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OVERAL..I.... TANK SLAB VARIES WITE-!
<br /> NUM_ESR AND DIAMETER OF _.1mANP<S NOTES.
<br /> � k CLIENT:
<br /> Tank Slab Concrete Specifications
<br /> bp
<br /> k ! r
<br /> �1 SLOPE CONCRETE AWAY FROM ALL. MANHOLES 1" RISE OVER 12" F>IaN
<br /> hcc1. UNL.ESS 01F1FPV(S= NOTED ON THESE DRAWINGS: . F
<br /> _I_3P.__R. REINFORCEMENT T_D_.. 3E_ USED,
<br /> SED. . PiE_F_I_Y_ U_Nr_IF_C.__iM_[.l _THROUGHOUT
<br /> CONCRETE � CONCRETE, CONCRETE 7TRENGiPSHALL BE E,C00 PSI Fa AT 23 DAYS,R:CUA� WEIGHT HARD ROCK CONCRETE (150 LSS/CLJ FT) 5. MAINTAIN CONCRETEIN A MOIST CONDITION FOR A _AST 1 DAYS
<br /> k CEMENF TY= EI/II, SULFATE RESISTANT AFTER PLACEMENT. ......__
<br /> HOWEVER THE ^MINit`,�IJM ()E:SICC,N (�TF��,NC�Th-I !C> ?,5th() F'`'>I fc A1" ;�C� DAYS.
<br /> __..._.. 5'x IDlA. 1lJfiFINE 1 c. AGGREGATES ASPM C; , (MAXIMUM SIZE 3/� INC;HE_`�)
<br /> THIS CONCRETE SPECIFICATION IS A VOLUNTARY UPGRADE, TF-IERE.F�'ORE
<br /> 6 f, AND VONT/ STAGE (I ch, 28 DAY CONCRE.TF C'TR STRENGTH f'c), 4,000 PSI SLA � �x _ __ _ TESTING
<br /> _.. NO SPECIAL INSPECTION OR N_.I_S~_R REQUIRED,
<br /> - PLACE CONCRETE EDIRE.C,TE_.Y FROM TRUCK INTO FORMS. PDC) NOT PUMP'
<br /> ( E3 6.
<br /> VAPOR RkmC:C)VEF�1' MINIMUM DEQ`>I".:;N I a f:3ASEL�} C�)N :-?,3C�tT I'SI. 1"f-II`; IS A VOLUNTARYUPGRADE, _ . a � _. _.,-. , �, , ,<-,
<br /> R THEREFORE NO CONCRETE_ UNL.C_.SS SPECIAL INSPECTION, IN ACCORDANCE WITH CHAPTER
<br /> REINFORCING E�Af�., TO E.3h:: N() LESS THAN 1.°' AND NO MORE TI-IAN #,
<br /> r S „ REQUIRED.ED.
<br /> F_R FROM SURFACE.
<br /> - ` ( )
<br /> SPECIAL C A[._ IN >PE( TICIJ OR TESTING _ 3 EDF THE IE3C, IS PROVIDE=D,
<br /> LIMP TYF . � � - � K.�
<br /> c. SLUM( 5"'_F 1 ' 1 MAXIMUM AT' POINT O PLACEMENT
<br /> REINFORCE C;t)NCEEF=TE:.' SE.AE3 AROUND MANHOLES WITH (`4) ,.1 RETE3ARO"
<br /> SAWED CC?NTPPC:)L, JC)IN'T`4> __...__ __._.� i f. SHRINKAGE __ 0.05% MAXIMUM SUBMIT MIX DESIGNS, WITH
<br /> 7. H STR NGTH AND SHRINKAGE TEST RESULTS, IN LE:NGTP-I FOR LARGE' MANHOLES 30" FOR SMALL MANHOLES. PLACE
<br /> c1. ENTRAINED AIR RANGE --- 2% TO �
<br /> 1_j REE�Af f'° FROM SIDES OF hDOX,
<br /> `lY _.__ ,_...._ CONTROL JOINF:> TC„}
<br /> TO OWNER'.., ENGINE[w.R AT LEAST 7 DAYS FEI=ORE F'(_AC,INCa ( ONCFLETEu. ___.____._. _.____._,._.. _,_ ___..__.,_. __...._..._.___._.____.._..
<br /> L ,, USE PEA A GRAVEL CONSISTING OF NA f URAL[..Y ROUNDED AGGREGATE, MIN
<br /> ' BE: "TOOLED” WITH 2. CONCRETE SLAB THICKNESS SHALL BE A MINIMUM OF 7.0 INCHES UNLESS � S J�'° �c MAX OF' X°' IN SIZE,
<br /> C C}Th IL_FCWISE_ PJC)Th.:.D S. C,C7N .,f)I..IL>AFE. GGN(.f(�E TE IN h I_.ACaF U, ING A MEC;,i{ANICAI... VI 62ALC
<br /> )P�. `°}✓' � � FEzE.F.. OF' CLAY, SLAG, CINDERS, OR DEBRIS,
<br /> �d
<br /> 3/3" RADIUS C.)N THESE DRAWINGS. TIJIC KkEN F.E�c�ES AT MANHOLES AND :;(_AE3 ENDS.
<br /> U _ � BE APPROVED BY MANUFACTURER'S &c OWNER'S
<br /> �. ,� I ,` ,� ALL uE�.�iITEaTE� MUNI
<br /> f FIELD REPRESENTATIVE.
<br /> -
<br /> - / 3. CONCRETE SHALE... BE NORMAE_ WEIGHT WITH A MIX OF' 1 : 2 1 > T � 9. BEFORE PLACING CONC,RETkw`
<br /> "` ,... /�.. ._ 1/`,._, WiTP-I A MAXCML.JM I `�}E�(:URE:. REINFORCING STEEL., ANCHOR E30L..T�,
<br /> 1 C AL_E._C7hJ....] C) - PER DOWELS, INSERTS _.c._ ;
<br /> F �dATI._R CLE, SAC., C. ADD 1 .0 TO 1 . L_E3 STEA1...1F1 FI .�, ANE.) OCHER INSERTS IN POSITION 10 PREVENT M 1"AIVK FAD MINIMUM 2' 0"p„OFFTMC)UCSIDE. WALLS TDF_. _----------------
<br /> z
<br /> _,.... FIBER REINFO13CING PER CU, MOVEMENT.
<br /> �
<br /> TANKS, AND Ml_l�:T
<br /> YD. CONCRETE,
<br /> COVER THE FOOTPRINT OF THE TANKS. REQUIRED _10 PROVIDE. F-bR
<br /> v) / N' PROPER TANK. ETOL[ DOWN, ANDTO PREVENT ACCIDENTAL. DRILLING
<br /> LIJ MATERIALS ATERIAL,S AND WORKMANSHIP SHAL...I... CONFORM TO A.C'.I. -- 318 INTO TANK,
<br /> �4. REINFORCING STEEL SUMP CAGE=S AT ALL OPENINGS SHALL BE # 4 REBAR,
<br /> ---------42' ” DIA, FILL & c' �� r, _,
<br /> \ (SPEC OF THE DESIGN AND PLACEMENT OF C,ONCRETE).
<br /> VAPOR VAPOR CUT CORNER WHERE MEETING ASPHALT IALT PAVING; ON[Y. SQUAREr_ ARCO
<br /> 0M
<br /> r
<br /> CORNERS WI_IERE::. E:;E:IING CONCRETE,RE:C;C)VERY SUMP
<br /> zi
<br /> PWEST CoasTRwaDucTs,LLC
<br /> SEE SITE SPECIFIC:. FLANS FOR ACT___
<br /> UAL TANK SIZES, PLACEMENT, AND
<br /> Lu ORIENTATION, FINAL. SITE SPECIFIC TANK LAYOUTS SHALL. BE. APPROVED
<br /> < - BY TETE: LOCAL... DISTRIBUTION TERMINAL_ MANAGER OR HIS AGENT, FINAL-
<br /> LOCATION SIGN--mOFF
<br /> ....SITAI�Ew._BFDGCUMENFEo,
<br /> NOTES: �,..
<br /> _. ____,_.__.._,__.___...___.___...__.._____.___
<br /> s
<br /> �r OPENINGS IN SLAB TO HAVE 1—1/2"Lei
<br /> f C;F2C)WN AL.L. MANHOL.E_� ACCESS COVERS
<br /> -1-0 BELOW GRADE SHALL BE
<br /> 1004
<br /> K SLAB SHALL BE f HICKENED
<br /> < TANK PAD SHALL EXTEND A MINIMUM _ 7'
<br /> MIN, FIBER REINFORCED
<br /> LIQUID TIGHT AND LOCKABLE A-1�� TANK SUMP EXTEND TO WHERE
<br /> TO MONITORING ENE) AT THE SUMP -___-- CONCRETE St AB, SEE,
<br /> `�� � '- ,✓' LD°-Q" BEYOND CDEJ 1�.aIDE WALI_`:T C7P��
<br /> '<
<br /> TANKS, AND MUST COVER TP9E ENTIRE (1YE'.) /
<br /> SPECIFICATIONS ABOVE,. "
<br /> -A.C. PAVING
<br /> 1 E " „ _„ ` CONCRETE SLAB DESIGN
<br /> r�
<br /> FC)CTPRINT OFPiE TANKS. (N OP�DER _1 ...._1/2" 1E1" �k OCO F .�.I. `� �`
<br /> TO [PROVIDE FOR h'RC)F'EF1 TANK hIC)LE) TNIC;KFNELD
<br /> 1G 18 / a c
<br /> 1 .__.1 C S DAYS
<br /> _ 1 t [. AIL �_ TYP. (TY ALL) ( _ ._ _.
<br /> DOWN,DRILL( U AND
<br /> PREVENT ACCIDENTAL. CONCRETE EDGE ( ) (TYP. ( TY� (TYP�'.)
<br /> /1.C.,
<br /> WM
<br /> 0 TANK. i
<br /> :..
<br /> r
<br /> 1.
<br /> t;FIAMFER SLAB CORNERS WHERE - _ _ __ ____. __ .__
<br /> a.
<br /> w, ,.A, ca
<br /> MEETING ASPHALT PAVING ONLY. " '� a -;=
<br /> SQUARE CORNERS WHERE, MEETING _ ..�o __„ max.__- ,� ��
<br /> _.. 18215 72ND AVENUE SOUTH
<br /> > ' CONCRETE. ,
<br /> ` .
<br /> -. CY
<br /> _. 25)251E
<br /> (425)251--6222
<br /> (a�. _ __� , FAX
<br /> 3� PEA --G
<br /> 10
<br /> 3' P'EAGRAVEL. P�PEE�:.PE --
<br /> h� �j CIVIL ENGINEERING, LAND PLANNING,
<br /> MIN. -f0 F'REVENT
<br /> ' _ LOAD
<br /> 1 fP NSE E fT
<br /> d _ TCJ TANK hC7P' ,, SURVEYING, ENVIRONMENTAL SERVICES
<br /> V--#4 AROUND A _
<br /> L,CDAE:) 1FEAfJSfF:F L!_.
<br /> -TO TANK TOP
<br /> PENETRATIONS NO. DATC m�vREVISION DESCRIPTBO,N_.._.
<br /> o;s/2a/t r PERMIT svE�t�rrTAl
<br /> 6 c\ NOTE: T
<br /> NOTE
<br /> wON,TRUCDON RELEASE
<br /> S-. 2'°
<br /> CONTRACTOR I` REQUIRED FC) THICKEN CONCRETE Em m
<br /> - AE._(_. MANHOLES ON THE TANK SI, AB SHAT (. BE IN..aEAL.L.EC) WITH A 1 1/ SLAB AE TANK FILL AND TURBINE
<br /> A
<br /> ns/a /��
<br /> CROWN OF CONCRETE TO PREVENT' WATER INTRUSION IN-CO THE MANHOLE, � � �/,a/�a REV. PER E1�D PLAN cr+Ecn
<br /> -' � �" SE.JMP.� SP,JCIi THAI T[-{(_ E_,OT1C7M OF C;O(�JC;REw1Pn I.� BELOW TFIE: TOP OF Tl_IE' TC.F;MINATION
<br /> M A � THE OWNER'S ENGINEER WTI._(... BE REQUIRED TO SIGN OFF ON 1~1-IIS ITEM OF THE:.. SECONDARY CONTAINMENT OF- TI-IE SE_JMEDS PER AL3.--2481 REQUIREMENTS, _
<br /> . _ �L IFdE...Mf NIS. NOTE �`�'� I1/tt/rr Rrv, REFI r:wD F}taw cwh:cr,
<br /> ON THE:. TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE THAT THE THICKNESS MAY VARY BETWEEN THE F(E._L AND FURE.TINI" SUMP='S ANE)
<br /> PAID, CONTRACTOR WII....L. BE REINSTALL c DEPENDENT IS ALSO
<br /> 1 _C)„ C'I-{AMP=C�f" ._.___...,
<br /> ' DE.N F i,JP ON EXISTiNC� SITE CONDITIONS. CONTRACTOR WIE_[_ [:` ��
<br /> `,� _..---.__._.._ 7" PAIN. FIBER 1�FINFOP�C'(�[:) _ F2FQUIREa.I.) TO REIN}TALE._ CNTIRE_ C)RIVf._ ..,,LAE3 E3 _ REQUIRED TO o1/t:�/7r� REV. PER E:rira RIAI� r,NECK
<br /> AT OWN EXPENSE If f111cT DESIGN REQUIREMENT IS NOT MET. REINSTALL. ENTIRE:.. DRIVE SLAB AT
<br /> OWN EXPENSE. IF THIS DESIGN REQUIREMENT IS N
<br /> (TYF ) 01 01/25/18 RFV. PER EI{l� PI AN cl�+ECK -
<br /> ' CONCRETE SIS SPE MET AS DETERMINED BY THE GOVERNING JURISDICTION.
<br /> `LE CP�CI ETE IONS AT RIGHT. � SECTION T TANKS /!l 02/19/18 REV. PER END PLAN c:EEc
<br /> `DC;AI_E: 1 _
<br /> NOT AT PSI P PSI CONCRETE SLAB DESIGN
<br /> _. __. _._. (. JCJ P .a.l, C E3 DAYS - _ �i_O_ � 04/16/18 caw.,>rr�ucrlaN RELEASE
<br /> _. L`_.1 05/22/18 REV. PER CLIENT
<br /> LC TRIC;A(. C:ONDlJl1...__-
<br /> C;ONC;RCwTE~:� ">IE)F: ANE) EDGES C7P� ISLAND TO
<br /> IS[ANID POE„IR CONCRETE WITHIN THE JOINT SEAk_.AN_T INSTAL ,h PAVEMENT r � � ,..- l< EXPANSION JOINT
<br /> _
<br /> HAVE CaMC)C)Th1 TC)Wk��E_EI"> I=1NPS1-1- !0 J IN P„AVE�,ME-NT u�HAE_I_ COMPLY L_Y -
<br /> C>E.
<br /> DESIGN WI f TOP 1-0 HAVE MEDIUM BROOM ELECTRICAL OFFSET OPENING „___CAUI._K WITH "VUL..KE=_M 1 1 G” OR C X320 YF7 � ? J
<br /> _,
<br /> 4,000 F�'.S.I. � � r �- WITP...I ASTM _ P E_ M, GRADEm. F , C'L_lSD 25 +
<br /> I�IIVI.->F{ STEF_L. FFiAMF E3 ELi�WF_E�N C)TF{ER SUITABLE FIYDf�C)C:ARfDCDN F�'E=�T ROLIE.(wJM RESISTANT LaE�:A(_.ANT�. USE '>``= ` ` _ � i .f-- 1/4" P��/-TIDII_JL=> TC3C)L E��DGE. t�
<br /> E. SEAE._I K31IT GARDOX' ,
<br /> DISPENSER R SUMP, SEAS. WHERE VSE SI STAN E C.AIJLK
<br /> CONCRETE OR CONDUIT MEET ",SEAL: mm
<br /> OR EmtDUAL. 1/2" DEEP __INS TALI_ "`SNAP CAP" OF
<br /> EQ, I E.C . , ST[�:F=!__ sF�AC_ T+-iC DOWNSIDE OF ,,..___-L)I`>PE.:NSEI� �, I .. -- P
<br /> THE .aLC)PI= AND TF'IEC C'OPJDl,l1T '_...______...,______,_.....,..__._._.w~ :-_'..re__._.__.___
<br /> EQUAL, F2EMC)VF AFTER
<br /> AREA WITH "VUL.,KEM 11F)°' .,,_. _. „ `a CONCRETE [...IAS CUREE.D AND
<br /> � __-- f DISPENSER FILL JOINT WITH SEALANT
<br /> S P! �.
<br /> (:: MOUNT
<br /> ,J
<br /> E k3 L J... I E3AS L l NSLF2 ND r __._1 112 ' EXPANSION ,JOINT ���' HA EE�LTRE�
<br /> SP I`�LA
<br /> f _ _ _ WITH MA COMPLY tN
<br /> IF AP SHALL LY WI
<br /> 1 1 _,. ,A`��T 15 T E R
<br /> � � _,.�- ,.,,,~,..._...�_~� „� �E�ICD 1 11AEJ JOINT FILI__�
<br /> A T
<br /> C C, N PLACE
<br /> L.
<br /> SLOPE ESTE.-
<br /> ,
<br /> /` - 1/` `" EXPANSION JOINT
<br /> 'i� ° s UDC FRAME-,---,/"'
<br /> RAME
<br /> m
<br /> j ._._
<br /> 1/4" RADIUS TOOL. EDGE NE.W FIBER REINFORCED__.,��'
<br /> 9F CA
<br /> OPENING FOR L.JCr, ��'
<br /> NEW FIBER REINFORCED
<br /> _-_CE OIN1� SEALAN-T INSTAL[AFION IN PAVEMENT >HJ I_1.. CQMF'LY __,___.. � �. --„ NSTAI_I_ SNAP CTAP" OR CONCRETE
<br /> E
<br /> Ofre IJMF INTI H ASTM C D2() TYPE M, G �. -� EQUAL_ REMOVE AFTER PER SPECIFICATIONS CONCRETE
<br /> ~-� � `- GRADE P, CLASS 2`a .:., ,�... �.....
<br /> J PETROLEUM caLE uM RESISTANT SE_A[_ANT, USE C;ONC,'RETEE. HAS C URAE�ED AND
<br /> PER SPECIFICATIONS
<br /> "S EALTIGHT GARDOX" ---
<br /> La �, FILL. JOINT WITH SEALANT
<br /> �
<br /> .SET EQUAL, 1,/'2" C)EEP �....-
<br /> �. . EXPANSION C� U TI I T PAVE (TYPICAL),
<br /> ,__---1/:�" EXPANSION JOINT
<br /> SCALE
<br /> i
<br /> MATE.RIAL_ SHALL_ COMPLY NOT TO SC„,AL.E
<br /> n FII A7MFD1I5F1L JOINT
<br /> WITH9
<br /> (_ER O'A.> IN ACF:.
<br /> �� f JOINT SEALANT INSTALLATION IN PAVEMENT I' FIA[_E_ C OM6�P_Y _ 1/2" ,JOINT"
<br /> a
<br /> SIDE A" WITH Asim C; 920 TYPEM, GRADE P, CLASS 25
<br /> * - f' k. PETROLEUM RESISTANT SEALANT. USE. "SFAL:TIGHT (3ARDOX" _,
<br /> �„ _
<br /> 1/T„ RADIUSFCJOL_ EDGE.
<br /> RF 1Nf=OEFCF ED CONCRETE OR E:.OUA[_. 1 �1,
<br /> --- / [Dfw.P.F
<br /> DLVC(_€)PMENT lNFORMATtON; C
<br /> EXPANSION CONSTRUCTION JOINT T DISPENSERISLAND (TYPICAL). DRIVE: SAB PER
<br /> ` ".__IN`.31AL.L "SNAP CAP" OR
<br /> _...__ __. ,_. __ _ _ __m.� �_. _ SPECIFICATIONS P`dE.1N FAVEME�PJT E:XI �fINCI F'AVEMENT` ..---'"
<br /> 5' 0"
<br /> NOT TO SCALE _,
<br /> _ PAVEMENT-
<br /> ...... .,._.. _
<br /> _ + , __.. .. EQUAL_, RF�MOVE� AFTERARCO NT1
<br /> t�
<br /> CONCRETE HAS C - „ - - -
<br /> - ��� VERTICAL.. �TIES AT EACH
<br /> I
<br /> FILL JOINT�� WITH SEALANT' 3000 A N C) am/pmFORMLESSCONCRETEI PL,,. IECORNER AND 8" MAX ON CENTER, � ; - - / �'
<br /> cryFUEL CANOPY
<br /> SCALE: 1"=V-0" 4 CONTINUOUS DEFORMED __ 1 E:XPAN.;IC7N JOINT
<br /> EPCJN1=01FC;ING BARS, TOP AND a _
<br /> ref _` _ MATF_F�IALhIAL..I_ COMPLY WITH
<br /> IAT ' -1 X � ASTM D1�7`;i1 . JOINT FILL :r
<br /> BOTTOM, 3 ' MINIMUM CLEAR FROM �' <s ;,� �� C:AE1-1'� IN i-'E.J�,C;E�:
<br /> EDGES,
<br /> ....,.7 __...._—,�.�..A... �,,.. ..,,,
<br /> `� DRIE_I. E:XISTINC:, CONCrRETE SITE ApDREss:
<br /> 112" E;X PA N`E'!0 N JOINT __..__. ,__m,... _,.__________..__. ____,.._ ,FOR DOWEL P'f�,C;E�MENT 1,4
<br /> #4 VE R FIC;AL TIES AT EACH � � 1/4" RADIUS TOOL EDGE: � 4"° CDIA. X 1�" L,, G „_,��� 6009 , L DORADO STREET
<br /> T
<br /> / / REASE D OFA �W.,SWAIN RD
<br /> „
<br /> CORNER AND S" MAX ON CENTER.TE_R. `� COATED STEEL DOWEL @ 18" 0.C„ TQCK'1' CALIFORNIA
<br /> INSTAL..[_ SNAP CAP" OR
<br /> __.._.__.__,__._.___I „ TOOLED RADIUS (TYP .) 1 " FOOLED RADIUS (I�'P.)_.______..___._------ EmC�LiAL, F�EMC)VF. AFTER `
<br /> OPFI�IN( FOR CAST IN UD(:; - CONCRETE HAS CUREEO AND EXPANSION JOINT... T _ _AND I I P r C I I�
<br /> „ - r.,- ) TBD
<br /> ()[ E.NINC� FOR CAST IN UDC -- ,�_--_MINIMUM [fE:IC;F-fT NOT' _TC) EXCEED CENTERED F:CEE:E> FN ISI AND ,� ,/ FILL- JOINT WITH SEALANT FACILITY #
<br /> CENTERED IN ISLAND Ca C.JNLE_SS APPROVED BY OWNER----," NOT FO SCALE r
<br /> /2A, EXPANSION JOINT..
<br /> DESIGNED B ALLIANCE Z&DM•
<br /> / JOINT SEALANT INSTALLATION IN PAVEMENT F
<br /> NP/RF
<br /> aE
<br /> MATERIAL. SklA[_L. COMF'f._`I' SHALL. C C)MP LY' C ECKED BY: BP REE�Ma
<br /> _ _.. Wil
<br /> ASTM C 9 0 TYPE M GRADE 2 � __.
<br /> ,� civ
<br /> . ...;._.� r` W1'TF{ ASTM D'f 751 . JOINT
<br /> J FILL_E:R CAST IN PLACE PETROLEUM RESISTANT SEALANT. USE:: "� Y DRAWN Y> MANCE PIA:
<br /> 1 cx� .>E_A LT"I C)Pi i" C:aA R D C)X°' __ A
<br /> E P 1 FI
<br /> CJ R ( i ... SAWED JOINT I _ VF:r3SIQN� .
<br /> I E TLA[_. 2 [.)E_,C_(
<br /> _ ___.- .__... __ W I T E 1 F l A f�LEDGE EASER
<br /> F E� NO:
<br /> a
<br /> I � i cLy cS� 1 � i, 3 '��• I�
<br /> _____
<br /> w
<br /> PROJECT
<br /> ,
<br /> I r
<br /> 06-10-20
<br /> _ ,
<br /> „�. , „ �'� lC1ACONCRETESPECIFICATIONS
<br /> aTANK
<br /> __ ' fI MARKING SAIL
<br /> " `� -REINFORCED CONC,RE:TE {'
<br /> ,.
<br /> DRIVE SLAB F)ER `
<br /> 5'--CJ SPECIFICATIONS _
<br /> 'i
<br /> f TRE
<br /> CsON1INUOUS DEFORMED REINFORCING
<br /> r-:
<br /> BARS, TC)F� AND BOTTOM, 3" MINIMUM
<br /> CLEAR FROM EDGES, q.)
<br /> '� C� l L- `-U" SECTIO
<br /> . __ ~. _ __... _..._ _. _ P' LESS CONCRETE U '-0' SEC11ON
<br /> SCALE: 1"=V-0" � ..._
<br /> CONTROL U I )._
<br /> M ,5,,3 ,,26
<br /> _, ..
<br /> NOT TOSC,AE.E" X X N C�T E:eC INDICATES ITEMS FOUND O N -'
<br /> MATERIALS LIST SHEET M.5,3.01 & M ,`a.,.3.0 2
<br />
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