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HomeMy WebLinkAboutNONAME_071-2APoe pgtf ? awop .0-11w , r; ,x axvj�jgf PDX rA1F09 GTS 56 "X jg. OOX 14 L" AAA WdX rRWO" 14AO9 --JOIAt eXtSTIMS. AVR7W! f 54jcrgArdc s vw • --� ! • PLANSODAT O 1CJLYR 992 WITH THE OF THE BOX INVT ,• �i -- Const ,� t�tlenoll � ,� v � ..�.. � tax's - . SLAB THICKNESS FOR THE POSSIBLE HIGH FLOW VELOCITY AND T4 RCS -- _, PROVIDE A 3 CLEAR CONCRETE COVER FOR BOMM REINFORCING •z }:. s i M A'fGi lit • 01611 NOD 71'd: 7WC crArrr:vqL /W9 43'r r7,/C &&W 04V t2/i. vsrr{ 6 .... 0• IS AN &X MISS 2W Gam' 9XIS►?"!K� " ",v r9, lI.AM6 0.25 S 4 �_ bcr' >� � 2'S S 4s► To T . i© - *4e who 414 t to Max PLAN ISCALAr 1"s 10'-0M !nd of Parapet nor to face of parapet Traf tic Parapet - _ .- E Rte _ A y:.. ...._. _ _ ____ _ _ � it Skew lor+gitcdk'+af Transwrso 4I•riG NE1�I PAPAPEr .• O i - - - ..•�. .. ' �4R lee/M.W.SEC' "P.9 Rr Secr/GW A r • - �AR.4,ope r GD•r4a. RCS TERMINOLOGY •Raw ctruc tion construction ' Win r ob tfercement transverse I ` r r 1,4ba- or "tU&VO ws�� L Remove concrete paraw to Parapet and Waco to existing longitudinal a 3" IF or Span f s') r~ in all members AN" l■AAf/!!' .w,�■...-r�r- /r w)c ACE ate! - - - -------•._.._._..._ _ A16W fNy�i� WALL 1RterltM► buitlpl• soon IL L BOX EXTENSION PART PLAN, -SKEWED Long" of CkAver t _ Sovctn a t Soo • r_a.• ..p., bars Total S 18 4 ft"G • ��f2" � l,' N fN bare•.,....• � It ti — ••p♦. two Toth 3" A=i" '•e" we ' 6" Nor" to !Spoclr►4 � vww owo � t�oc►n� Rte' SECTiCri PART SECTION AT FOAAPET WX ve V. T. f - 4r, Does, AT ffA6r SPAC4VC •� 0 0 EXTERIOR WALL SECTION : C 4rAAN,S 57ANOA40 LWrAILS STD. PL A*VS D OI AND belt , F ..-.a_. • 6PP..R31%f i CONSULTANTS UMP 7W WECT14M Ors ' r; �' '� tom` • ` •''' '•1: THIS PIAN IS ACCEPTED IN REGARD TO ..�. :��► ;� SMS & CEOLOGIC CONDITIONS & CONFORMS TO THE RECCLVAENDATiONS OF THIS St1PPORTIVE REPOM By sal Mq;nW RCE RONALD P. 5HElpON R.C.E. 032160 DAY[ geololm CIG No. W RE412MY" EItPWS 12--31-2000 CQIpANY KLgmrEL 2" Cir T yp _ ...... _ Mttt�-r+�thrp cons♦ jt •� .0.. or P 4 3iail-av I Goat �' Tyr; rt, ine&V��' . .• ♦ `f t t -a art lER HaLW4 • - 6EcvRr TO CCwC zT t WITH •t "f" CCWCkffr9 "1&. ! ' 10 046 FL VAN w?� I-OWCO MATti'F�:. 1 ' ROOF EYA MMJOIN . ATTAIN A MINIMUM DESIGN" COMPRESSIVE STRENCiT�I IrIDtCATED. ;:. r.o..� sera dE 1*A• BARS APkg AT HALL" SPACING• filler "?/rss offier tie*lwss-pairs Of rQisrd rids. to proridir x 0I010601 4 shOW11 W5**here 2114 ` wa 0. sq. h7. IN4. tial cross welioR • arra on COCA /art/f_ o/ the nater$too. MA McAne3►t S. EXPANSION. 0 NT . ,. . waterstop S� a/ /ween ba /d/of ond wolers/op .- CLEAR COVER F`DR TbP AWD HST. BARS. f .. , - .DIA► ��bkf w/ 00 prfrtirly`�d m l ;�► of ' ' _ �► I046 for Wet* I'IOP'SO &IC. • %/41P 006 10 *,3 fr0brck, • �° "' t r" �� ._burs � /2` �n�r. iRArrrols lv ��Sp�ry tI� �ro�rs%jv►:, r�AV'0'A + .. { ..,� ..�.. bore.) '• d4A ca rof p awl 6r �1r AIternatitrt +tvtar/ �r itt m�j► �e s �r +hal' 1br ggvl�►or�. loce of No// "V1,6w - ROOF AND WALLS JOINTS PER DETAILS ON 'LHIS SHIM: - or they &Iowr . { WAALL ExPANsfoN joINr A rV?s ro P t. . CAL T)RA N S ST.ANL;A R,D CAL TRANS STANDARD - 8AID GE DFrA IL 34 3-6 S" Weis ��' _BRIDGE BOX CULVERT JOKIM S, CpNNSTRUCftOI+t JOINTS SMALL B8 PER DSTAYLi SHOWN ON T SHS?'. N. r_ s. UFA /1110TH .' J�fl TC�Y CXfS7 �! t.�C.Yf7l1 o��+s'�rv3 Ar RozwT Ar CoA1Na'cTiow YANo PRo/as A NOTES: _ - mmordfilow PER CALTRANS► STANDARD S��TAI TRAwS1r�ON 70 OvMENSAOMS MV109YW. SHALL BE IN THE SAME PLANE AND SHALL BE NORMAL 70 TIMN. vw • --� ! • PLANSODAT O 1CJLYR 992 WITH THE OF THE BOX INVT ,• �i -- Const ,� t�tlenoll � ,� v � ..�.. � tax's - . SLAB THICKNESS FOR THE POSSIBLE HIGH FLOW VELOCITY AND T4 RCS -- _, PROVIDE A 3 CLEAR CONCRETE COVER FOR BOMM REINFORCING •z }:. s i M A'fGi lit • 01611 NOD 71'd: 7WC crArrr:vqL /W9 43'r r7,/C &&W 04V t2/i. vsrr{ 6 .... 0• IS AN &X MISS 2W Gam' 9XIS►?"!K� " ",v r9, lI.AM6 0.25 S 4 �_ bcr' >� � 2'S S 4s► To T . i© - *4e who 414 t to Max PLAN ISCALAr 1"s 10'-0M !nd of Parapet nor to face of parapet Traf tic Parapet - _ .- E Rte _ A y:.. ...._. _ _ ____ _ _ � it Skew lor+gitcdk'+af Transwrso 4I•riG NE1�I PAPAPEr .• O i - - - ..•�. .. ' �4R lee/M.W.SEC' "P.9 Rr Secr/GW A r • - �AR.4,ope r GD•r4a. RCS TERMINOLOGY •Raw ctruc tion construction ' Win r ob tfercement transverse I ` r r 1,4ba- or "tU&VO ws�� L Remove concrete paraw to Parapet and Waco to existing longitudinal a 3" IF or Span f s') r~ in all members AN" l■AAf/!!' .w,�■...-r�r- /r w)c ACE ate! - - - -------•._.._._..._ _ A16W fNy�i� WALL 1RterltM► buitlpl• soon IL L BOX EXTENSION PART PLAN, -SKEWED Long" of CkAver t _ Sovctn a t Soo • r_a.• ..p., bars Total S 18 4 ft"G • ��f2" � l,' N fN bare•.,....• � It ti — ••p♦. two Toth 3" A=i" '•e" we ' 6" Nor" to !Spoclr►4 � vww owo � t�oc►n� Rte' SECTiCri PART SECTION AT FOAAPET WX ve V. T. f - 4r, Does, AT ffA6r SPAC4VC •� 0 0 EXTERIOR WALL SECTION : C 4rAAN,S 57ANOA40 LWrAILS STD. PL A*VS D OI AND belt , F ..-.a_. • 6PP..R31%f i CONSULTANTS UMP 7W WECT14M Ors ' r; �' '� tom` • ` •''' '•1: THIS PIAN IS ACCEPTED IN REGARD TO ..�. :��► ;� SMS & CEOLOGIC CONDITIONS & CONFORMS TO THE RECCLVAENDATiONS OF THIS St1PPORTIVE REPOM By sal Mq;nW RCE RONALD P. 5HElpON R.C.E. 032160 DAY[ geololm CIG No. W RE412MY" EItPWS 12--31-2000 CQIpANY KLgmrEL 2" Cir T yp _ ...... _ Mttt�-r+�thrp cons♦ jt •� .0.. or P 4 3iail-av I Goat �' BARS. MATCH EXISTING BOX CULVERT DIMENSIONS AT POINT OF '7. CONNECTION AND PROVIDE A SMOOTH TRANSITION TO THE STANDARD . DIMENSIONS. SEF. PLAN FOR DIMENSIONS, REINFORCEMEW AND DETAILS. �. MAIN REINFORCEMENT IS TO BE MACER TRANSVEM`.' 3. ALL BAR BENDS AND HOOKS AND THE PLACING OF REINF4RC� SHALL CONFORM TO THE AMERICAN CONCRETE INSTTI'U`i'E'S , "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRE'My ; LATEST EDITION. 4. IF STRUT-TINtI IS REQUIRED DURING CONS-MU=ON, USE TABLE AIS I WN ON THIS FLAN (PER CALTRANS STANDARD PLAN D8�: Cwt �s 45 dia roV eers SN Note rt, ine&V��' DETAILS SIO ALSO DO NOT REMOVE THE STRUTiTiNo UNTIL THE S"1 UCTURS WII►L . ATTAIN A MINIMUM DESIGN" COMPRESSIVE STRENCiT�I IrIDtCATED. r.o..� sera dE 1*A• BARS APkg AT HALL" SPACING• A* INVE:RT 73 TtiJCICNCSS 1S 15%2n PVR 10 3" S. EXPANSION. 0 NT . CLEAR COVER F`DR TbP AWD HST. BARS. , - - NO EXPANSION JOINT IS PERMITTED IN INVERT SLAB. r�AV'0'A + .. { ..,� ..�.. bore.) '• 6r "d" burs. f or eor th covers up to and Includin 101 = Span 1 t 5 16, T 8' 10' 112' 1,40 "V1,6w - ROOF AND WALLS JOINTS PER DETAILS ON 'LHIS SHIM: - { Span. S : d� f t} ---, Numbor / 011 ! 4 ! 5 ! 6 18 t0 ! t l j 15 S" Weis ��' S, CpNNSTRUCftOI+t JOINTS SMALL B8 PER DSTAYLi SHOWN ON T SHS?'. UFA /1110TH .' J�fl TC�Y CXfS7 �! t.�C.Yf7l1 o��+s'�rv3 Ar RozwT Ar CoA1Na'cTiow YANo PRo/as A - TRANSVERSE CONSTRUCTION JOt M IN WALLS AND SLABS mmordfilow B—%,F^ CULVERT TSECTION S��TAI TRAwS1r�ON 70 OvMENSAOMS MV109YW. SHALL BE IN THE SAME PLANE AND SHALL BE NORMAL 70 TIMN. C�4,L7rR Ns s Aid L r mea VErAI S CENTERLINE 0f CONSTRUCTION. •r. s. STD• P4AN.S !?�! /4Nb ..1�..�?� :....._ .-..._ • TRANSVERSE REINFORCING'STEEL SHALL 'TERMINATE TWO:. - FROM THE CONCRETE SURFACES;,, . - NO SPLICES IN TRAVERSE STEEL RtwvoRCE[l mwr wiLL BE lul" PERMITTED OTHER THAN SHOWN ON -THE DiZArYINE'i ViffN0U1r : "EWA" APPROVAL. OF THE ENGINEEit. knAl LONGITUDINAL STEEL SHALL BE LAPPED MINIMUM 12 UfCM Al` Ttl T I oz. 20 SPLICES. SPLICE NO MORE THAN 50% OF BARS IN ONE SEiC'PMX+t. f•. SAP • �-� LONGTfUDINAL STEEL. SHALL BE CONTINUOUS AND SHALL .�_ ..... _ ..�.-_ i t - -� _ y BARS. MATCH EXISTING BOX CULVERT DIMENSIONS AT POINT OF '7. CONNECTION AND PROVIDE A SMOOTH TRANSITION TO THE STANDARD . DIMENSIONS. SEF. PLAN FOR DIMENSIONS, REINFORCEMEW AND DETAILS. �. MAIN REINFORCEMENT IS TO BE MACER TRANSVEM`.' 3. ALL BAR BENDS AND HOOKS AND THE PLACING OF REINF4RC� SHALL CONFORM TO THE AMERICAN CONCRETE INSTTI'U`i'E'S , "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRE'My ; LATEST EDITION. 4. IF STRUT-TINtI IS REQUIRED DURING CONS-MU=ON, USE TABLE AIS I WN ON THIS FLAN (PER CALTRANS STANDARD PLAN D8�: Cwt �s 45 dia roV eers SN Note rt, ine&V��' DETAILS SIO ALSO DO NOT REMOVE THE STRUTiTiNo UNTIL THE S"1 UCTURS WII►L . ATTAIN A MINIMUM DESIGN" COMPRESSIVE STRENCiT�I IrIDtCATED. r.o..� sera dE 1*A• BARS APkg AT HALL" SPACING• A* INVE:RT 73 TtiJCICNCSS 1S 15%2n PVR 10 3" S. EXPANSION. 0 NT . CLEAR COVER F`DR TbP AWD HST. BARS. , - - NO EXPANSION JOINT IS PERMITTED IN INVERT SLAB. i + .. { ..,� ..�.. bore.) '• 6r "d" burs. f or eor th covers up to and Includin 101 = Span 1 t 5 16, T 8' 10' 112' 1,40 - ROOF AND WALLS JOINTS PER DETAILS ON 'LHIS SHIM: - { Span. S : d� f t} ---, Numbor / 011 ! 4 ! 5 ! 6 18 t0 ! t l j 15 S" Weis ��' S, CpNNSTRUCftOI+t JOINTS SMALL B8 PER DSTAYLi SHOWN ON T SHS?'. /1110TH .' J�fl TC�Y CXfS7 �! t.�C.Yf7l1 o��+s'�rv3 Ar RozwT Ar CoA1Na'cTiow YANo PRo/as A - TRANSVERSE CONSTRUCTION JOt M IN WALLS AND SLABS B—%,F^ CULVERT TSECTION S��TAI TRAwS1r�ON 70 OvMENSAOMS MV109YW. SHALL BE IN THE SAME PLANE AND SHALL BE NORMAL 70 TIMN. C�4,L7rR Ns s Aid L r mea VErAI S CENTERLINE 0f CONSTRUCTION. •r. s. STD• P4AN.S !?�! /4Nb ..1�..�?� :....._ .-..._ • TRANSVERSE REINFORCING'STEEL SHALL 'TERMINATE TWO:. - FROM THE CONCRETE SURFACES;,, . - NO SPLICES IN TRAVERSE STEEL RtwvoRCE[l mwr wiLL BE ROOF 54 -AAS PERMITTED OTHER THAN SHOWN ON -THE DiZArYINE'i ViffN0U1r : APPROVAL. OF THE ENGINEEit. LONGITUDINAL STEEL SHALL BE LAPPED MINIMUM 12 UfCM Al` Ttl T 20 SPLICES. SPLICE NO MORE THAN 50% OF BARS IN ONE SEiC'PMX+t. f•. SAP • �-� LONGTfUDINAL STEEL. SHALL BE CONTINUOUS AND SHALL .�_ ..... _ ..�.-_ i t - -� _ y r TEND THROUGH ALL CONSTRUCTION JOINTS. �710AI L CONST. J0/NT' .. T'•i T ' "`� - oPr1oNAZ. ._._. ' 7. BOX CULVERT WARPED WINGWALLS (CHANNELT'RANSII'IOI� SHALL $R .* RDUGH N �C? { PER DETAILS ON THIS SHEET (CALTRANS STANDARD PLAN DKPA ' - I I coNsT .io/NT L" ADJUSTED PER ATUAL PLAN. T S. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCM ' BOX TRi#NSY ! C lS . jO%T T� STEEL HAVE BEEN PLACED, INSPECTED AND APPROYED'�;f Tn 11 T REPRESENTATIVE. tt 4. FO'R BACXFILL 51M. CALTRANS STANDARD SP- dCIMA't'! N TM DIS-RENCE, IN LEVEL OF BACXFILL At34+ UW OUTS= WAJ.,S rNOT AL 7'9,eA1A7" EXCEED 2 FEET. CXCT. .to/wT KOrlctteMh A:'04169 LEM6L? 10. CONCRETE WORK SHALL BE DUrYE IN ACCORDANCE WITH T1#B ' � �� CALTRANS STANDARD SPECIFICATION SECTION 51 "CONCH . STRUCTURES sFCTIaN sz •REit •, AND SEC ... ---- Y !Nty r SQL AS �! T - - - - "PORTLAND CEMENT Co��rCRETH". - �1 .i l• E . t �t 11 • UNIT STRESSES: _ �it:..:........ �' •• •. • • THE 28 DAY MINIMUM Cote uSIYS sI�EIiQI'H O!'I� j Q�pFESS/pN q�F CONCRETE Cc 3,250 PSI. �?au) S o REINFORCING STEEL MINIMUM YIELD STRFSOM , y a Jt W411ERT LOMIaLD.VNALMV5°� J11�lTS N0. 32180 D IAL TWO WORKING BEFOn- DAYS BEFORE fy '� 60 X31 lw�6TJ� Exp. LZbU& �w► '� YOU DIG YOtJ DIG w■ r s. J' C/vl�_ u. TaFREE 1-800-227-2600 REINFORCING STEEL SHALL CONFORM TO ASTM SPECIFICATION' A611, '9l A PUBL I C SERVICE BY UNDERGROUND SERVICE ALERT E OF C A1.�F� GRADS60. - - BVI SONS E' C eENCHUK: � CITY CSF FONTANA CAUFORKUA- 0qW. t • AM ConsultingEn sneers b: IN N L N LEAD 6.48''WEST OF NORTHERLY FWT" AUT CURB RMIN • NORTHWEST CORNER QF IMN INTERSECT OP CITRUS AVENUE AND SAN BERNAR01K0 AVENUE. 32M EFMTWI. MIlr# tl, SX 3ft PAsAoERA, CA 91147 kit•. R� �U�H OF FQNTAKA. DATUM. ELEVATION � 1138.67 (ete� "3-MMfr�x �e�d) 60-0060 o's� e�►s Dec. J.M. DETAIL SHEET CITY • ' Chocked br. AmPRovE R.S./�.M. CITY ENGI EER R.C:E. 25126 DATE' :. [m) `ri<ti LO -tom .