Attachment 15 - 2023-09-29 544-329 BID DRAWINGS_Part2.pdf

CATCH BASIN TYPE 1 CASTING

NOT TO SCALE

CATCH BASIN TYPE 1 CASTING

NOT TO SCALE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultants:

C :\r vt \2

6\

-A

-E

YE

C

LI

N

IC

_R

BI

TT

EL

.rv t

/9

/2

2:

:0

PM

CG504

SITE GRADING AND DRAINAGE

DETAILSCharlotte Engineers, LLP

5838 Monroe Road Charlotte, NC 28212

(704) 531-3000 Michael Eaves

HDR, INC

440 South Church Street, Suite 1000 Charlotte, NC 28202

(704) 338-6805 Robert Bittel

CONSTRUCT

EYE CLINIC CENTER

WJBD VAMC - COLUMBIA, SC 29209

544-329

RB AG05/12/20225/12/2022

'~Ilil l" - II - ,,.

I •

,. I' ' ' • ':( ,,,,.

I: " r

DE TAIL ' •

2' -11¾·

3' · I'/.

SEC TION ' . 0

SCAL£ 1,S" c, ' ,,, ,, .

VA FORM 08-112S1

t

•□□D□D□D□ I

DETAIL @ ;;,,a,>,o,i's,.-i,c,,s.---- 1 3 FRAME/tiO□D

I. ,.

5''!§

.. .I ,. 1•,,, SECTION

L

OESCRIPTIO •□•

NON ADA VE HICLE B!CYCLE

CB. TYPE 1 ,o ,,, YES-CU R8 DNtY

USE OUTSIDE OF DESIGNATED PEDESTRI AN PATHS

l □U TSIOE OF SIDEWALKS ~ CROSS~ALKSl.

' . 3,;

' SEE I

\ 5 . DETAIL ' '

SECTION

5,,,.

23, ..

1 '"'1, ~

C

GENERAL NOfES:

1. FDR BUILT tN PL..CE CO'ISTAUCT ION Of THE CATCH BAS!N . EIIHEJI BRIC~ /IIASONA• !llALLS ONLY!

QR CIP CLASS 3000 CONCRE TE MAY 6£ USED. FOR PRECAST CONSlRUCTIOH, • MINl!o<J~ CF CLASS 4000P CONCRETE SHoll.~ 8£ USEO,

z. CONCREIE WALLS ARE TO BE n• TH IC~ , 1rn • MINl!IIJM REINF~CIN(l STEEL AREA llf O.lO SOUAA[ !~HES PER FOOT UNLESS NOTED. FOO BRICX , fHE .ALLS ARE TO 8E 8" THlClt, C~CRETE BR ICK ANO S l l,I IL •R S"-.10 IINITS SHA.1.L .CONfORM TO THE REOUIREME/HS Cf' /ISTM C 55, GR.wt: S~II, TliE I NTER IOR OIMENSIOP<S ~RE TO RE.,.,!N AS SHCl'#N FOR EITHER TYPE Of CONSTJI\JCTION.

J. THE BOIIOM SLl.fl Of' THE BOJ( SHALL BE A lil l N!l,Lll,I OF' 6" IHICX AEJNl'OiKEO CUICRETE !CLASS lOOO OR •oooPI •ITH A REINFCJRC!NO STEEL 4REA or 0,20 $OUM[ INCHES PER fOOT. WIRE t,E_SH NAY 6[ USEO IN LIEU IF STEEL BAR S PRO~!OCO A NINl~M l)f 0 -20 $11\J4RE INCHES PEll FOOT IS lilE l.

4. NIIRTAR SHALL BE TrPE S 0A N.

S. R[I NfOfltlNO S1£EL SH,U_L 6£ ASTM A-706, LO•-ALLOY Sl(tL DErOR MEO 5ARS fOO CONCAE:T[ REINFORCEICNT . OOAOE 60. •IRE MESH SHI.LL CotlfORM 10 USKTO M S5 A/ID M 22\,

6. SEE HAHOAIIII DILIW!NC 11~•550-00 FOi, SIEPS, WHICH 4JIE REIJU!HEO Wl<UI' STRIICTlJRt OEPIH

EXCEEDS ~ ' ~ ",

I. SE[ STA.'fl!.IRO OR,IW!NGS 719-~20-00 ANO 119•◄ 2 5-00 FOR !Y!:PlHS ORE•lER rn•r< 12' • PRECA5T C□NCRHE C IRCIR-AR ORUH ... ~E STRUCTURES • II{ REOU IREO ~El< lKE DEPIH FROI.I TH E HF CF THE DRAl!HGE eox llllTTOI.I SL Al3 TO fHE !DP 01' THE GROU~ UCEEDS 12'-0".

S. tOCUIIIII AN O Sl?E OF PIPES AA£ SITE SPECIFIC , IS[t D/IAINAGE Pi.ANSI. TII[ IJOTT~ OF THE CATCH OASlN IS 10 BE GROUTED TO THE LCTi:ST FLOW L!Nf ElE VATl □H OF All PIPE S. IF BOTTOM SLAB I$ CASl 111 Pl.ACE WITH PIPES INSTALL ED, 80II01,0 5U,6 lHIC~NESS 1,!UST OE ACHIEl'EO OHONO PIP[ {l.ll510l DIAME TER •

9. rn£ CotiTRACT UH!T PRICE FM CATCH B• slNS SHA.LL lNClUOE THE COST (If FURNl~HINC I\Ll l« TERIA.LS. 19UlLT IN l'L ,.CE OR ~EC,1.Sf!. AND-~ INCl0£HTAL 10 THE CO!tSTIIUCllCI( Cf' THE STRUCTUIIE COMl'l.o!E IN Pi. •cE • s SHm!N. IIICI.UOINC HIE CURB AKO CUTTER . IN ACtal0,1,.~CE 11TH TME SCOOT STAIO[)ARD ~EC IF ICAti!J'IS FOA HIGHIU CONSTRUCTlON IL •T£5l EDIT!lllll, IQ. OHIHCS SHALL CONFORM TO AASHTO M IM, Cl. ASS ]56 Ar.ID THE SPEClf!CATIONS Of' AASHIC M ,~

11. l a) STEEL CRATE S tillD fAAME .IIA• eE USED IN LIEU Of CASl IRON AS lDKC AS nt( LO,,.OI NG

!NOTE 11 0 1 AND HY{NU!R_]C REIIUIRE>ll:MTS IJlE Mn. ARO AR£. ON THE OEPARTMENJ'S L IST OF

APPRDV£0 Sl.f'Pt.lERS, 10041.IFIE□ PRDOUtl llST 451 l ~I STHl (;ll ATE S SH AL L BE HOT DIP CA.1. ~A!ll?EO Ill ACCORDANC;E WITH AASHTO M Ill.

LOI SHE L OOA ITS ANO FRA.loES SHALL BE OlMi:tlSIOIIEO I □ BE INTrnCHAIIGEA!llE ,nH EACH Pl[CE OF THE CAST IRON CRAIE AND fR A"E SHOWN, STEEL GRAT ES llJST HAVE POS IT I Vt MEANS TO BE RETAI NED IH It+£ FRAt,E.

ld l STRENGTH AEOUIIIEMENl5 OF STUl ~R ATES A!IO FP I.ME S MI.IS T l,!EEl AASHTO II ]Of;.

la l MANUFACTURERS D(SlRll!G TO & PL ACEO OH TH E DEPARTMENT'S DUAL!FlEO PAOOIJCT LIST

SKDLl!.0 CONTACT !HE NATE~ll.LS ltND RESE ARCI! £HCJN((R fOR PR□CEDU'IES .

12. AFTER ll<E: FRAm: AN□ ~000 All£ SH. THE: rlNAl. 4" Of' CLASS lOOO CONC RETE !S TO SE PCkEf!l'O FLUSH ~ ITH THE OUISI0£ EllUE Of THE CATCH BASIN 01< ALL S IDES. PR□VIDE PROTECTION FIJI ODLTS ANO NUTS Al FR AME A0JUSH.IIEN1 $LOTS. 60LTS ANO NUTS SHALL MH T ASTM A-507 I.NO •1tt BE CALVANllEO ACCIJROIHG TO A~Sl<TO ij ZJZ.

13. GfUTE Of'ENINCS EXCEED 1,,' ANO Al!E 1<01 SU!TlBl.E f[JR PED ESTRIAN TRAFF IC.

\~. ALL '-'IN UFACTUR ING PROC ESS Hll THE fA AME, 1,110[, AND HCOC l,IUST OCCUR II< THE UIII I ED

STATES.

15. SEE STANDARD OIIAWING 11!1-l05-DD !JI 119 -~1D-□0 FOO ~lXIIUM P IPE DtAME:TERS, THE PIPE SIZES SHOWN ARE MAXIMUM fOR BRfci ANO PREC AST BOXE S WH EN PIPE ENTERS PERPEIIOIC\11.AII J,J!O AT THE C(NTER or THE 60~ •ALI., C~TTIACTCI! SHOIJlD CONF1RM THAT P IPE ~SE!.I FIT~ /\Pl'I\Of'Rl~TE~Y 1H10 aox.

Jti . ADO!T!ONAL MATERI AL AND L.0.SCI! TO CONSTRUCT HAR(O GUTTER Ta BE !NClLIDEO fN THE Pl~ I TE~ CA ! CH BAS IN lrPE I.

PRECAST NOTES,

11. SUPPLY PREC Ast COtfCRE TE COMPONENTS FOIi DRAINACE ITEMS AT £• CH LOClllOO FROM• SlNClf SOURCE l'AECASI WINUl'ACTUR£R THAT HAS BEEN 1NSP£C1EO ANO A~PPCVEO SY THE M• TERl•LS A~D RCSEARCH ENCtNUR. ~ PL Y ALL !NTf:RCHANCEABLE PRECAST PA!lrs ON (NTIPE PROJ£Cl FROl,I .

SINClE: souRct lil•NutACIURER LISTEO Cl( 0tJAL ff lEO PRODUCT LISI 14 UNlfSS APPROVED BY !!CL ll£MS FRCl,l l,IIJLTIFLE W.NUfACTUREPS 511CllL0 NOi al: l~STALUO IN INOIVIOU~L LOCATIONS.

1B. THE USE OF PNECAST UII ITS Will NOT RtL1EVE THE CONTRACTOR OF THE lif: SPUMS IBJLITV Qr 0B1A IN INC SATISr • CTIJR1 I NSTALLATl~~s. S{E SIAliD•no DRAWINGS fOA PRECAST COMCJH;TE OR•IN • CE B,OX OR STRUCTURE FO'I ADD IT ION/\1. l)(TAl l S A~O SPECIFICA TI ONS, 1g . LIFI HOLES AND.IOfl DEVICES MU at PLA CED AS 1-ECESSA.RY. ALL LIFT HOLES SHA!.L !!£ CROUTEO SHUT PRIOR ro COIPLETION llF THE INSTALLATION. •LL LlfrJ NC ME THODS >OJST H'H OSHA

RE CU.ATIONS.

~o. IHE COt<IA•CTOII SHALL USE A S!NCL[ SOURCE NAlil.JrACTURER CHOSE N FROM OUAL l f!EO Pf!111lUCT Ll$f ra~ ~~(UST lf(M.'i ON ml$ OAUIN~ •

Z 1 • PRECAS T l«NUf ACTURER SHALL fil-LCW 0\141. l F IE D PRODUCT POL I CT 1 ~.

22, CONTR,ICTOA Mol Y St!Blol. l T OES ICN ll!I.WI NGS ANO CALCULATIONS fOR lilCIOlf l CAIJOHS TO THIS ITEM ON A PROJ EC T BY PRaJECT OASIS, M00 1FIC/I T l □NS TO lHESE ITEl,CS lflLL NOT BE L ISl f.0 ~ ANT OUAL IF IED PRODUCT llST. SU5Ml1 ALL PROl'DSALS FOR PROJ£ CI SPEC IFIC IIODIFICATIO~S TD THE RES IO. NT ENGINEER FOR REv rE• BY THE ENC i NEER or RECORD, ~i1,;- ~J~Wr't 1°ltfAENAN 1N.3.Vfi-J;,'lP1 :i'l~t5Aso/i'c Ppi\cF""o5R11.!Eb'"E~\\~rEoT

{rfDL:~AL

1~A11.E1.o

8lRJlu"E-ft 1~1lH 13,]

PRECAST !NSIALLAJION NOTES,

2 ◄ . BED S~ALL BE PREP•REO AND COMP-ACTED FOR PREClSI DRAINA~E STRUCTURE AS REOU1REO OT SCOOT STANO AAO SPECIFICAT IONS fell ~[CAST ITEM'S , ELEVATION Of BEDO IN~ -MATE~ IAL SIii.LL OE APPAOPAI A!E TO ACCWN81lAIE ELEVATIOI< IT ALL PIP ES ANO RCOU!l!ED BC~ !Of' EI.EVAT)Olf.

25. PLACE AliO LEVEL P~ECAST BOll,

26. PIPES SH • LL 11£ INST ALLEO ANO ~rnJT£0 IN PLACE.

27, PIPES A/10 BOX SH • LL BE BACH II.LED ANO CD!o!PACTEO AS REOIJ IREO BT SCOOT STAIIDlRO

SPEC IFICATIONS,

za. ANY LOCATION ll'HERE THE A80V£ RE:CU IRf MENTS CANNOI !IE MET ~•LL BE c□MPL(lED t!Sl/10 CAST IN PLACE M.lllllULS f.EETINC THE REOUIREt.!€NTS or THIS S TANOARO ORA'II NG, •NY AOOIHO!JJJ.

MAT(lll•LS c,, COSIS A 5SOC I ATE□ Wi nt THE USE DF P!tECAS l 9E PAI D ~OR eY rni:: COtiTR.CTCll .t.!tO

M~Y 1'101 8[ CH AA~£0 TO 5COOT.

2~- PREC A5T CONCRETE CIRCULAR S TRUCTI.IR£S IAS SHOWN ON T!~--'120-001

ARE REDLI!R£0 FOA IltE FIJLLO.I NC Al'PL1CAT ! ON5 UNLESS PROHIBITED BY !HE PLANS Oil SPECJAL l'AOV l 51DHS, l ol ON OAAINAC( STRUCTURtS •ITH A OEPTtt r OUAL TO OR CAEAIEA I MAM 12 F[H.

!~ I ON CRAIH AOC STRUCTURES ll)jERE T~E FLOW LINE ELEVA TION OF I HE INLE T PIPE IS EOUA.L TO C1'I HIO~ER TH •l'I THE IN5 1DE TOP ISOFFll l OF lHE OUTLET PIPE, le I A; AEWIAEC BY THE PROJECT PlANS.

lO- THE PAY ITEM SH.LL BE:

CATCH 8ASI~ lTPl' 1 __________ EA

II~□

DRAINAGE SUBSTRUCTURE RECTANGULAR

(PRECAST SOLID WALL BOX)

NOT TO SCALE

DRAINAGE SUBSTRUCTURE RECTANGULAR

(PRECAST RISER)

NOT TO SCALE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultants:

C :\r vt \2

6\

-A

-E

YE

C

LI

N

IC

_R

BI

TT

EL

.rv t

/9

/2

2:

:0

PM

CG505

SITE GRADING AND DRAINAGE

DETAILSCharlotte Engineers, LLP

5838 Monroe Road Charlotte, NC 28212

(704) 531-3000 Michael Eaves

HDR, INC

440 South Church Street, Suite 1000 Charlotte, NC 28202

(704) 338-6805 Robert Bittel

CONSTRUCT

EYE CLINIC CENTER

WJBD VAMC - COLUMBIA, SC 29209

544-329

RB AG05/12/2022

5/12/2022

G" MIN. C

0 -• • "

? " CL.

rYP.

SECTION

A FRONT ELEVATION

R I S ER HEIOHT

GREATER THAN

OR EQUAL TO 36"

+-e--iri:--:..:_-::-c•:..:_- ::-:..:_-c· ~=-c-c- :=----' c-:=-----; r

;H----'-~-1--------~ ' . - - - ...... - - - -.- - - ~

SPLICE RE I NF □RCE~ENT ACCORDING

£" MIN ,

CAST TOP RISER WJTHOUT KEY OR FI LL WIT H

1/--0ROUT TO COMPLE TE TN LET STRUC TURE ,

FOR HEIC Hl LES S m AN 36" W OR L LE SS THAN 4'-o" us~ As--0.14 IN' I F T EACH WAY WAND L GREATER TH AN 4'-0 USE As"1).20 TN 1/FT EACH WAY

FOR HE IGHT GREATER THAN '6"

USE "4 8ARS ~ G" O.C. EA CH WAY IAsaj,4 !N 1/fT EACH WA Y I

G" " IN.

z , 6" MIN .

,l,f 1 1,/ MAX .

TONGUE END DOWN

TO DETAILS 3 TO 7 ON sro . 719 -~05-00 11 ,z" MAX.

PLAN V! EW

PRECAST RI SER t!

11,," MIN,

GROOVE END UP

DE TAIL

KEY JOI NT

1 )

DETAIL

ISOME TRIC VIEW

2 )

VA FORM 08 • 8231

GENERAL NOTES,

1. PRECAS T CONCRETE MANUFACTURE R MUS T HAV E THE!R RISER l tlCLUDEO ON THE DEPAR TMENT 'S OUALJF IH PROOUCT L IST 14 PRIOR TO FA8R IGATI ON, DES I GN CALCUL~TION AND ENGINEERI NG DRAWINGS OF EACH S IZE RISER IWXU NUST 8£ PREPARED. VARIABLE DEPTHS IHl MAY BE INCL UO~O l)N THE SANE DRAWING.

ENG INEER ING DR~WI NGS SHOULD BE PROVIDED ON ll"XI"/" SHEET. DRAWINC 1,11.JST INGLUDE ALL OIMfNSlOOS, CLEARANC~S . STEE L LAYnUT DETAI LS ANO CONSTRUCTlll/1 NOTE:$ . EACH EN GIN EER INC OAAWINC MUST S TATE TH£ ASTM SPECIF I CATI □ N TH AT lT I.\El.:TS ANO ALL NATERIAL SPECIFIC AT!ONS . A PR OFESSIONAL ENGINEER L ICENSED IN THE STA TE OF SOUTH CAROLINA ~ST SIGN ANO SEAL ALL ENGlNEERING DRAW INGS AND DESI GN CALC ULAITONS. SUBM IHALS NUS ! INCLUDE ON~ ORIGIN AL ANO T'l/0 COP IES OF THE DESIGN CALCULATIONS WITH ORAW INCS AS SPECIFIED ABOVE. AL L SUBMITTALS MUST BE SENT TO THE c □NTACT L ISTEO ON OUALIFIEO PRODUCT POL ICY 14. R ISE R DE\AILS MAY BE INCL UDE D ON SUBM ITTAL DRAW INGS FOR SOLID

WALL BOX WIW SAME WAND L ,

<, PR ECAS T CONCRE TE COMPONENT$ FOR DRAINAGE ITEMS AT EA CH LOCAT ION MUST BE SUPPLIED mo~ A S! NOLE SOURCE PRECAST M~NUFACTURER THAT HAS BEEN INSPECTE D AND APP ROVED BY TH£ MATER!ALS ANO

RESEARCH ENGINEER .

.J. THE PRE CAST CONCRETE RISER MAY BE INS TA LLED ONLY ON PRECAST BOXES LISIEO ON J IS-110-00 AN D JH - 30S-00, CA TCH BAS IN INLET STRUCTURES NOT EX l; EED .IN O T'l/0 FEET HIGH LI SIEO ON 719-305 -00 MAY

BE INS TALLED ABOVE RISER.

a. 00 NOT INSU LL RI SERS OJRECT!LY ON BOX CU LVERT TOP SLASS , FLAB SLAB ADAPTORS, !NLET ADAP TORS . DR OTHER ~URIE □ S TRUC TURES THA T HAVE NOT BEEN DESIGNED FOR SUC H AN INST ~LLAT]ON.

5. DES IGN FOR PRECAST RISERS MUST MEET OR EXCEEO AS TM C ~~O OR ASTM C g1.J, AND THE DES I GN RE9UIREN£NTS SHOWN ON THIS SHEET . ALL OESIC~ COMPU TATIONS WILL BE PROVIDED FOR A DEP TH OF 12 -o". A JOINT DESIGN FOR R IS ERS A~O TOP OF BOX NUST ALSO BE PROV IDE D, S . THE DEP TH FROM THE TOP OF THE DR AINAGE BO~ BOTTON SLOB TO THE TOP OF THE CROU~O SHALL NOT EXC EED 12 ' - o ".

l, THE MAX IMUM ALLO WABLE COVER Off TOP OF THE BOX OR R ISER IS 2 fH T.

tts ?~~ Y R in:~~A:[? R \!~~ l H ~?~~~S r2R~o~p' L / ~!:0 2~~' 5 ;rn a• 7 jl ;;atg~ :~5L .:~ • SU5MI TTEO FOR

~Egu~ I ~~R M~1~~A~ rn~~N~ w, R li~ErE~g~s • ~ ,;,x~ lL L~A Jd~~~N B~~~Ei~p~~~~~P iJ ~~rrn ~nJ~~ ~~~E~ 1 ~t~E~i TH G~EATE~ SIZES ~S T BE US ED FOR DES IGN a;c THAT R!SEA. FOR INSTANCE , A RISER W/TH THE 0 11,!ENSIONS WmZ' -9 ' ANO Lm3 -~•MAY BE FABRICATED US!N G THE RE~AR CQNFIGURAI!ON OF A 3 ' M R!Srn . SPECIAL RISERS SHALL CONFORM TO THE 1 2 ". 1a·. 2 l • 30" , 3G ', 4l • OR •a HE ICH I REQUIREl.llNT .

MATERIAL NOTES :

10 . AEINFOOCINC STEEL SHALL 6E AS TM A- JOG, LOW-ALLOY STHL DEFOR!'E D BARS FOR CONCRETE REIN FORGt"1'.NT , GRADE GQ. WIRE MESH SHALL CONFORM TO AASHTD M 55 AN D M 221

11 . CONrnETE FOR PRECAST STRUCTUR ES SHALL BE CLASS !QOOP MEETING THE REOUIREWCNTS OF SECT ION 701 SCOO T STANDARD SPH IF ICII TT QNS FOR H!CH WAY C~STRUCflON <LATEST EDITION I.

H , JOINTS SHALL BE SOLED WIT!j A FLEXIBLE BUHL OR B ITU MINOUS SEALANT CONFORMING TD AASH l □ ~ 1 ~6.

DETAIL NOTES:

13 . THE M!NIMUM STEEL REINFOHCEMENT AEOU1REO FOR ALL R ISER SIZES SHAL L BE AS SHOWN ON THIS

SHEET.

14, LIFT HOLES ANO/OR DEV ICES MAY BE PLACED AS NHESSIIRY. ALL llFT HOLES SHALL BE GROUTED PRIOR TO COMPLET IONS OF THE INSTALLATION. AL L L IF TTNO MET HODS >AUST ME ET OSHA RECUL ATIONS.

15 . HOR IZONTAL CORNER REBAR$ CAN BE ELIMINArEO lF HOR I ZONTAL REflAR USE STANDARD HOOK .

lh. S TANDARD HOO~ IS 6" FOR tM BAR A~D 10" FDR "5 BAR .

17. FOR WI.I. LESS THAN 4'-0" , VERTICAL CORNEA RE8ARS CAN 9E ELIMINATED IF"! REBA R IS USED IN

PLA CE OF THE WV<F.

1B. PLACE STEPS IN ACCDROANCE WIT H STANOARD DRAWWC NO . 7 1~-'>50-00 IF STRUCTU RE DEPTH <' - 6" BELOW THE TOP OF THE GROUND. STEPS S HAL L BE IN LINE WJTH STEP S IN BO ~ llR RISER

19. FORM OPENINGS FDR PIPE AS REQUIRE] TD ACC□M□TIATE PIPE SIZES ANTI

LOCATION SPECIFIETI. ORIENT PRECAST TIRAINAGE STRUCTURE SD THAT PIPES

ENTER THROUGH THE \,./ALLS. HOLES IN RISER \,./ALLS SHALL NOT REMOVE M[

THAN HALF THE \,./ALL HEIGHT. (le, A 36' RISER MAY HAVE UP TD AN 18' H[

20. PRECAST CONCRETE CIRCULAR STRUCTURES (AS SHD\,JN ON 719-420-00l /:

REQUIRE] FDR THE F□LLD\,JJNG APPLICATIONS UNLESS PR□HIBITE] BY THE

PLANS DR SPECIAL PR□VISI□NS.

(ol ON TIRAINAGE STRUCTURES \,JJTH A TIEPTH EQUAL TD DR GREATER THAN c, (bl ON TIRAINAGE STRUCTURES \,./HERE THE FLO\,./ LINE ELEVATION OF THE INLET PIPE IS EQUAL TD DR HIGHER THAN THE INSITIE TOP (S□FFITl OF THI

OUTLET PIPE.

(cl AS REQUIRE] BY THE PROJECT PLANS.

EXCEEDS

BELOW,

' d ' < • > ->

I• CL.

,- l

,VP.

I I ' ' , r ' <O' SPLIC• ' • ijlN. •

> • • • l ~ !W"~ • ,:•o.~. , ... • <t ••-o• ... "'"

• " m

Of'ilONAL REY J OJNT

1111EN RISCAS ~RE USEOI

FILL \1110! ~OOT IF

PRESENT -.ii(N BR IC~

IS US(D

6" MAX,

OPllONAL I

O\IERHANO

PE~~ISSllltE ,/

CONSTRUCTION-

J OI NT

J

' I

21. PAY ITEM, THESE ITEMS \,JILL BE PA]] FDR IN ACC□RTIANCE \,./ITH STAN],

SPECIFICATIONS FDR THE TIRAINAGE STRUCTURE NOTE] ABOVE. EXTRA TIEPTH

BOX \,JILL BE MEASURE] ANTI PA]] FDR AS NOTE] IN SECTION 719 OF THE

STANTIAR] SPECIFICATIONS. n, ~ -~- ~ ~· o.c. EL EVAT ION VIE W

,• MIN.

'"" . ... ' '"""" ,,.,. • -0 OPTlON~L OET~ILS

BOTK ll I REC TT CINS

FRONT ELEVATION

SECT ION A

C

-"- -"- - • - \II 6. L• ~• -o• IJFI LESS

PLAN VIEW

PR.:CAST BOX

lfllF WITH U;:9,14 ltf'IFT OR n,\ BARS e 12 Q.C. EACH WAY

W OR L GREATER ™A" ~•-o•

"5 BARS • R" 0-C. EACH WAY

'~- roLi~~Arr 3 ... ~~0lNC rJJ~~fE MASl"JNRY WllL BUILDUP, WALl un:11s11:ws ~ RIStRl•

SPLICE REBAR ACCORDING

TO OETl lL ~. 6, 00 l

~-C--------,----;'f, l[ LC CltOOT

FLOW l IN!;

' 1

DETA[L

INSTALLED

SIDE ELEVATION

DETA I L

ISO!.IETRIC VIEIII'

THIS DRAWINC IS NOT TO SCALE

r

I

TABLE 719-305A

11,.• MAX,

1 ''J.. MIN., f

, <,t MIN.

z

MIN .I

DETAIL

KEY JO INT

VERTJCAL NIO

H□RllONTAL

114 BARS 12"0.C,

LN' SPL ICE~ G•MIN,

--ll'IIF IIIIT\l lo-0.1 ◄ 1N'1rr

DETAIL

l¥WF DETAIL

CENEl!At,. NOH:S:

'• PRECAST CONCRETE ~ANUFACTURER r,f.JST HAVE THOR BOX INCLUOEO ON THE OEPARTKtH 'S OUALJrlEO PROOUCT tlST 1 4 PIHi;m TO FABRIClTJQN. Ol;;SlCN tALCIJLU I ON ANO ENOINEE~lNC OR~WlNGS Of ElCH SIZE BO~ ('o'JIU MUST BE PAEPlREO. V~RllBLE DEPTHS IHI MAY BE INtL U□EO OH TH~ Slo.ME;

DRAWING. ( NGINEE~ING Df!Allll/105 SHOULD BE PROVIO(D ON t1•~ 17• SHEET. DRAWINC ..UST lHCLUOE lll O !Mla:NSIONS. CLEARANCES• STEEL LAY0Uf DETAILS ANO CGIISIRl,ltTtON NOTES. EACII EJj,;;INEER!NG ORlWTNC WJST STATE THE Asn, SPECl~ICATION THA T IT 1,,E£TS ANO lll ""TERI Al SPECIF I CATIONS. A PROFESSIONAL ENClNEEFI LICENSE □ IN ntE SUTE Of SOOTH CARDLIN.A IMIJST SICN ANO SEAL All ENCINEERINC DRAWINGS ANO O,:SIGN CALCULATIONS. s ue .. lfTALS '"-!ST INCL UO,:

ONE ORIC!N•l ANO nr□ COP IES OF THE DESl<:.N CALCUlATIONS WITH ORAWINCS AS SPECIFlEll ABOVE, SEND SIJ~ MI JTAlS TO THE CONTACT ~ lSTEO ON QUAUr!EO PFIOOUC T POLICY U •

2. PRECAST CONCRETE COMPQN£NTS FOR OIIAINAU ITE~S AT EACH LOC ATION MUST BE SUPPLIED FRQW A SINGLE SCURCE PRECAST MANUFACTURER fllAT HA5 BEEN INSPEcrEO ANO 14'PROYEO 61 rnE "Al(l! rAlS •ao RESURCH ENClNE(R. ,_

PRECAST CONCRETE DRAINAGE BOX WAY

CATC!l BASIN TYPE 1 C~ICH BASIPI HPE 11 SPECl•L I

CATCH BASIN TYPE , & TYPE , ""'

CATCH BASIN TYPE 12

CATC~ BASIN TYPE 16

BE USED WITH !HE FDLLIIWING □RAlNACE STRUCTUR[S;

CATC~ BASIN TYPE 17

CATCH eASIN TYPE 18 OR□P JNlETS JUNCllilN eo~ES INCLll!llNO ALL INLET AOAPTORS

O. OESION FOIi lllO TME DES ION

~ROVIO(O FOR 4

PROVIDE:O.

PRECAST ORA!IIACE S TAUCTURES ... us·T '-£ET □fl EXCEEO >STM C 690 DFI AST M C 90 REOUlREME:NTS SMOWN ON Tli!S SHEET . ALL D[ S ICN C □OM'UTATIONS WIL L 6E OE.PIii □F 12'-0", A JOIN T □E5JG!f FOR RISERS •NO TOP OF SOX -UST ALSO BE

5. TME BURIAL OEP™ FROM lli E TOF OF O!E □i'!AlNAGE 8□)1 BOTTOM SL .. B 10 TME TOP □F THE GRIJ.INO SMALL NOT EXCEED 1Z '•ll'.

~. DRA WINGS OF" PflECAST ORAfNAGE SOX WITil SOLID U tLS SHALL JN01CATE LOCATl~ Of C □NSTRIJCTION JOI NTS~ AOOIT r □N)l CONSTRUCTION 0£TAll5 REQUIRED BV "ffi[ MANUFACTURER,

l. ONLY nt □SE S T~UCTURES SlZf5 IWlllXNJ SHOWN !N TAeLE l19-J05A Will BE SUSMITTE □ FM Of.SI GN APPROV Ai. .

~. DURJNC MANIJTACllJRINC. OIIAJNACE SOX SIZES !W~L~IO , ~AY VARY &TO'EEN 11-!E •PPROVEO CESICN emc SlZtS. WHEN ORA IN•cr eo~ SIU'. 1-!EIOHt 'H' . wron< •w• □fl L£NCHT'L' F ALLS &EllriEN mt APPRCYEO 0£S!GN SIZES. THE BOX "11 1TH GREATER SIZES ~US T eE USEO FOR OES IGN OF O!U BOX, ~LIA

HEIGHT 'M ' GREATER TNAN rHE ,,..XIMI.JM APPRO~Ell DESIGN SIZES WILL NOT BE STAIIOA~D.

MATER IA L NOTE$,

•• CONCRETE rOR PREC ... ST 5Tli UCTURES SHALL & CLlSS 4000P MEETI NG THE REOUIR~MENT'S 0, SECTION 101 □r THE SCOOT STANOAIIO SPECIFIC•TJOHS FOR M!OHW•Y CONSfRUCT10N <LATES~ ElllTlott) •

I Q. f\EI NFORCINC S!iEL SHALL eE -'-STM A• Tm;. LOW- ALL OY STEE L DEFOnr.Eo IIARS H)R CllNCREoE REINFO!ICEMENT, CRAil£ 611. WLR[ !£SIi SMALL CONFORr. TO AASHIO M 3S , OR M 221.

Of'.IOIL MOTES,

11. eRtCII. NASONRt OR CLASS •OOO CONCRETE M•Y aE USED TO FIN ISH fHE PORTlott ABOVE rttE TOP Of TIIE ~ox (2 FT . !,<AX. l TO BIIINC TO GIIAOE OR TO COMPLETE J.N INLE T STRUCTURE, IHESE

!-<ATER!ALS

5MALL CONeORM Ta SECTION 119 IF THE SCOOT STANDARD SPECIFICATIONS FDR H IGMWAY CONSTRUCTION <LA TEST EOI TI0"1l.

12. LIFT HOLES ANO/OR 0.:VICES MAY IIE PLAC(O .AS N[CtSSlRV. ALL LIFT HOl.[S SHAl.L 8E ORllUTEll PRIOR TO COMPLET lott O• THE rNSTALL-'.TION. ALL l lFflNG METMOOS MUST WEEl OSHA AEGULAllo,15.

13, FORM OPENI NCS FOR PlrE -'.5 REIIUIREC 1C ACC®OOATE PIP( SI?[ ANO lOCATIDN SPEClf"IEC.

ORIENT PRECAST DRAINAGE Sll!UCTURE SO TMAT P I PES ENTER IHRl!IJGH THE WALLS. P IPES 1,iAV ENTER THROUGH TME COl>~ERS o, SOLIO 111AL L ~OXES I F A MINIWM UF 6 OF WALl JS PRl;IV IOEO ABOVE lll~ HOLE TO THE TOP OF THE a □x OR I □ ANOTHER OPENING .

I~. C-URlNG NANUFACTURING CF TllE PRECAST DRAINAGE BO~, THE WALL IFUll THICKNESS) W.Y B( E~TENOEO A ~AX J'"-IM OI' 2 •EEr ABOVE THE TOP OF TIIE 80~ ro IIRING ro GRADE: 0~ TO Cllr.F'\.ETE lN INLET STRUCTURE• IF THIS OPTION IS TO 8£ US£ □• THE SHOP DllAWlNG SUBMIITAl WST INCLUDE ll.L DIMENSIONS ANO OETA ILS FOi! THESE BOXES. CONTINUE AE!NFORCENENT FROM BOX INTO TN E

E~TE NQEO ME(GHT.

15 . TOP OF 'ltlll SHALL BE CA.ST WJTH A ~EY JOINT lniEN PRECUT RISERS ARE U5EO.

16. THE HEICHT OF PflECAST OAAINACE &01! WIT H SllLIO WAI.LS CAN et INCR(lSED aY USE fJf RISERS TC THE REOUrnto DEPTH UP TD A MAX I"'-!~ Blml~l DE~TH OF IZ' (SEE sro. 11~-l15---00I.

11. JOINTS S~ALL BE SEAt..EO "'ITH A FLEXIBLl BUTIL 0~ eiruwrnous SEALANT CONF~M[N,i TO AlSHTO M 199.

18 . lllllE~ BURIAL Of.PIM EXCEEDS•• ➔•, PLACE STEPS ( N ACCORIIANCE WITH STANDARD PRA WlNC NO.

l19·55Q-OO.

19 . GAOUT THE FLOW LINE Fll0'-1 TIIE DAS( Tll rt!E 11UTLE:T PlPE TC MAINTAIN l CONTll!CIUS FLOl'I, GAWT SHM.L BE TYPE 1-1 t.lORTAR t.lATERl~L IN ACCORDANCE WITH SECTION 116 or THE SCOOT STANDARD SPECIFIC•T!ONS FOR HIGHWAY CONSTRUCTlO~ \L ATEST EDI T ION• .

f-Bis nliE'i''.Nl~M STt.EL REINFORCEMENT REOUIR£C r □A ALL sex Sl2£S SHALL BE AS SHIJ'lfN ON

21. PRECAST CONCRETE CIRCULAR STRUCTURES !AS SHO\di CH 11~ -4 20-001 AR£ RECUtR£0 FOR THE PCLLOWIMG APP1.ICATIPl'IS UNLESS PRlllHBlTEll Bl THE PL ~NS OR SPECIAL PROVISIONS, !0 1 ON DRAINAGE STRUCTURES .,1111 l □EPTM EQUII.L T□ Ofl OREATEll THAN t; FEEY.

!01 ON DRAI NA C!a: srnucTURES \IIH£RE THE FLOW L INE ~LEVATION OF" ™E Ifft.ET PIPE IS ECIUAL T □ 0~ HT~M~R TllAN 111[ INSIDE TOP !SOFFIH Of fl!E OOTLET PIPE, !c l l~ ~EOUIREO IIY THE PROJECT Pl,.Af<IS, ~~. PAT ITEM: TH[S[ ITEMS WI LL 6E PAlll FOR IN ACCORDANCE WITK STANDAl"O SPECIFICATIONS FOR TME ORAIN•CE STRUCTURE LISTED IN PIOTE ~. EURA CEPTH eox WI LL SE 1.€ASURED .\110 PAID FO~ AS N □lEO IN SECTION 11, OF THE SUN□lAO SPEC,IFICHIOIIS.

• 0

SPLll;'C □B f ~I HlEO

BT BENDJN~ B □TH

HDIIIZUITAt 81.flS a• FOR ... = 10• roo ,,._ BAR

- , w-

REBAR

WIIF 111111 hoO. !HN'IF' '

DETAIL

Jj'IIJ' DETAIL

DETAIL

REBAR DETAI L 5 '

DETAI L

REBAR DETAIL

ACCEPTABLE SPLICE OPTIONS

DETAIL

REB AR DETAIL

DRAINAGE ACCESS MANHOLE

HEAVY DUTY DRAINAGE STRUCTURE

NOT TO SCALE

DRAINAGE ACCESS MANHOLE

HEAVY DUTY CASTING

NOT TO SCALE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultants:

C :\r vt \2

6\

-A

-E

YE

C

LI

N

IC

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/9

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2:

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PM

CG506

SITE GRADING AND DRAINAGE

DETAILSCharlotte Engineers, LLP

5838 Monroe Road Charlotte, NC 28212

(704) 531-3000 Michael Eaves

HDR, INC

440 South Church Street, Suite 1000 Charlotte, NC 28202

(704) 338-6805 Robert Bittel

CONSTRUCT

EYE CLINIC CENTER

WJBD VAMC - COLUMBIA, SC 29209

544-329

RB AG05/12/20225/12/2022

sec QUALIFIED PRODUCT LI ST 1 '

FDR MANUF ACTURERS OF PRECAST ITE MS .

w u < (D BOTTOM SLAB IC IP VARIAB LE OS oc 1 00 " DJA.X '5 " I u

" ,,o z - (iJ BRICK WALLS ( B " I I MAX 1 , ' DEPTH I

" u

I•

@48" DIA, CIRCUL AR DRAIN AGE BASE ICONFORM!NG T[J STD. DRAWING 7 19-4 20 - 001

" ,,o

• @48" D 1 A . < u

CIRCU!_ AR RISER (CONFORM ING ,o STD- DRAW ING 719-420-001 w ASO

" " @MANHOLE oc ECCEN TR IC CONE

USE HE AVY DUTY MANHOLE USE HEAVY DU TY MANHOLE

CAST ING SEE DRAWIN G CAS TI NG SEE DRAW ING

BRICK COURSES

719-505--{)2 \ 719 - 505--{)2 \

FOR AOJUS TM<:NT

J MIN. 5 MAX .

l'1' u BUILT IN PLACE OPTION PRECA ST OPTION , ,, o" a" 0 WHEN FLATTER SLOPE ® ECCENTR l C r,QNE - "w 1.S REQU IRE D, USE INLET~ :i 1 ' ' c□u - •"□ ADAPTQR 7 1 9--505-02 ,i " ' ' ' M.~NHOLE PC ' Zw z

EGCENTR!C

w,z

' - ' "o" •, • " CONE ' ~u"' ~IC D ' " ' z ' n . - ----- ----n PLACE P!PE FLUS H WT TH ' • ! B" D I A, - ' D ' INS JDE FAG~ OF Box .

4B" DIA . ec ' CIRCU I. AR RISER COA T ALL EXPOSED © ' SEE f l g - 420- 00 ' REBAR IN FlELD CUTS CIRCULAR RJSrn N

" I IF NEEDED ) ,' N --, OF RCP WITH AN EPOXY > -- --------RESIN ADHESIVE > ® SR ICK -- .

CONFORM! NG TO AASHTO VAR. {4' - 0" MIN. ,.

' " 4a" DIA.

' M 235. " CIRCULAR

' > DRA INAGE ' n 17' - o" /.IAXI " ® 46" OJA. ec ' BASE w

,_ -" ~o f "' 71~- •20-00 " CIR CUUR > ~ GR OUT OR - ' ·'

-_ CONCRE TE

I -

DRAINAGE BASE

' " TO THE 4'--0" >

FLOW LINE ~ >

' - ---- ------. -- :-·."·, : · -·, -:.;..:_.;'- (i) . . ls ·. ? ·.-; il!J\NHOLE BDTT0/,1 SLAB ,.

0 ~ I NO. 4 BARS 12" □ . C. 160 T H 0 1 "· , I VARIABLE ! ~PLACE PIP£ FLUSH WITH INS IDE FACt

" " OF BOX. COA T ALL EXPOSED REBAR ]N

FIELD CU TS OF RCP WITH AN EPOXY

" " RESIN ADHESI VE CONFOR MlNG TO D 0 SEE ALSO STD, DRAW ING AASH TO t,I Z35. w w ·, • Tl9 - l 20- 00 FOR C!RCULAR

' DR AINAGE STRUC TURE$ -

6UlLT IN rLAC~ ~Nl l □LC STRUCTU~[S SI IALL FOR NOTES ANn i,(ANHOI I' F"RAMF ANn ~nvrn

DETAI L @ OE TA!LS SEE STD. DRAWINGS 119-505-03 NOT EXCEED 12 -0 IN OEPTH . IREFER TO NOTE " ANO 719- 505-04 SCALEL,• : I' IN STD. DRAWING 719- 505- 03)

SIDE VIEW N(I TE:S:

DETA!L 0 PRECAST MANHOLE

1. FOR BU IL T IN PL AC E CONSTRUCT ION OF THE MANK!ll.E, EITHE R BRIC~ M.11, SOORY I WALLS SCM.E£,": 1'

WITH ECCEN TRIC .. ONL YI OR CL ASS ~000 CONCRE TE M.11,Y aE USE O. FOR PREC-"S l CONSTRUCTION , A MIN IMUM coo, ll' CLA SS 4000P CO~ CRE TE SH AL L BE USEO ISEE STD. DRAWING 719- ~2 0-00) . SIDE VIEW BU ILT B ,.

IN PLACE MANNOL E

• '~" 2. 9RI CI< WALLS ~R E TO BE e• TH lCK, CONCRE TE BRI C~ AND SIMILAR SOL IO UNITS - SHA LL CONFORM TO THE REOUIREr.ENT S OF ASTM C 55 . GRADE ~-II.

' , ,_ CORBELLI NG CR ACKl~GJ OF BRICK MASOO RY FOR MANHOLE S SHAll BE Al A MI N. RAH ' ll' 2.5: \ .

" • 4. THE BOTTON S~AB OF TH[ BQJI SH ALL Bf A MINIMUM OF G" TH!CK REINF 011C EO CONC RiTE <C LASS 000 OIi 4000P) CO NC RET WITH A REJNFM CING STEEL ~RE A OF Q.20 SOU AR INCHES PER FOOT. WIA[ M£S H l,IAY BE USED IN Lltu Of STEEL BARS PROVJOEO •

MINIMUM llF 0.20 SOUARE INC HES PER FOOT IS ME T. .

• ' ,_ MORT~R SHALL BE TYPE S OA ~. ,

TABLE 719-505A PRECA5T I TEMS •

,. REINFORC ING STEEL SHAL L BE ASTM A-T OG, LOW- ALLOY STEEL OEFORM£0 BARS FOR

COtlCRETE REINFORCE MENT . GRADE GO . l<IJ RE MESH SHALL CONF □RM Ta AASHTO M 55 ANO ' 221, MANHOLE PC BOTTOM SLA.B (100" D 1 A. X 6'' I

7. SEi STANOAR9 ORA~ !NG 7\ ~--550-00 FOR STEPS , WH ICH AR E AEOUIREO WHEN STRUCTURE l~ I

• ,l OEPTH XCEEOS 4 --6". ,,., MANHOLE oc ECCENTRI C CON E -. ,. SEE STANOAflO ORAW! NG S 7!9- 420- 00 ANO 7!9~425- 00 fOR DEPTHS GREA TER TH AN 1; •. e PRECAS T CONCRETE CIRCULAR DRAINAGE STRUCTURES ARE REOUIAEO Wl!EN TH E DEPTll FRO~

" THE TOP OF THE OA AINAG€ eox BOTTOM SL.O.S TO TNE TW OF TH E GROUND EX CEEDS 12 ' --0, sec Al. SQ 719- 505 - 03 ' 719 - 420- 00

9. LOC ATI ON AND SIZE OF PIPES ARE SI TE SPECI FIC ISEE DRA !tlAGE PLANS]. THE BOTTOM OF THE CA fCH BAS IN IS TO BE CAOIJTEO TO THE LOWEST FL □r L!NL ELEVATION □F ,. ~\c~~~i~ ·Mu~~ R~TI 8~i~~ta i ~vti~0 TP!~Epb~T~1 l tr~ 1:1t~~R )NSTA LEO . BOTTOM SL AB

SEC T ION B rn. F OR CONCENTR IC ANO ECCENTRIC CON~S REFER TO STD . DRAW INGS 719-420-00. ,,,,. SCALE 1.5 " ~rtt~R ~ 11. CASTI NGS SHALL CONtORM TO AASHTO M

LOAO TEST OF AASHTO M JOG ,

,os. CLA SS 35 a. CASTING SHALL 1-EET

,,_ CASTI NGS SHAL L BE MANUFACTURED so AS TO PREl'ENT THE COVER FROM RATTI. ING

UND~R TRAFF IC.

DETAIL

ID.hf-f" ' FR [TA IL 0 13, ONLY ON~ VENT HIX.E 11" OJA .I SHALL BE MANUF ACTUR ED IN CO VER WI TH 2 PICX

HOLES IMAX 1 OI A. I.

14. AL TER NA TE COVER FACES THAT MEE T THE ABOVE SP EClf lCA TION AR E AC CEP TAB\.E .

W.NHOLE SIIALL BE LINEO UP WITH THE !NTE Rl OR OF THE BOX AS SHOWN.

" · ALL MANUFACTURING PROCESSES

TH E UNlTEO STATES .

FOR T~E MAN~OLE CUY£ A ANO RING 11.JST OCCUR !N

"· THE CONTR ACT UN IT PRI CE fOO MANHOLES SHALL INCLU DE THE COST OF FURNJSH IN C

DET A I L

ALL MATERIALS (BU ILT IN PLACE 00 PREC-',Sl l ANO WORK INCI OENTAL TO THE

SEE CONSTR UCIJ ON I:.' THE SfRUCTURE CO MPL£TE IN PLACE AS SHOWN !N ACCORDANCE WJTH THE 2 SCOOT ST.o.NDARO SPEC! F !CATl □NS FOR HIGH WAY CONSTRUCTION (LATEST EDI TION >.

11. TH E USE I:.' PREC AST UNITS W!L~ NOT RELIEVE THE CONTRACTOR Cf THE RESP □ NSIBJL tT Y OF OB TAIN ING SAT IS ACTORY JNST~L LATION S, SEE STANDARD DR AWING S FOR PRECAST CONCRE TE DRAINAGE STRUCTUR E f [)R AOO !TlONAL DE TAI LS AND SPEC l F iCA IJ ONS , ,. ,,,, .. 1B. LIFT HOLES A.NO/ M OEVI CES MAY BE PL ACED "AS NECPS AH Y. AL~ LIFT HOLES SH ALL 0£ CAOUTEO SHUT PRIOR TO C□16'1..E T10N OF THE INST ALLA ION ALL LI TING METHODS MUST

~ET OSHA RE GULATIONS-

1~. THE CONTR ACTOR SHALL USE A SI NGLf SOU RCE MAN UF ACTURER

PROD UCT LIST I~ FOR PRECAST ITEMS ON HIS DRAWIN G.

LISTED ON OUALIF !EO

A , o. PAECAST

POL! O I ~-

MAMJfACTURER MUST MEET ALL OT HER REQUIREMENTS OF OUAL Jf lEO PRODUCT ij • PRECAS T ll~t,CS~~ ~~~:oc:;JlWAl~l~si!~ D~fig~l~A~~s1g~ ~A~!~l[D Affij ouAt lFIED • OO UCT LIS T CALCU LATI ONS TD THE ENGINEER ll' RECORD FOR REV JEW.

\ 2 <. JOINTS BEl WJ:EN INSTAL LED P IECES ANO PRECAST ITEMS TO BE PL ACOD SHALL BE

/ SEALED WITH A 'E CROUT ) !FT OIi ~ APPROPR l~TE PLASTIC PREFOR MED GASKET CF ROM

OOA LIFIEO PAODU T LIST 1 • I

PRECAST INSTALLATI ON N<:IITS:

I ' ,o• i3. BEO SH ALL II[ PREPAllE D ANO COMPACTED FOR PR€CAST DRA INAGE STRUCTU RE AS

EOU IR O 8Y SCOOT STANOAl1 0 SPEC tFI CAT! ON S FOR PR€CAST ITE~S. ELEV ATION OF" DE TA I L 0 BED DING MA TE RIAL SH ALL BE APPRDP RIAT~ TO ACC0/,1_1,((llll fE ELEV~TI O~ OF ALL PIPES ANO

REOUIREO TCJP ELEVATI ON.

™~~~~~1' SEC T IO N ' A ) " · PLACE ANO LEVEL PAEC AST CJRCULMI OR AI NAG( STRUCTUR E. SCALE 1.5 :1 \ Wll~6L~Lf~±MON

,,. PIPES SHALL BE INST AL LED AND GROUTED lN PLACE.

2& . PIPES AHO CIRCULAR DRA! NAG E STRUCTURE S~ALL BE BACK FILtEO

A.:OU IRED BY SCOOT ST AN0 AR0 SPECIFICAT IONS I LATEST EOJT IQN).

ANO COMPACTED AS

27. AN Y LOCATION WH ERE THE ABOVE RE OUl REME NIS CANNOT BE ~T SNM.L BE COl,f'LE TE O US !/10 CAST IN rLACE MA TER IALS MEETING THt AEOUI HEl,CENT S Of TH IS STANOARO DR AWING.

ANY ADOIT !ONA IAATER fAL S OR COSTS ASSOCIATEO WITH TH E ~SE OF PREC Asr SHALL BE

PAIO FOR BY THE CONT RACTOR ANO MAY NOT BE CHARCEO TO SC 01,

28 . PREC~ST CONCRETE CIRCUL AR ST RUCTUR ES 1"'5 SHOll'N ON 719-420-00J ARE REOU IRE □ FON THE FOi.LOW iNG APP llCATIQtlS UNLE SS PRCIHIB !TEO BY THE PLANS OR S?ECI AL f>;IOVISIO.~S .

lal ON ORA ]NAGE STRUCTURES WITH A OEPTH EOUAL TO OR GREATER TH AN ll FEE T.

lb) ON DRAINAGE STRUCTUR ES lfHERE TH£ FLOW l!NE REVAT ION !l" THE INLET EQU Ai. TO OR HIGHER THAN THE !HSI OE TOP ! SClFF!TI Of TH E OU TL ET PIPE .

PIPE "

Cc! AS RECU IREO BY TH E PROJ ECT PLANS. ,,. THE PAY ltEM SHALL BE: W,,NHOLE _ _ ___ EA

I I ,,,,,,~ CA Ro,,,,,,, \\"111 II I 'i//f/ ,, ,c,'\ ··•••··• 'f0_ ,, - ,,1' · CA R ,,, ,, ~ \' , Ot✓.'', i"'"3_:.•·;;• ENGNEER::·•7 \~ ,,;;~o~,;;;_:;,,~ ;,1t}G ;, . =r',li IN~ ;:g=c " •;,."I • " = :3,: <F 1HEll'l,OU""5 : - = ~~ , 2€,J7 ! ] £ = ' 00. "''" : ,__ = \"'%;·,, .... 'rff i . . " z ,:!•, •• •"q.,:,"'

I I

',, 4f/········~"'<J ,,,' -;,. ,;v•··· .. • ~<,,,,;; ',,,,, OF /J..\J ,,,,,, ,.,_ft, liJ T lo ~,,,,, -"'"''''''"'' ""111 .. ; ""'''

VA Faw OB-62S1

DRAINAGE ACCESS MANHOLE

LIGHT DUTY CASTING (FOR USE OUTSIDE OF TRAFFIC)

NOT TO SCALE

DRAINAGE ACCESS STEPS FOR DRAINAGE STRUCTURES

NOT TO SCALE

TRENCH DRAIN

NOT TO SCALE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultants:

C :\r vt \2

6\

-A

-E

YE

C

LI

N

IC

_R

BI

TT

EL

.rv t

/9

/2

2:

:0

PM

CG507

SITE GRADING AND DRAINAGE

DETAILSCharlotte Engineers, LLP

5838 Monroe Road Charlotte, NC 28212

(704) 531-3000 Michael Eaves

HDR, INC

440 South Church Street, Suite 1000 Charlotte, NC 28202

(704) 338-6805 Robert Bittel

CONSTRUCT

EYE CLINIC CENTER

WJBD VAMC - COLUMBIA, SC 29209

544-329

RB AG05/12/2022

VARIESBUILDING

1%

45 BEND0

45 WYE0

045 BEND

45 WYE0

3"X4"

DOWNSPOUT

6" DIA.

PLASTIC PIPE

6" 45 PLASTIC

BEND

8" DIA PLASTIC STORM

DRAIN PIPE

45 WYE

NOTES: NOTES TO DESIGNER:

1. COORDINATE LAYOUT OF ROOF DRAIN PIPING WITH DEPTH AND

CONFIGURATION OF BUILDING FOUNDATION.

1. ALL ROOF DRAIN AND STORM DRAIN CHANGES IN DIRECTION

SHALL BE MADE USING 45 DEGREE BENDS AND WYES.

FOOTING

BUILDING

WALL

3" X 4" DOWNSPOUT

MANUFACTURER'S

STANDARD DOWNSPOUT

ADAPTER

4" DIA. PLASTIC PIPE

4" 45 BEND

INCREASER

6" DIA.

PLASTIC PIPE

6" 45 BEND

6" DIA. PLASTIC PIPE

45 WYE0

6" 45 BEND

PLASTIC STORM

DRAIN PIPE

CAST IRON COVER AND

FRAME (NEENAH R-1791-C

OR APPROVED EQUAL

2 EACH 8" 45

PLASTIC BENDS

8" DIA. PLASTIC

PIPE

6" THICK (MIN.)

CONCRETE BASE

FINISHED GRADE

CLEANOUT

12" X 8" 45

PLASTIC WYE

8" DIA. PLASTIC

STORM DRAIN

PIPE

6" DIA. PLASTIC

ROOF DRAIN

PIPE

6" 45 PLASTIC

BEND

FL

O

W

FROM

BLDG

NOTES:

1. STORM DRAIN CLEANOUTS SHALL BE INSTALLED AT THE END OF

STORM DRAIN LINES AND AT EACH 90 DEGREE TURN IN STORM

DRAIN LINES AS INDICATED.

TYPICAL ROOF AND STORM DRAIN DETAILS

NOT TO SCALE

TYPICAL ROOF DRAIN DETAILS (SHALLOW FDN)

NOT TO SCALE

TYPICAL ROOF DRAIN DETAILS

NOT TO SCALE

STORM DRAIN CLEANOUT DETAIL

NOT TO SCALE

PROPOSED

GRADE

5/12/2022

J.

1 • l

1'

I J J

I I

PLAN

STEP OP, lON 1 CAST l,'lON

DEJ A IL

SCALE 1,511 :1 ~ 0

I jJ l" _,_

-1,5,,1-

SJ DE

ELEVAT ION

I . ., USE ONLY WHEN ST£J' IS : NSTALLED AS BOX JS 3UILT. <BUILr IN r LACC) MAY 8E USED WITH BUI LT IN l'LACE CDNSTRUCTIJN.

1 " l.

''r·

I

I i-- 10'

L rLAN

I · 10" MIJ\ . I

b~;..,..~{-, STE0 OPTION 2 BENT fiEBAR

UO MUI USt IN SANl!A~¥ S~lt.P. KANtfJLES

L.:ETAI L r:;\ -=s""eAL"'='t '-;;-'-. ='5 ,,...,~, ri - ---,0

I

NO. 8 DEl='.OR:Mi:C• REBAR <iRA.0(;: EiO OIi a~-n ~

SIDE

ELEVATION

~..PENETRAT Ill~ I STOP

A l.

l'-1.J ~~~TRATION

PLAN

10" MfN, GROUTED COMPOSITE STEP

FOR MASONR'i'

P!l. YPRDPYL[ ~E 'PLASl lC

SECTION A- A

COWOS ITE RUNG

VA F0RM 08 • 82J1

#J DEFORM~□ GRADE 60

STi:tL ROD OR n4 o~ronM:o Gn1Dc ~o

OR BETTER STEEL ~OD

SIDE

ELEVATION

A

PLAN

1 o• MIN , CL.,,,"""""""'---""""·""=-~

GROUTLESS COMPOS ITE STEP

SIDE

ELEVAT ION

SH, 719-510-01 FOR NOTF.S.

2 ' O"

2· 1"

SECT ION

e 1'(1-Es:

/i,,Tf~• ~~~~;,:u H~ INS IA.LEJ IN ALL OliA[NAG6 STRUCTURES THAT E:<CEEO . IE

2, G'EP5 OJF'ERI NO IN OJ>JENS ION, CCNflGU~ATIOI/ , OR MATERIPLS l'ROM n10S£ GHO~N MAY ALSJ BE' USED PRJVIJEO THE CONTRPCTOR HAS FURNISHED 11<( EIIG!t/EER w1n 1 DETAILS Jr TIIE PROPOSED s T, FS f>NO HAS RECEIVED ~RI HE> l\l'PRDVAL FROM TM£ EUCINE'.E~ =oR TH~ llSE )f' SUCM STCC'S . fttl 5 'l"& S FOR CAST I t. PLACE OR PRE.CAST srRuc rUR£S SH,AI..L. ~£ET M,SIHC SFE1;1r 1CA7 tor~ ,-l- 199, 3 . FOR MA~ON~Y C0"1SlRUCTION. STEPS SMOUL□ tAEE' THE 0 1\lliNSIO~S .\NO EMaEOMENT SHONN ON Th IS SfAN11.R,1 ORAWJ NG: AWO ALSO MEET All OTH(R SPECIFICATIONS OF A4SHTn • • l ~q.

4, S"EPS SHA.l BE 'LACED 12-16 INCHES CE~TER ·o CENTE~ ON WALL AIID PROTRUDE A Ml ~JMUM JF 4 !"CHES mo~ INSIDE r ACE OF STRUCTU~E \\'All- St?

Sl'Al:BIG VIIHI' A SJ ~GLE SfRUCTURE SHOULD SE IIA :l'!TA!NED ~ITH IN 1 or THE AVERAGE STEP Sl'ACJN, FOi! l°HAT $ 1hUlilUS~. SU. URAW ING OF SlEP PLACE~£NT ON lli: S SHEET.

s . REINfORCliG STE~L s lli><.L :oNi'ORM TO ASTM A-" 06 LOV•ALL□Y SlEEL DEFOE!MEO »ID r LAltl BARS FDA :ONCP.ETE '\E 1 i f QRCEMENf , GRADE 60, 6 - rnE COST OF PLAC INC Sfl'.PS SHALL BE lHCLUOCD Ill TltC rnrcc r oR THE CflAlNAGE. STRU:TU~E-

<I

• MI~IMUM s -EP EMB ED M~~ I 3n MIN . FOR CONCRE T~ v

<'I

7" MI N. FOR BRlCK MASJ~RY

4 "

IN ,

r.:;

z

8"

.. :1

STEP PLACEMENT

DETAIL ~

::scc:,,-uri-1 °"'•·•"',.., ", ,,....--'Q' e

<'I

<I

'v

V

V

,c

45 DEGREE TURN

4"

CAST TRON OR STEEL GRATE A/ND FRAME

SEE PLANS FOR PIPE--...

fAATERIAL, DIAMETER ANO

OR LOCATION

SEE INSET 'A' _/

--c

B

GENERAL NOTES :

ALL MASONRY COMPONENl S OF THIS DRAINAGE DEVICE (EXCLUDING PIPE) ARE TO

BE CONSTRUCTED WITH CLASS 'B' CONCRETE AND PAID FOR AT THE CONTRACT

UNIT PRICE PER EAOH FOR MASONRY DRAINAGE STRUCTURES .

* PAY FOR THE GRATE ANO FRAME FOR TH6 DRIVEWAY DROP INLET AT THE CONTRACT

UNIT PRICE PER LINEAR FOOT FOR GRATE WITH FRAME, DRI VEWAY DROP INLET .

FABRICATE THE GR.ATE SECTION(S) TO FIT THE .OPENING INDICATED 1N THE PLANS.

THE COtlTRACTQR MAY, AT HIS OPTTON, SHORTEN LENGl HS FOR BARS 'B' ANO LAP THEIi TO OBTAIN THE PROPER LENGTH OF BARS : DO NOT OVERLAP BARS L-ESS THAN 1'• 6" LOWG.

INCLUDE THE COST OF ALL ,REINFORCING STEEL IN iHE CONTRACT UNIT PRICE PEA CACI I roA M"SONAY DRAINAGE 3TRUCTUAE3 .

DESIGN THE GRATES· TO MEET HS -20 LOADING .

PROV1DE GRATES '111TH A J.IIN!l.l~M CLf AR WATERWAY OPENING OF 50in2 PER 1' -0''

LENGTH OF GRATE.

VARIABLE LENGTH GAATE WITH FRAME

•SE!E GENERAL NOTES

PLAN VIEW

CTS .

ADDITIONAL PER LINEAA FOOT QUANTITIES MAY BE USED TO ADJUST QUANTITIES FOR

LENGTH LNCREASE OR DECREASE AS I NDICATED BY THE PLANS (SEE CHART BELOW),

'C' BARS PLACED

ttORlZONTALLY

'C' BARS PLACED

HORIZONTALLY

fUN. SLOP= 0 .3!\; 'B' BARS @ 12" CTS . '83' BAI\S ~ 12'' C-TS.

A4' BARS ~- 12" CTS .

'A4' BARS @ 12" CTS .

6 "

'Aa' BARS

INSET 'A'

2' · O" n

6"

SECTION 'B-8'

SEE PLANS FOR PIPE

MATERIAL , DIAlilETER ANO

OR LOCATION

4 " 2'. 6"

6 1' 1 '-6" 6"

~H'r 'A4 ' sA.Rs

'83' BARS 12"

MIN. OVERLAP

..,, O"

N

SECTION 'A-A'

D 183' BARS ii 12 1

' CTS.

'A3' BARS @ 12'' CTS.

SEE INSET 'A'

'AS' BARS

0 12" CTS.

2' - 6''

'84' BARS 0. 12" CTS.

2' · 2 "

M

6" - I

I

1 ' -6 '' 6" c-- 4"

( TYP . )

SECTION 'C·C'

PROVIDE FRAflE ANCHORS AT A MAXIMU/4 OF 2' -0' CENTERS IYrTH A MIN IMU11 OF

4 ANCHO~S PER FRAME.

A

, 7 ' "' 18" -. ..,. "

" 'A' BAR f 12" CTS, 18 ' BAA '-! 12 '1 CT$ .../

• l:)",P .

0 . • • v .. • . .

• IC) • .

6"

I ' 0 -D ' 2" . . -. : . Cl R. o ... ., c,, . . "' . D • ; . . -:en] w w 2' -6"

83 A3 A4

J

PLAN

PROFILE

e

SECTION '0- 0 '

e

3:

II,

SECTION 0

e

45 DEGREE CONNECTION 90 DEGREE CONNECTION

PLAN

e e

:====================::============:::::::=============::::::=I ====== I

4' -6

9'-6"

6" MIN

24" ASP

IE 229.50 24" RCP

IE 229.50

PRECAST CONCRETE

JUNCTION BOX, WALL

THICKNESS PER PRECAST

MANUFACTURER (6" MIN)

12" THICK (MIN) WASHED #57

STONE BEDDING

24" RCP

IE 229.50

REINFORCING PER PRECAST

MANUFACTURER TYP

REINFORCING PER PRECAST

MANUFACTURER TYP

SECTION A

NOT TO SCALE

RIM EL 238.74 RIM EL 238.74

STANDARD MANHOLE STEPS

(SCDOT STD# 719-550-00)

STANDARD MANHOLE STEPS

@ 12" CENTERS

(SCDOT STD# 719-550-00)

1.2" DIA ORIFICE

IE 229.50

WEIR WALL

TOP OF WALL

ELEV. 233.10

4' 6"

6"

TOP OF WALL

EL 233.10

1.2" DIA ORIFICE

IE 229.50

D

EP

TH

A

S R

EQ

U

IR

ED

T O

M

EE

T

IN

VE

R

T

EL

EV

AT

IO

N

S

12" WIDE RECTANGULAR WEIR

IE 231.70

6"

8'-6"

STANDARD MANHOLE STEPS

(SCDOT STD# 719-550-00)

6"

6" WEIR WALL TO BE

INTEGRALLY CAST

WITH WALLS

4'-6"

5'-6"

6" MIN.

12" THICK (MIN.) WASHED #57

STONE BEDDING

4' 4'

8'-6"

9'-6"

GENERAL NOTES

1. CONCRETE:28 DAY COMPRESSIVE STRENGTH f'c = 4,000 psi.

2. REINFORCING:ASTM A-615, GRADE 60.

3. CONTRACTOR RESPONSIBLE FOR ANY WATERPROOFING

OF BOX (i.e. COATINGS AND/OR JOINTS.)

5' -6

6" BASE TO BE INTEGRALLY

CAST WITH WALLS

6" SLAB TOP

ALUMINUM TRASH SCREEN. VENDOR

SUBMITTAL TO ENGINEER REQUIRED FOR

APPROVAL PRIOR TO INSTALLATION.

ALUMINUM TRASH SCREEN. VENDOR

SUBMITTAL TO ENGINEER REQUIRED

FOR APPROVAL PRIOR TO INSTALLATION.

TOP 12" OF SUBGRADE

COMPACTED TO 98%

MAXIMUM DRY DENSITY

6'

0" M

IN

IM

U M

UNDERGROUND DETENTION SYSTEM DETAILS (1 OF 5)

NOT TO SCALE

PRECAST OUTLET CONTROL STRUCTURE (OCS) DETAIL

NOT TO SCALE

2 A SECTION B

NOT TO SCALE

B

A

B

24" DIA. ACCESS OPENING WITH STD.

MANHOLE FRAME AND COVER

(SCDOT STD# 719-510-02)

24" DIA. ACCESS OPENING WITH STD.

MANHOLE FRAME AND COVER

24" DIA. ACCESS OPENING WITH STD.

MANHOLE FRAME AND COVER

12"

24" ASP

IE 229.50

24" RCP

IE 229.50

12" WIDE

RECTANGULAR WEIR

IE 231.70

24" DIA. ACCESS OPENING WITH STD.

MANHOLE FRAME AND COVER

1-YR STORM: 231.96

2-YR STORM: 232.26

10-YR STORM: 233.08

100-YR STORM: 233.64

1 STUB INFORMATION

PIECE STUB

INVERT

165'-0"

20'-0" 10'-0"

(3) 36"Ø RISERS

D1, E1, F1

3'-0"

24"Ø STUB A1

15"Ø STUB C5

15"Ø STUB A2

D A

C E

F

P

P

P

P

P

P

15"Ø STUB C3

36"Ø RISER C4

P

P

R

R

L

M

36"Ø RISER N4

36"Ø RISER C4

36"Ø RISER D1

36"Ø RISER E1

36"Ø RISER F1

36"Ø RISER G5

36"Ø RISER J1

36"Ø RISER K1

36"Ø RISER L1

36"Ø RISER M1

36"Ø RISER N4

ASSEMBLY

SCALE: 1" = 20'

PIPE STORAGE: 9,212 CF

LOADING: H20

PIPE INV. = VARIES'±

NOTES

238.85 238.00 238.00 238.00 237.20 237.70 236.98 237.11 237.32 237.00

228.08 229.56 229.56 229.56 228.50 229.91 230.40 230.40 230.40 228.92

P J P

15"Ø STUB G3

G

15"Ø STUB G5 98'-6"

15"Ø STUB J2

Ø36" RISER J1 10'-0"

(3) 36"Ø RISERS

K1, L1, M1

P R K

B N

1 RISER INFORMATION

PIECE RIM ELEV. SYSTEM

INVERT

15"Ø STUB N5

15"Ø STUB B1

15"Ø STUB G4

24"Ø STUB A1

15"Ø STUB A2

15"Ø STUB B1

15"Ø STUB C3

15"Ø STUB C5

15"Ø STUB G3

15"Ø STUB G4

15"Ø STUB G5

15"Ø STUB J2

15"Ø STUB N5

15"Ø STUB N6

229.56 229.56 230.40 231.31 229.58 232.56 232.56 230.00 229.91 230.42 231.34

SYSTEM

INVERT

229.91 229.56 230.40 228.08 228.08 228.50 228.50 228.50 229.91 228.08 228.08

75°

'-0

4'-3"

15"Ø STUB N6

BAND, TYPICAL

SEE DETAIL SHEET C3

· ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE.

· ALL ELEVATIONS, DIMENSIONS, AND LOCATIONS OF RISERS AND INLETS, SHALL BE VERIFIED BY THE

ENGINEER OF RECORD (EOR) PRIOR TO RELEASING FOR FABRICATION.

· ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM A998.

· ALL RISERS AND STUBS ARE 2 2 3" x 12" CORRUGATION AND 16 GAGE UNLESS OTHERWISE NOTED.

· RISERS TO BE FIELD TRIMMED TO GRADE AS REQUIRED, BY CONTRACTOR.

· QUANTITY OF PIPE SHOWN DOES NOT PROVIDE EXTRA PIPE FOR CONNECTING THE SYSTEM TO

EXISTING PIPE OR DRAINAGE STRUCTURES. OUR SYSTEM AS DETAILED PROVIDES NOMINAL INLET AND/OR OUTLET PIPE STUB FOR CONNECTION TO EXISTING DRAINAGE FACILITIES. IF ADDITIONAL

PIPE IS NEEDED IT IS THE RESPONSIBILITY OF THE CONTRACTOR.

· ALL ACCESS CASTINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE NOT SUPPLIED BY

CONTECH.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultants:

C :\r vt \2

6\

-A

-E

YE

C

LI

N

IC

_R

BI

TT

EL

.rv t

/9

/2

2:

:0

PM

CG508

SITE STORM WATER

MANAGEMENT DETAILSCharlotte Engineers, LLP

5838 Monroe Road Charlotte, NC 28212

(704) 531-3000 Michael Eaves

HDR, INC

440 South Church Street, Suite 1000 Charlotte, NC 28202

(704) 338-6805 Robert Bittel

CONSTRUCT

EYE CLINIC CENTER

WJBD VAMC - COLUMBIA, SC 29209

544-329

RB AG05/12/20225/12/2022

VA FORM 08-6231

I

_l l I

- - - J ---+------------+-

6.

6.

I I e f \

I + I I

I.

------e e

'v ------------

' 'v ------------ .tr- --------------------------

5l..._ ___________ _

5l..._ ___________ _ e

UNDERGROUND DETENTION SYSTEM DETAILS (2 OF 5)

1 UNDERGROUND DETENTION SYSTEM DETAILS (4 OF 5)

NOT TO SCALE

UNDERGROUND DETENTION SYSTEM DETAILS (3 OF 5)

NOT TO SCALE

2 UNDERGROUND DETENTION SYSTEM DETAILS (5 OF 5)

NOT TO SCALE

TRENCH CONDITION EMBANKMENT CONDITION

LIMITS OF

REQUIRED

BACKFILL

54, 60" TYP.

27""

TYP.

6A21" SEE TYPICAL

BACKFILL DETAIL

NOTES

TYPICAL SECTION VIEW

NOT TO SCALE

5A

DIAMETER (D)

HAUNCH ZONE

BEDDING

FOUNDATION

DIAMETER

6"-10"

12"-48" 54"-96"

INITIAL FILL ENVELOPE 1

2'-6"

PIPE Ø

PLAN

2'-6"

FRONT

TYPICAL MANWAY DETAIL

NOT TO SCALE

TYPICAL ASTM BACKFILL DETAIL

NOT TO SCALE

102"-144"

MIN.

COVER

12" 12" 12" 18"

CORR.

PROFILE

1 1/2"X1/4" 2 2/3"X1/2" 3"X1", 5"X1" 3"X1", 5"X1"

IN SITU

INITIAL BACKFILL

FINAL BACKFILL

PI

PE

Ø

PI

PE

Ø

1' -0

" M

IN

PI

PE

E M

BE

D

M

EN

T

12-1/8" 10-1/4"

12"

RISER

EXTENSION

FLAT BAND SHOWN,

MAY VARY (NO

GASKET)

TECHCO

BAND

ANGLES

STUB HEIGHT

2'-0" RECOMMENDED

1'-0" MIN.

1/2" DIA. BOLT

ELEVATION VIEW OF CMP & RISER

CONNECTION DETAIL

7 1/2" TECHCO SHOWN - MAY VARY

CONNECTION DETAIL

(SBBS)

MAINLINE

PIPE

FLAT GASKET

SINGLE BAR,

BOLT & STRAP (SBBS)

HUGGER

BAND FLAT GASKET

PLAIN END CMP RISER PIPE

2 2/3"x1/2" RE-ROLLED END HEL-COR PIPE

GENERAL NOTES:

1. DELIVERED BAND STYLE AND FASTENER TYPE MAY VARY BY FABRICATION PLANT.

2. JOINT IS TO BE ASSEMBLED PER AASHTO BRIDGE CONSTRUCTION SPECIFICATION SEC 26.4.2.4.

3. BAND MATERIAL AND GAGE TO BE SAME AS RISER MATERIAL.

4. IF RISER HAS A HEIGHT OF COVER OF 10' OR MORE, USE A SLIP JOINT.

5. BANDS ARE NORMALLY FURNISHED AS FOLLOWS:

· 12" THRU 48" 1-PIECE

· 54" 2-PIECES

6. ALL RISER JOINT COMPONENTS WILL BE FIELD ASSEMBLED.

7. MANHOLE RISERS IN APPLICATIONS WHERE TRAFFIC LOADS ARE IMPOSED REQUIRE SPECIAL DESIGN CONSIDERATIONS.

8. DIMENSIONS SUBJECT TO MANUFACTURING TOLERANCES.

12" RISER BAND DETAIL

NOT TO SCALE

GENERAL NOTES:

1. JOINT IS TO BE ASSEMBLED PER AASHTO BRIDGE CONSTRUCTION SPECIFICATION SEC 26.4.2.4.

2. BAND MATERIALS AND/OR COATING CAN VARY BY LOCATION. CONTACT YOUR CONTECH REPRESENTATIVE FOR AVAILABILITY.

3. BANDS ARE SHAPED TO MATCH THE PIPE-ARCH WHEN APPLICABLE.

4. BANDS ARE NORMALLY FURNISHED AS FOLLOWS:

· 12" THRU 48" 1-PIECE

· 54" THRU 96" 2-PIECES

· 102" THRU 144" 3-PIECES

5. BAND FASTENERS ARE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS.

6. ALL CMP IS REROLLED TO HAVE ANNULAR END CORRUGATIONS OF 2-2/3"x1/2"

7. DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES.

8. ORDER SHALL DESIGNATE GASKET OPTION, IF REQUIRED (SEE DETAILS ABOVE).

H-12 HUGGER BAND DETAIL

NOT TO SCALE

A

TEMPORARY COVER FOR

CONSTRUCTION LOADS

HEIGHT OF

COVER

FINISHED

GRADE

CMP

PROTECTION

SLAB

RIM/FINISHED

GRADE

Ø36" MAX., HS-25 ACCESS CASTING

WITH GRADE RINGS AS REQUIRED, TO

BE PROVIDED AND INSTALLED BY

CONTRACTOR. MAY BE TOP MOUNTED

(AS SHOWN) OR RECESSED.

VARIES

24"

30"

CONSTRUCTION LOADS

PIPE SPAN,

INCHES

18-50

12-42

48-72

78-120

126-144

2.0

3.0

3.0

3.5

AXLE LOADS

(kips)

50-75 75-110

MINIMUM COVER (FT)

2.5

3.0

3.5

4.0

3.0

3.5

4.0

4.5

110-150

3.0

4.0

4.0

4.5

CONSTRUCTION LOADING DIAGRAM

NOT TO SCALE

OPENING IN

PROTECTION

SLAB FOR

CASTING

SPECIFICATION FOR CORRUGATED STEEL PIPE-ALUMINIZED TYPE 2 STEEL

SCOPE

THIS SPECIFICATION COVERS THE MANUFACTURE AND

INSTALLATION OF THE CORRUGATED STEEL PIPE (CSP) DETAILED IN

THE PROJECT PLANS.

MATERIAL

THE ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE

APPLICABLE REQUIREMENTS OF AASHTO M274 OR ASTM A929.

PIPE

THE CSP SHALL BE MANUFACTURED IN ACCORDANCE WITH THE

APPLICABLE REQUIREMENTS OF AASHTO M36 OR ASTM A760. THE

PIPE SIZES, GAGES AND CORRUGATIONS SHALL BE AS SHOWN ON

THE PROJECT PLANS.

ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE

UNITED STATES.

MATERIAL SPECIFICATION

NOT TO SCALE

SHALL BE IN ACCORDANCE WITH AASHTO STANDARD

SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 26, DIVISION II

OR ASTM A798 AND IN CONFORMANCE WITH THE PROJECT PLANS

AND SPECIFICATIONS. IF THERE ARE ANY INCONSISTENCIES OR

CONFLICTS THE CONTRACTOR SHOULD DISCUSS AND RESOLVE

WITH THE SITE ENGINEER.

IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR TO

FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES.

INTERRUPTED BAR

REPLACEMENT, SEE

NOTE 6.

HANDLING AND ASSEMBLY

SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE

NATIONAL CORRUGATED STEEL PIPE ASSOCIATION (NCSPA)

INSTALLATION

STANDARD

REINFORCING,

SEE TABLE

ROUND OPTION PLAN VIEW

NOTES:

1. DESIGN IN ACCORDANCE WITH AASHTO, 17th EDITION

AND ACI 350.

2. DESIGN LOAD HS25.

3. EARTH COVER = 1' MAX.

4. CONCRETE STRENGTH = 4,000 psi

5. REINFORCING STEEL = ASTM A615, GRADE 60.

6. PROVIDE ADDITIONAL REINFORCING AROUND

OPENINGS EQUAL TO THE BARS INTERRUPTED,

HALF EACH SIDE. ADDITIONAL BARS TO BE IN

THE SAME PLANE.

STANDARD

REINFORCING,

SEE TABLE

ØB

SQUARE OPTION PLAN VIEW

7. TRIM OPENING WITH DIAGONAL #4 BARS, EXTEND

BARS A MINIMUM OF 12" BEYOND OPENING, BEND

BARS AS REQUIRED TO MAINTAIN BAR COVER.

8. PROTECTION SLAB AND ALL MATERIALS TO BE

PROVIDED AND INSTALLED BY CONTRACTOR.

9. DETAIL DESIGN BY DELTA ENGINEERS, ARCHITECTS

AND LAND SURVEYORS, ENDWELL, NY.

MANHOLE CAP DETAIL

NOT TO SCALE

GASKET MATERIAL

SUFFICIENT TO PREVENT

SLAB FROM BEARING ON

RISER TO BE PROVIDED BY

CONTRACTOR.

Ø CMP RISER 36"

42"

ØB

SECTION VIEW

** ASSUMED SOIL BEARING CAPACITY

ACCESS CASTING NOT SUPPLIED BY CONTECH

ØA

ØB

#4 DIAGONAL TRIM

BAR (TYP. 4 PLACES),

SEE NOTE 7.

#4 DIAGONAL TRIM

BAR (TYP. 4 PLACES),

SEE NOTE 7.

2" COVER

TYP

A

11" TYP.

48"

Ø 4' 4'x4'

Ø 4'-6" 4'-6" x 4'-6"

Ø 5' 5' x 5'

Ø 5'-6" 5'-6" x 5'-6"

Ø 6' 6' x 6'

26"

32"

38"

44"

50"

#5 @ 10" OCEW

#5 @ 10" OCEW

#5 @ 10" OCEW

#5 @ 9" OCEW

#5 @ 9" OCEW

#5 @ 8" OCEW

#5 @ 8" OCEW

#5 @ 8" OCEW

#5 @ 7" OCEW

#5 @ 7" OCEW

2,540 1,900

2,260 1,670

2,060 1,500

1,490 1,370

1,210 1,270

REINFORCING TABLE

Ø CMP

RISER A Ø B REINFORCING

**BEARING

PRESSURE

(PSF)

OPENING IN

PROTECTION

SLAB FOR

CASTING

INTERRUPTED BAR

REPLACEMENT,

SEE NOTE 6.

1' -0

" 8"

1" G

AP

(T

YP

. A

LL

SI

D

ES

2" C

O

VE

R

TY

P.

A

2" COVER

TYP

2" C

OVER

TYP 2" C

OVER

TYP

1A

· BACKFILL REQUIREMENTS FOLLOW THE GUIDELINES OF ASTM A 798.

1. MINIMUM TRENCH WIDTH MUST ALLOW ROOM FOR PROPER COMPACTION OF HAUNCH MATERIALS UNDER THE PIPE. THE TRENCH WIDTH IS THE MINIMUM AMOUNT REQUIRED FOR PROPER INSTALLATION (5.1) AND TO SUPPORT HORIZONTAL PRESSURE FROM THE PIPE (TABLE

#1). THE MANUFACTURER'S SUGGESTED MINIMUM VALUE IS: 1.5D + 12".

1a. MINIMUM EMBANKMENT WIDTH (IN FEET) FOR INITIAL FILL ENVELOPE SHALL BE:

3.0D BUT NO LESS THAN D + 4'0" (TABLE #1).

2. THE FOUNDATION UNDER THE PIPE AND SIDE BACKFILL SHALL BE ADEQUATE TO SUPPORT THE LOADS ACTING UPON IT (6.1).

3. BEDDING MATERIAL SHALL BE A RELATIVELY LOOSE MATERIAL THAT IS ROUGHLY SHAPED TO FIT THE BOTTOM OF THE PIPE, AND A DEPTH OF 1/2" PER FOOT OF FILL HEIGHT (6A), 24" MAX (FIG. #3). THE MAXIMUM PARTICLE SIZE IS NOT TO EXCEED 3" IN DIAMETER (7.1).

4. CORRUGATED STEEL PIPE (CSP) [HEL-COR].

5. HAUNCH ZONE MATERIAL SHALL BE HAND SHOVELED OR SHOVEL SLICED INTO PLACE TO ALLOW FOR PROPER COMPACTION (10.1).

5a. INITIAL BACKFILL FOR PIPE EMBEDMENT TO MEET GW, GP, GM, GC, SW OR SP UNIFIED SOIL CLASSIFICATION SYSTEM PER ASTM D2487, OR APPROVED EQUAL, AND COMPACTED TO 90% STANDARD PROCTOR PER ASTM D698. MAXIMUM PARTICLE SIZE NOT TO EXCEED 3" (9.2). ALL LIFTS SHALL BE PLACED IN A CONTROLLED MANNER, 6" TO 12" IN DEPTH AND COMPACTED BEFORE ADDING THE NEXT LIFT, AND NO MORE

THAN ONE LIFT SIDE-TO-SIDE DIFFERENCE SHALL BE PERMITTED (10.1 & 10.2).

6. INITIAL BACKFILL ABOVE PIPE MAY INCLUDE ROAD BASE MATERIAL (AND RIGID PAVEMENT IF APPLICABLE). SEE TABLE ABOVE.

6a. TOTAL HEIGHT OF COMPACTED COVER FOR CONVENTIONAL HIGHWAY LOADS IS MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE

PAVEMENT OR TOP OF RIGID PAVEMENT (ASTM A796, 11.1).

7. FINAL BACKFILL MATERIAL SELECTION AND COMPACTION REQUIREMENTS SHALL FOLLOW THE PROJECT PLANS AND SPECIFICATIONS PER

THE ENGINEER OF RECORD (11.1, 11.2).

NOTES:

· GEOTEXTILE SHOULD BE CONSIDERED FOR USE TO PREVENT SOIL MIGRATION INTO VARYING SOIL TYPES (PROJECT ENGINEER).

· FOR MULTIPLE BARREL INSTALLATIONS THE RECOMMENDED MINIMUM STANDARD SPACING BETWEEN PARALLEL PIPE RUNS SHALL BE NO

LESS THAN 24" FOR DIAMETERS UP TO 48". FOR DIAMETERS > 48", THE MINIMUM SPACING IS DIAMETER/2 OR 36", WHICHEVER IS LESS (ASTM A796,19.1)

· CONTACT YOUR CONTECH REPRESENTATIVE FOR NONSTANDARD SPACING.

48"Ø to 90"Ø FITTING REINFORCEMENT

MAY BE REQUIRED BASED ON HEIGHT OF

COVER AND LIVE LOAD CONDITION

FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER THE TOP OF THE PIPE. THE HEIGHT-OF-COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW.

THE USE OF HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED

GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC.

*MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL COVER REQUIRED TO AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO

THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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U.S. Department of Veterans Affairs

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