|
- --
<br />�MANN xE Alm NOTES
<br />......_ ..................... ---- ... - -----------
<br />MANHOLE MANHOLE I
<br />6_ y, 0" (L Ci- b __.�-__ _ ._ _ t. ALL COVERS GASKETS, AND SEALS TO BE IN PLACE AND WATER TIGHT.
<br />�_...- - =0" -- DDITONAL REINFp2CMG ADDITIONAL REINFORCING
<br />ADD11(INAL PLNX TION AL - A 2. CONCRETE SLAB SHALL HAVE h HEAVY BR(XJIA FINISH
<br />RENfORCEMENT
<br />RE NFORCEMENT 3 CONCRETE SLAB TO BE SEALED a RETE M7.0
<br />a
<br />x TYP P ro .. LA Al Ki H A lAC
<br />C r g y>~ 2'-0 k, STEEL REBAR SHALL BE SUPPORTED BY CHAIRS (DOBE).
<br />X zw, ( ) -5. ARI COCORED REFIECTORS TYP BE INSTALLED AT THE
<br />" °K a ga - FILL END MANHOLE PERIMETER.
<br />r:
<br />R a
<br />T-
<br />SHALL
<br />MLft-TlPORT FILL
<br />C I I C l
<br />6 )-o-P N
<br />1, 111D
<br />I i �
<br />_CONCRETE _TAW SUB_
<br />SCALE. 3/8'-9'-0"
<br />6
<br />3" CLEAR (TYPICAL)
<br />------
<br />Y
<br />/4 BAR 0 t8" O.C.
<br />EACH WAY.
<br />CONCRETE ---
<br />'-.
<br />TANK SAB
<br />01 3b° MVLTI PORT MANFICX.E
<br />W/ 2
<br />�J LI OLD TIGHT FILL BOXES &
<br />FILM
<br />ACCESS HOLF ---
<br />----
<br />(SEE DEI ATI. "A' THIS SHEET)
<br />#4 BAR FK>DP
<br />TIED TO
<br />-
<br />(TTP )
<br />'_ -
<br />TION
<br />......
<br />.
<br />_...._
<br />_:
<br />.-
<br />-....
<br />11I
<br />Til
<br />�I_I
<br />I
<br />II 111111
<br />__....
<br />_...._
<br />.G
<br />-
<br />.-
<br />U—PR —Em E
<br />j
<br />T
<br />4.2" 0 COMPOSITE
<br />Cl E
<br />r
<br />- t
<br />TVP,
<br />-D �.-
<br />. a=11� _-.. 5 0",�
<br />iYP,
<br />..
<br />2-K
<br />OF
<br />BARS
<br />MANHOLEMANN
<br />EA SIDE
<br />CONCRETE TA_
<br />-
<br />_
<br />`v
<br />I I _T4.14 ..._- _ --BACKGROUND STRIPE
<br />_
<br />3" CLEAR (TYPICAL)
<br />g4 BAR W 1B" O.C. __-- <0
<br />EACH WAY. —^
<br />..._ _ -. _ ---------- r _... .-.
<br />�RE G4R.AR ...__
<br />fNDNIDUAL FILL
<br />CONCRETE�'-,-
<br />TANK SLAB�--
<br />...._..___..-_.FILL
<br />18" MANHOLE
<br />(SECURED) 0,
<br />._ 4'f - ..
<br />I i -i I
<br />TI 9 BAR B
<br />LIED TO F8 BARS. --
<br />L
<br />._ .._ B CKCR ND STRIPE
<br />DPW 1-2100 SERIES
<br />THREAD -ON SP11.1.. .. ... .. .._- - .
<br />CONTAiNE.RS AT FILL $ 31
<br />... - VAPOR RECOVERY
<br />0i (SEE DETAIL "B° THIS S-iEIT)
<br />.... _....-
<br />�MANHO,E
<br />2 tb BARS. EA .tIDF. 1. iN STALL LABEL PERPENDICULAR 10 IIiE CEN fERLINE OF THE FILL AND IN UNE W1}1 THE TANK.
<br />42„ ®C04PO51 TE p 2_O^ "-o" _ OF MANHOLE 2. INSURE ALL THE DECALS LINE UP WTH EACH OTHER. (PROPER. ALIGNMENT IS CRITICAL)
<br />I
<br />M ANHOI.E /- TVP. TVP. 3, FONT LETTERING MUST ALWAYS BEGIN GIN. THE. SIDE WHERE THE END OF R+E 'TANK IS LOCATED,
<br />yy�� qy KIN- 2-0 BARS, W-0" LC, \ �� -- 2-f5 BARS. g'-0` LG. 4, INSTALL THE 3M STAMART TAPE AT ALL LOCATORS IN YMICH A SNOW PLOW IS NOT USED
<br />d°__ -_ TAW ...-- -_N EA. SIDE OF MANHOLE CONCRETE TAy��{{// ^SUB PLAN EA, SIDE OF MAN H.O.E DURING WINTER. THE INSTALLATION MUST FOLLOW THE REDUIREMENTS IN THE: 3M PAMPHLET
<br />"PAVEMENT SURFACE PREPARATION AND APPLICATION TECHNIOLIES FOR 3M STAMART TAPES."
<br />FOR THOSE LOCATIONS IN WHICH A SNOW PLOW IS USED DURING THE WINTER, USE PAINT TO
<br />L. ABEL AIE HU S.
<br />.__.... _ .__._...__ __-._.__--_-,... .... __ ...__, _... . ..___.-.__.._, 3aN STAMARK TAPE (STANDARD)i
<br />S AND Mid ICI' CAA TEFF - 20,000 AND 15,000 GAL. TANKS (2 /T ) G E S A 10' DiA T2 - 20,000 AND 15,000 COAL. TAWS (1 ,%JMP/TANK) FPBwjCT nes& Fsm.r .sizE EanT r ae�rs�ND s R F E _vD r�
<br />REGULAR 4" BLACK W711TE
<br />NO SCALE NO SCALE PLUS 4" W.II TE BLUE
<br />SYIPREME 4" AHI TE REG
<br />Du E. SE L. 4" BLACK YELLOW
<br />PAINT (SNOW LOCATIONS);
<br />_ TIT _ -'- - ?Razuc.T�ME rW--slze � aAcnc¢auno_ _GD a
<br />REGULAR 4" BLACK `WHITE
<br />PLUS 4' BLACK WHITE_
<br />SUPREME 4" BLACK WHITE
<br />GIESEL 4" BLACK WrH1 TE
<br />JOINT SEALER ---CONCRETE TANK SLAB 1.4 SLOPE - -- EDGE TO 3/e' RADIUS (BOTH SIDES)
<br />p4 BARS 0 18' 0,C BEFORE REMOHNG BULKHEAD -FILL -- x.°szsxs�Tszsx.r.tzr - -- - »z�zzzzxxzzzzzs NEW
<br />CONCRETE YARD SURFACE Each WAY. W41 ELASTOMERIC DONT FILLER ..._ _.___. HAMMER ANi. AN
<br />OR AC. PAVING AS OCCURS -EL AST'OMFRIC JOINT FILTER DE BOND BREAKER
<br />------
<br />TOOLED To 1/4' - - - °� - p ' S'TOC KTON, CIA,
<br />— —
<br />PROM ON
<br />r t/4" RnOlus a a , 4 A_ -A-' �-a'-- $ --4 -- - P% -IL FI "n AL DA.T _.. ._.._ _._ ... _�___ -'____..
<br />o
<br />o�
<br />4 4 4 4 � -
<br />}
<br />-
<br />---- 4 Ll - PReuM NnRv
<br />a 4 ----
<br />N MIND
<br />ry, 4 - --- --- - t ------
<br />I/'L" OR 1/4 SLAB DEPTH----- - STEEL BO
<br />AGGREGATE-- - --
<br />\ ,p - sy -P ' FILL WITH SEALANT K3� -- !- 1 ._._ _..._.. .-. _-._,_ _, -___ __._._ -----__-
<br />a.. _-.. BtJG Pk'RtAT ._ __ --
<br />' -- 4YNERAL &D
<br />RASE ��° K
<br />COMPACTED Mlra°3/4-) -- - -
<br />StIBGRnOE'--- �1��/.A�/---CONTRO n O TE BARS 2 C PEA r,RavEL BACKFIu PERMIT REVS ---.. ..
<br />-. ...._._-. Ij' - _ ._.._.. _ CONTROL PONT (LOAD TRANSFER
<br />I I_-___ IS nCCOA.I PLI SHIED W1 AGGREGATE '_.O CCx.' FN G'i(P< ._ .._ _._ ._.___-........._.,___,.,-_ -.-.. ...
<br />ST
<br />PROVIDE �NCN-BONDNC ._.-_ _........ ..— a drawing
<br />IN TERt.00k) (TVP O Fd, 510E OF JOINT) po ^ t
<br />MATERIAL U VER TICAL 3 -
<br />�PEA
<br />"'S7/OOTN gOWEL.S INSTALL METAL-- __ _ INSTALL. METAL--- --. U cgs Inl(IOI¢d Em4A7if4CSAI-� WFACE Of' FIRST PCl1R g'%' CONCRETE SLAB THtCICNESS x + 2® i2O. C, GREASE. k.ND Ik FTRST PRODUCT TAG U A r �—POUR - LOC,AIE ®C[NTER OF SLAB ._.....__.Po.Q.EE� ON HANDLE ON DLW TAG TAPS Af$,3t iAB..B
<br />HANDLE_-._......._._._...__...._.-_____._._......GR.AYEL. BACKFILL v. DO NOT USE KEYED CONSTRUCTION JOINT FOR SLABS LESS THAN 6" THICK, -6,OW AF D 20,000 am-LOK 17
<br />2. USE PLASTIC OR METAL. FORMS FOR KEY, WOO) CAN BE USED ONLY IF THEChevron
<br />BAC{ SIDE OF KEYED FORM IS SAW -CUT, 'l WALL TAWS
<br />__........____._..__.-..._.._._._...._._.._.._...__..__._ A(B 1/4' -i -T DATE: @TELL
<br />OR JED CH. APR
<br />TA SLAB E T Q Si'A I LABELING
<br />- �-
<br />NO SCANO SCALE NO SCALE NO E 8731
<br />..........
<br />- _ j
<br />LE SCAL.,20
<br />Yk f F t ..
<br />
|