NCD980602163_20010801_Warren County PCB Landfill_SERB C_No 61 - Foundation and Slab Designs-OCR

TRANSMITTAL COVER PAGE
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
IT Corp. Project #827062
Submitted By: IT Corporation -200 Horizon Center Boulevard, Trenton, New Jersey 08691
Transmittal Number ( chronological sequence): 025
Transmittal Date: 08/01/01
Submittal Register Item Number: =6-=--1 __ _
Resubmittal: No _L Yes __
Specification Section: 02513 1.03, A
Description: Engineering drawings for the design of foundations and slabs on grade
Drawing/Detail Number: NI A
Subcontractor/Supplier: NI A
Comments: Structural Foundation Plan
Number of Copies Submitted: _4_
Number of Copies to be Returned to Contractor 1
Earth Tech Engineer's Receipt Signature: ___________________ _
Comments: Recipients: Jim Cloonan. Pat Backus. John Funk. Dennis Jones
Receipt Date:
Engineer's Approval
Comments:
Reviewer's Signature
Project Manager's Signature
□ A. "Reviewed and approved, no exceptions taken"
D B. "Reviewed and approved with comments
D C. "Revise and Resubmit'-'
Date -------------------------
_______________ Date ________ _
co I N (.() 0 r---N OJ c.., Cl:'. Zw -en ~~ Cl:'.:::::> oz w,~ u r::.· G:: ~ u... r::. 0 ~ 1-.:: ~ ·1 O\.;_: 0 ., E ~ -X c,, -c,, o'-.. '-.. I/) ,,, -N '-.. '-..N r---Cl) -0 E ~ ..= ·-'-~ .!I! Q'. o_ Cl o -E 0 ~ - 0 Cl. u. 4" MOUNTABLE CURB (TYP.) 115'-Q" Ir 4" CURB FIN. FL.EL. 329.0' CONCRETE POUR 1 4" MOUNTABLE CURB 4"-13" CURB SLOPE -FIN. FL.El. 329.0' 79'-9" w a.. 0 _, l/) w a.. 0 _, l/) i ti 4" CURB --SLOPE FL.EL. 328.25' 100'-Q" 464'-8" PRE-ENGINEERED METAL BUILDING 4" CURB FIN. FL.EL. 329.0' w a.. g l/) 40'-Q" 21'~6" 4" CURB ' r FIN. FL.EL. 329.15' ~ FIN. FL.EL. 329.15' -------1-----~ I I w a.. g l/) 4" MOUNTABLE CURB 4" MOUNTA~LE CURB 129'-Q" CONCRETE POUR 3 i I i _CONCRETE POUR 4 168'-Q" [ CCEL 329.0 .J 4" MOUNTABLE CURB SLOPE -4"-15" CURB 144'-3" FOUNDATION PLAN FIN. FL.EL. 328.1 o• 17'-6" FIN. FL. EL. 328.0' 7 --SLOPE FIN. FL. EL. 329.0' I FIN. FL.EL. 329.0' I FIN. FL.EL. 329.0' 4" CURB FIN. FL.EL. 329.0' 4" CURB f 40'-Q" WORKING1 STORAGE AND EQUIPMENT AREA GENERAL NOTES: 1. • Excovotion ond Backfill: A. 8. C. 0. E. F. G. H. Required soil bearing pressure is 2,000 psi. Bockfill in 6" layers with hond temping or 8" layers with machine temping to o density of 95% modified proctor density according to ASTMO 155 7. All excovotion work will be inspected ond approved before proceeding with construction. Suitable moteriol removed from the excovotion shell be reused in the grading ond backfilling around structures. The site shell be cleared of oil unsuitable moteriols, such os fill or organic moteriols. Any undercut shell extend o minimum of five feet beyond the concrete pod or oreos requiring structural fill. Aggregate bose -MSHTO #57 Stone Stabilized subgrode to be compacted in-situ material. Pion modified from original concept prepared by ETC Environmental, Inc. and BFA Environmental Consultants. NTS CONCRETE 1. 2. 3. 4. 5. 6. 7. 8. 9. All concrete work, both ploin and reinforced, shall be in accordance with the latest A.C.I. specifications. All exposed corners shall be chamfered 1" unless otherwise noted. All metal building anchor bolts, dowels, etc. shell be placed before concrete is poured. Minimum concrete cover for all reinforcing is 3" except as noted. The contractor shall coordinate with the equipment suppliers and verify the geometry of the foundations with respect to actual building dimensions pr_ior to ony fobricotion or construction of building foundations. Slobs shall hove hord trowel finish, grode woll and building column piers shall hove Closs B finish. All concrete shall hove a minimum compressive strength of 4000 PSI at 28 days. All reinforcement shall be ASTM A615, Grode 60. Verify all pod dimensions, elevations and anchor boll requirements prior to the fabrication and pouring of concrete equipment pods. .-@ [D WARREN COUNTY PCB LANDFILL r-------------..-....,....-....--.--...,.......-,.-------------1 STRUCTURAL MARK SAPYTA ,___.....__..__.....___,___.__ _________ ___, FOUNDATION PLAN PROFESSIONAL ENGINEER -N.C. UC. NO. 0287981---+---,f---+--+--f--------------~ IT CORPORATIOI DETOXIFICATION PROJECT DATE I 01 I I I l( .. '4 REV DATE BY CHK"D APRVD ·'-''-WARREN COUNTY, NORTH CAROLINA DESIGNED BY I S. DeSonlos 7/12/01 I CHECKED BY I K. Alzho,mer DRAWN BY SCALE: NTS D. Leech 7 /12/0 I I APPROVED BY I G. Duke DRAWING NO. 827062-81 SHEET NO. S-1 REVISION NO.
F ~ N I 100' -0" OUT -TO-OUT OF CONCRETE i ~ 1---20· -o· -----t--20· -o· + 20· -o· + 20· -o· , f-20·-o·~ "1 ~ ~-+11lj~ ~ llftl II CX) C) 0::: zw -en ~:; 0::: :::i oz t--r----w,~ u c: c;:~ LL c: 0 ~ "' ........__ w 1-w 0::: z 0 u LL_ 0 I-~ 0 I 0 I-I I-~ 0 C) z 0 _j s CD -0 I N 0 0 I ~ CX) I N <.O N .------'-----LlllJ I ¢n w CL 0 _, CD llflll I : 0 I CX) N 0 I CX) N VJ I>-! 1 [~o· HOLD T:~ -~'.~ENS ION co ~~ 1' _0• ~ CX) I N I 0 ~ I <.O N I I 0 I CX) N I I 0 I CX) N 0 I CX) N -~--11lll qi CD I lftll1r----,--__.1 0 " I>-0 0 ~ ~ 0 I I I I CX) <.O tD CX) N N N N j i I I j -: I jlllj4[Q] ... SLOPE ~ llllll I I I ';' ~ 20· -o· -t-20· -o· -----t---20· -o· © 20· -o· T 20· -o· 0, -0, o, GD CX) I N I I w 1-w 0::: u z 0 u LL_ 0 I-~ 0 I 0 I-I I-~ .o 0 I LI) @) NOTES: EDGE OF CONCRETE -w I-w 0::: u z 0 0'-8" 1'-6¼" 17 ' o· 4" 7 ' -~ -N N I I .,--+----------,; -0 ~ T u I Li... 0 w c..:> ~~ 11_1 ~ ~Dio.=1~" HOLE 0 w DETAIL A ~ o;~" c:~~~¼"7 0 H-w 1-w 0::: u z 0 u Li... 0 w c..:> 0 w 1 I T ...:.k"'J N I 0 'v ~ ~Dia =1~" HOLE DETAIL B 1. REFER TO SOUTHERN STEEL BUILDINGS DRAWINGS DATED 6/19/01 FOR ACTUAL INSTALLATION. '"' o-N ....... -...._N ,.._ -ANCHOR BOLT LOCATIONS PROPOSED ENGINEERED METAL BUILDING [I] WARREN COUNTY PCB LANDFILL ,----M-A_R_K_S_A_P_Y_T_A------.-----,,-----.-,--...,...----,,-------------◄ ANCHOR BOLT LOCATIONS t---+---+---+--+---+-------------1 FOUNDATION PLAN Cl) i:j E ~ ~ -~ ~ 0::: 0 -0 0 -E 0 ~ - 0 n. u. NTS PROFESSIONAL ENGINEER - N.C. UC. NO. 026798..._-+---+-+---+--+----------------t IT CORPOIIATJOI DETOXIFICATION PROJECT WARREN COUNTY, NORTH CAROLINA DESIGNED BY I S. O.Santes I 7 /12/0 I I CHECKED BY7 K. AJzhe;mer DRAWN BY } D. Leech [ 7 /12/0 I I APPROVED BY-! G. Duke DATE , o · "'~" '\I<:'-\.-\ c;i.~" 11;;.v REV DATE DESCRIPTION/ISSUE SCALE, I DRAWING NO. I SHEET NO. NTS 827062-82 5-2 REVISION NO.
•• n (I) I N c.o 0 l'-N OCJ C) 0::: Zw -II) ~:::a 0::: :::> oz wli ~ c: u... 0 u... -0 ~ .:: i,i c,'I~ 0 ., ~ x Cj) -Cj) o'-. '-U") o-.,., '-'-,. N I'--V "O E ~ ~ -~ ., Q'. o_ 0 o -E 0 ~ - 0 a.. u. _s'"'"'" rJ 6" CONCRETE SLAB 1 1/4" ANCHOR BOL/'' -... 'io "' 19"--tar+a" 4" WIRE MESH W7.5 ~~ t WIRE MESH W7.5 v>' 3 #9 REBAR BOTH WAYS (OR 5 #7 @ 6"0.C.) AGGREGATE BASE -AASHTO #57 STONE 36" AN CH ORI BOLT SUMMARY Ont. Dio. ITotol Length Bend Length Proj. Loe. (in.) (in.) (in.) (in.) 20 RF ,r.· 28.00 4.00 3.00 INTERSECTION OF POUR 2 & POUR 3 E& SCALE: NONE a· WIRE MESH W7.5 AASHTO #57 STONE MOUNTABLE CURB DETAIL~ SCALE: NONE ✓,:CHAMFERED CORNER a· 1 I/ r E MESH W7 5 r-CONCRETE SLAB ~---~~ s·xs· ;,, 6" SLAB ON GRADE WIRE MESH W7.5 s·xs· -·~:... .. "~ ,l1311=111311311311, •~11~w~~11~r3, SEE TYP. SEAT-ANGLE DETAILS 6" SLAB J.F--lil;:;:;JJ,811=!11;:;;I If. '-=Ji':;:;W.::;:J!!,~11~1 0 • I SEE PLAN FOR ELEV. 1/4" x 1 1/2" DP. SAW CUT FILL WITH JOINT FILLER (TYP) ·~ 4'-0" SQUARE 6"(TYP) ~ ,ll-llbll--1!1:::l:-II: . ~ .... 2 1 /2" REMOVABLE STEEL GRATING (GALVANIZED) ~ #4 @ 6" BARS E.W. • 1 °" •';;!Tl=:111=111=n ,:=m==r, ...., s · "11-rrt="'· "1:::;r "---64 @ 12" BARS E.W. CONCRETE~ N.T.S. 3/16" GAP (TYP) REMOVABLE STEEL GRATING (GALVANIZED) 2 1 /2" FOR SUMP U"X 2 1/2"X 1/4" FOR SUMP HEADED CONCRETE ANCHORS (OR EQUAL) ONE EACH SIDE uJ ,n -ci: II ",o• ~ ... j___~ DETAIL-TYPICAL SLAB CONTROL JOINT DETAIL-TYPICAL SEAT ANGLE AGGREGATE BASE -AASHTO #57 STONE 12" STABILIZED SUBGRADE COMPACTED TO 95~ MAX OF DENSITY MODIFIED PROCTOR METHOD ASTM D1557 CURB SECTION CONCRETE AREA ~ lli2IE;_ SCALE: NONE CONCRETE SUBCONTRACTOR TO SUBMIT REBAR DETAIL FOR AREAS WHERE CURB EXCEEDS 4" HEIGHT. SCALE: NONE SCALE: NONE ~ I WARREN COUNTY PCB LANDFILL MARK SAPYTA 1---+---+--+---+-+-------------IL.I..I' SECTIONS & DETAILS I PROFESSIONAL ENGINEER -N.C. UC. NO. 026798,----,--+--+--+--t----------------, IT CORPORATIOI I DETOXIFICATION PROJECT WARREN COUNTY, NORTH CAROLINA DESIGNED BY CHECKED BY I S. 0.Sonles I 1/22/0 I DRAWN BY I C. Agot,;t; 1/22/0 I I -ROVED BY I G. 0uke 1/22/01 DATE I o I I I I ~~t.... 'ci M .. ~ k:<-\) ('u.......i ,<.v I SCALE, AS SHOWN REV I DATE I BY ICHK'DIAPR' DRAWING NO. 827062-B3 SHEET NO. REVISION ND. S-3
PROPOSED CONCRETE FOUNDATION PLAN IT CORPORATION PROJECT INITIATION MEETING WARREN COUNTY PCB DETOXIFICATION DESIGN/BUILD PROJECT ID #6095220110 MARCH 13, 2001 8:30 AM RALEIGH, NORTH CAROLINA
465'·-·C" -------x:~~f-6"------i--------95' -5" ------+----------140'-o'' ________ ___.-.;---------140· --o" ----------i \l;OU\T/\BLE CURB (TYf'' . ·"· (3\ '. 5' ··G" ~i ,:_____y ~$:~ f· .,...-::-........_ I c-\ I \_ \ MANHOLE =1··.·· .. · j , __ "RCP ~ ,.::·::·::.,,,,,,.30 .................................... , l 8" CURB ('YP.) C'O:'-JCREE POUR 1 vour,n-A::~t ./,,..,,,-'' / ... , l.d ;.,.;_;~j ~5 d, SLCFE -----COi'JCRETE POUR 2 t: (:) u·~ ~ ------SLOPE ,-Pf~E-ENGIN~ERED / METAL BUILDING I . -------------/ 1·A,", ' I ~ 'Z.::_7 co1,1CRETE POUR 3 MOUNT.t--.ELE CURB I \/_ SUMP .I •R~'-2" -----'-~ ---.... SLOPE ··-·-····---~,-~< ' Foundation Plan, Sheet 1 of 4 "', __ ~Gi1~JTt\BLE ,.~.! a.. ~~.: ::1 (.f"; /[)'\ ~ ~~1/ s 'J"; t crn~CRETE POUR 4 ---·······-· SLOPE ct--__~ \.:__ __ :Y MCJUNT/0.[iLE /--CURfi 126' ··O
GENERAL NOTES: 1. Excavation and Backfill: A. Backfill in 6" layers with hand tampering or 8" layers with machine tampering to o density of 95% modified proctor density according to AASHTO T -180. 8. Excavation for floor slobs and footings shall be performed to neat lines for the level and dimensions shown on plans. All excavation work will be inspected and approved before proceeding with construction. C. Suitable material removed from the excavation shall be reused in the grading and backfilling around structures. D. The site shall be cleared of all unsuitable materials, such as fill or organic materials. Any undercut shall extend o minimum of five feet beyond the concrete pod or areas requiring structural fill. E. Aggregate base -AASHTO #57 Stone F. Stabilized subgrode to be compacted in-situ material as approved by the Engineer. G. Pion modified from original concept prepared by ETG Environmental, Inc. and BFA Environmental Consultants. H. Concrete to slope 1 /16-inch per foot in direction indicated. STEEL 1. Structural steel designed in accordance with AISC (Specification for structural steel buildings. Allowable stress design and plastic design). 2. Structural and miscellaneous steel shall be ASTM A36 U.N.O. 3. Connections shall be detailed by the steel supplier and approved by the engineers unless noted or shown otherwise. 4. Metal deck and connections to structural steel shall be in accordance with requirements of Steel Deck Institute, Inc. 5. Steel joists shall be designed, fabricated and erected to the requirements for the specifications of the Steel Joist Institute. 6. Joist manufacturer shall be a member of the Steel Joist Institute. All bridging shall be in accordance with SJI standards, unless noted otherwise on the drawings. 7. Joist manufacturer shall design bridging assuming no bracing is provided by the roof deck. 8. All welding shall be in accordance with the latest edition of the Structural Welding Code. 9. All anchor bolts shall be A.S.T.M. A-307. CONCRETE 1. 2. 3. 4. 5. 6. 7. 8. 9. All concrete work, both plain and reinforced, shall be in accordance with the latest A.C.I. specifications. All exposed corners shall be chamfered x " unless otherwise noted. All metal building anchor bolts, dowels, etc. shall be placed before concrete is poured. Minimum concrete cover for all reinforcing is 3" except as noted. The contractor shall coordinate with the equipment suppliers and verify the geometry of the foundations with respect to actual building dimensions prior to any fabrication or construction of building foundations. Slobs shall hove hard trowel finish, grade wall and building column piers shall hove Closs 8 finish. All concrete shall hove a minimum compressive strength of 4000 PSI at 28 days. All reinforcement shall be ASTM A615, Grode 60. Verify all pod dimensions, elevations and anchor bolt requirements prior to the fabrication and pouring of concrete equipment pods. Foundation Plan Notes, Sheet 2 of 4
SEE TYP. SEAT-ANGLE DETAILS 6" SLAB , ____ _ j ___ _ ~-01~~ i SEE PLAN FOR ELEV._j 4.' ~•· "'~• .. ··~;" SQJA~E D !21 2 1 /2" RH.!OVABLE STEEL GRATING (GALVANIZED) 'L-#4 @ 12" BARS E.W . /--" ( D \ . _, ,,. . , · \ s~ ,;__ STEEL MANHOLE FRAME ~AND COVER (30") "--I' tPRECAST CONCRETE MANHOLE 48 H20 RATED ; I (vHOLE FOR 30" RCP L ~,,,,,,J,:V ::s~~~p;;;c~O" /,i:.yi{S0'-f-..__'-f..,'A,'j--;/,. , /.,'-. ,\ ~'-vf._::/.~'= f\ ,,,.,T'\ (,s-1L_ _,.,,....,,~ -Foundation Plan Details, Sheet 3 of 4 J/16" GAP (TYP) REMOVABLE STEEL GRATING (GALVANIZED) 2 1 /2" FOR SUMP •::\_L3"X 2"X 1/4" FOR SUMF HEADED CONCRETE ANCHORS (OR EQUAL) ONE EACH SIDE '-./ -~~ SCALE: NONE
VERIFY SITE ANO LOCATION OF ANCHOR BOLTS 1'>1TH BUILDING MANUF ACTLRER POUR 1 ~POUR 2 JOINT FILLER ., " 1 2" X 18" CONCRETE CHAMFER (TYP.)~."' 8 12 THICKENED SLAB \\1TH ~------------"". 1 1 . ~ 2-#5 REBAR CON~. ~ ~½r ~-p· ½-··················································~ ~ ID , ,, ""'-... 3;;~~~ j{ ~~ . ;r~~ < ,;t~7 w1 5 \\1RE MESH -JL r ·----~AGGREGATE BASE AASHTO H57 sToNE (TYP) ,--~A·~, / \ \~-::.JL___ -------------------=~::-:-=------SCALE: NONE /CHAMFERED CORNER :::J j _8".v r\\1RE MESH W7.5 rCONCRETE SLAB b,sf t;•.2,c,3 ~:;:·\~ ., , . ., .. ' , • ., , . ,.,._____________AGGREGATE BASE -AASHTO #57 STONE ~_:_;'~~ 1/, %c @ ' 12" STABILIZED SUBGRAOE COMPACTED TO 85% MAX OF DENSITY (STANDARD PROCTOR METHOD ASTM 0698) ,--c~, I I \2_~.]L_ SCALE: NONE Foundation Plan Details, Sheet 4 of 4 rl/4" x 1• OP SAW CUT MESH W7 5 ( •• , FILL \\1TH JOINT FILLER (TYP) 6" SLAB ON GRADE SCALE: NONE VARIES "" f--CHAMFERED CORNER \\1RE MESH W7.5 3" (TYP.) -,~\,\ !,~]{':'~t.!'J:t's---~ ~,-,,,,~ ·%}-.$' AGGREGATE BASE _ AA SH TO #5 7 STONE _-,.....__ ---'--~~"-.'-.-""-'--'-----':.cli'.2"-=d~----'=((, B ' .. \ s-1/ --~ SCALE: NONE