q At76 t+'4 l&) tR4 +� Iii) 13 15M � 4{lf ISM t► +s 46 (•4 Illi++ 1£a} (•5 Ct lfi�t � 15M Q 9£76 tSM +a 4011 ISM RA QQ6 t•�q � !€1 1.4 r� l6) t•S CA l6) � l5fd Ci 37a 15M t'!` 37'5 ISM P 375 15Nt •4 ;4'75 i5M Ri 3�I}0 (+4 ir` 16} i*!1 O l�) t+4 tx 161 f�4 t? M6l ted O Iii) Footing Cane_ m�/r�y 0.2x3 0.2$ p,31 11.33 CF/LF _ 12.5t t2:8) t'.} t3.3) 13.6.} kg/m Fieiraf. 13,5 19 23 Ilaal�„F ('5.1.1.. {9.6) €11.#3! t12.t3) tl5.�i•) R/W 2' MIN. EXISTING BLOCK WALL 18' 9' 3' 6' EXISTING � PAD CONSTRUCTION NOTES 3O CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN 8 ���� – 2- _ 28 CONSTRUCT TYPE "B" RETAINING WALL PER APWA STD. DWG. N0. 618-1, AS SHOWN ON SHEET 11 OF 11 =,rte SECTION NOT TO SCALE MADOLE ID sESSDG��4T S, !A/C . a�® �-° IHSSihlldT CTA- DX.SU11r�.z00 O�T�i�lp, G! • 9/ t"ol # . 36 RECORD C I r tit THESE RECORD DRAWING$ HMV€ W€N 1dR&AAEp; IN C�y�� �� PART, ON THE RADII OF INIt=®AAdAfi1d111 1i31b f+1Jl i� rte FURNISHED BY Afi A& fi� 9NOIN PI WILL N(if of m t c/ RESPONSIBLE FOA ANY EARMI OR CI 1§61OM6 W1416 , BASIS OF EE e`7aS: ) — w s �-- HAVE BEEN INCORPOWD INTO THE 6t@11i tNf6 A§ , BEARINGS ARE BASED ON THE_ CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST LINE OF THE �ZG A RESULTTH'REOF WEST 1/2 OF THE SOUTHEAST 1/4, SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO BASE AND MERIDIAN, BEING NORTH 00'11'07" EAST AS SHOWN ON TRACT MAP NO. 16009, MAP BOOK 285, PAGES 71 TO 74, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO. REV. IOD D ON DATE ENGR. CITY DATE Prepared By: Q o SHOULD CONSTRUCTIOd OF REQ PREPARED FOR: SNC r QRpFr:SSIpN CITY ®F F® T C LIF® I RO NOT C0 < CE CALTRANS BENCHMARK NO. 8-17 ALLA�.D ENGINEERING S Hq q< "DOVE II COMMUNITY TWO S OF THI"IE DATE OF APPROVAL HO 11, Civil En ;Hearin Land Surveying Land Planning �� qP F c o SHO OJ C FORTH INA BRASS CAP IN CONCRETE S.C.E. TOWER LEG. g g -s - g v, �' DRAWN BY: 801 CORPORATE CENTER DRIVE 343' N/0 HIGHLAND AVENUE, 0.2 Mi. W/0 y 8253 Sierra Avenue w m SCALE: NOTED No. 43976 m AE DIAL TWO WORKING DILIGENT !l THE CITY ENG' MAY SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE Fontana, California 92335 a Exp, 6/30/05 �' DESIGNED BY: AP .: 5Tl� ; ARD DETAILS DATE: n BEFORE DAYS BEFORE Q REVhvIOi�'S TO THE PLANS TO OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG (909) 356-1815 Fax (909) 356-1795 YOU DIG POMONA, CA 91768-5641 HIGHLAND AVENUE FROM SIERRA AVENUE an> �Q AE y ,. AUGUST, 2003 y YOU DIG E �0 EM CONFORMANCE WITH (909) 802-1154 9T CIMS S F p� CHECKED APP VED BY: � DRAWING NO.: TOLL FREE 1-800-227-2600 FAX 909 802-1111 A.C.E. 43976 ate OF CALIF O u CONDITIONS ANa STAND SIN EFFECT ( ) David S. Hammer, A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Q ��p Dn,J�wWC-� I �� ��f �''U'� ELEVATION.- 1428.6090 (expires 6/30/2005) 0 CITY ENGINEER R.C.E. 51152 '� lul-\ nWr;\ 1 Qgo1 \ STRFFfS\ t fi9RQ—SHT11 nwr,• �>• ■ ■Lr�rrrrlr Is��l$�filll���l 1 I..- ����1 __. , iir9iIrtlrtl MIN � I � iilhlt R/W 2' MIN. EXISTING BLOCK WALL 18' 9' 3' 6' EXISTING � PAD CONSTRUCTION NOTES 3O CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN 8 ���� – 2- _ 28 CONSTRUCT TYPE "B" RETAINING WALL PER APWA STD. DWG. N0. 618-1, AS SHOWN ON SHEET 11 OF 11 =,rte SECTION NOT TO SCALE MADOLE ID sESSDG��4T S, !A/C . a�® �-° IHSSihlldT CTA- DX.SU11r�.z00 O�T�i�lp, G! • 9/ t"ol # . 36 RECORD C I r tit THESE RECORD DRAWING$ HMV€ W€N 1dR&AAEp; IN C�y�� �� PART, ON THE RADII OF INIt=®AAdAfi1d111 1i31b f+1Jl i� rte FURNISHED BY Afi A& fi� 9NOIN PI WILL N(if of m t c/ RESPONSIBLE FOA ANY EARMI OR CI 1§61OM6 W1416 , BASIS OF EE e`7aS: ) — w s �-- HAVE BEEN INCORPOWD INTO THE 6t@11i tNf6 A§ , BEARINGS ARE BASED ON THE_ CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST LINE OF THE �ZG A RESULTTH'REOF WEST 1/2 OF THE SOUTHEAST 1/4, SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO BASE AND MERIDIAN, BEING NORTH 00'11'07" EAST AS SHOWN ON TRACT MAP NO. 16009, MAP BOOK 285, PAGES 71 TO 74, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO. REV. IOD D ON DATE ENGR. CITY DATE Prepared By: Q o SHOULD CONSTRUCTIOd OF REQ PREPARED FOR: SNC r QRpFr:SSIpN CITY ®F F® T C LIF® I RO NOT C0 < CE CALTRANS BENCHMARK NO. 8-17 ALLA�.D ENGINEERING S Hq q< "DOVE II COMMUNITY TWO S OF THI"IE DATE OF APPROVAL HO 11, Civil En ;Hearin Land Surveying Land Planning �� qP F c o SHO OJ C FORTH INA BRASS CAP IN CONCRETE S.C.E. TOWER LEG. g g -s - g v, �' DRAWN BY: 801 CORPORATE CENTER DRIVE 343' N/0 HIGHLAND AVENUE, 0.2 Mi. W/0 y 8253 Sierra Avenue w m SCALE: NOTED No. 43976 m AE DIAL TWO WORKING DILIGENT !l THE CITY ENG' MAY SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE Fontana, California 92335 a Exp, 6/30/05 �' DESIGNED BY: AP .: 5Tl� ; ARD DETAILS DATE: n BEFORE DAYS BEFORE Q REVhvIOi�'S TO THE PLANS TO OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG (909) 356-1815 Fax (909) 356-1795 YOU DIG POMONA, CA 91768-5641 HIGHLAND AVENUE FROM SIERRA AVENUE an> �Q AE y ,. AUGUST, 2003 y YOU DIG E �0 EM CONFORMANCE WITH (909) 802-1154 9T CIMS S F p� CHECKED APP VED BY: � DRAWING NO.: TOLL FREE 1-800-227-2600 FAX 909 802-1111 A.C.E. 43976 ate OF CALIF O u CONDITIONS ANa STAND SIN EFFECT ( ) David S. Hammer, A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Q ��p Dn,J�wWC-� I �� ��f �''U'� ELEVATION.- 1428.6090 (expires 6/30/2005) 0 CITY ENGINEER R.C.E. 51152 '� lul-\ nWr;\ 1 Qgo1 \ STRFFfS\ t fi9RQ—SHT11 nwr,•