W912P520R0004 TPlans Folio 4 of 4 - RTA_Part4.pdf

PDF 11 MB Posted Apr 20, 2021

Attached to: Kentucky Lock-Downstream Lock Monolith Construction Federal contract opportunity
Solicitation number: W912P520R0004
Issued by: Department of the Army Corps of Engineers Engineering District Nashville

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details regarding a federal contract solicitation for construction of downstream monoliths for the Kentucky Lock project. The U.S. Army Corps of Engineers Nashville District intends to issue a request for proposal for a firm-fixed price construction contract. The scope of work will involve constructing the downstream monoliths for the Kentucky Lock in Grand Rivers, Kentucky. A pre-proposal site visit will take place on May 4th with a video conference presentation, and an organized site visit is scheduled for May 6th at the specified location. Offerors are required to register for these site visits by April 30th by providing attendee information to the listed points of contact. Security access forms and documentation may be required depending on citizenship status. The sole point of contact for any questions is also provided.

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Other files for this federal contract opportunity

Other files attached to Kentucky Lock-Downstream Lock Monolith Construction, newest first.
File	Type	Posted
W912P520R0004-0003.pdf	PDF	Jun 3, 2021
W912P520R0004-0003 TechChanges Amendment.pdf	PDF	Jun 3, 2021
W912P520R0004-0003 TSpecs Amendment.pdf	PDF	Jun 3, 2021
W912P520R0004-0003 REV Bid Schedule Amendment .pdf	PDF	Jun 3, 2021
W912P520R0004-0003 TPlans Amendment.pdf	PDF	Jun 3, 2021
W912P520R0004-0003 KYL DS Cofferdam Grouting Amendment.pdf	PDF	Jun 3, 2021
W912P520R0004-0003 KY Lock Project_Water Testing Data_ Sep2020 Amendment.pdf	PDF	Jun 3, 2021
KYL_Lock DSLM_6May2021_Site Visit Contractor Sign In Sheets.pdf	PDF	May 10, 2021
W912P520R0004-0002.pdf	PDF	May 10, 2021
KYL_Lock DSLM_4May2021_Contractor List.pdf	PDF	May 10, 2021
KYL_Lock DSLM_4May2021 PreBid Presentation.pdf	PDF	May 10, 2021
W912P520R0004_Price Schedule_Amendment 0001.xlsx	XLSX spreadsheet	Apr 29, 2021
W912P520R0004_TSpecs_App B_Amendment 0001_Part1.pdf	PDF	Apr 29, 2021
W912P520R0004-0001.pdf	PDF	Apr 29, 2021
W912P520R0004_TSpecs_App A_Amendment 0001.pdf	PDF	Apr 29, 2021
W912P520R0004_TSpecs_Amendment 0001.pdf	PDF	Apr 29, 2021
W912P520R0004_TSpecs_App B_Amendment 0001_Part2.pdf	PDF	Apr 29, 2021
W912P520R0004_TSpecs_App B_Amendment 0001_Part3.pdf	PDF	Apr 29, 2021
W912P520R0004_Kentucky Lock Downstream Monolith.pdf	PDF	Apr 20, 2021
W912P520R0004 TSpecs RTA.pdf	PDF	Apr 20, 2021
Directions to USACE West Kentucky Resident Office.pdf	PDF	Apr 20, 2021
W912P520R0004 TSpecs App A - RTA.pdf	PDF	Apr 20, 2021
W912P520R0004 TPlans Folio 3 of 4 - RTA.pdf	PDF	Apr 20, 2021
W912P520R0004 TPlans Folio 4 of 4 - RTA_Part1.pdf	PDF	Apr 20, 2021
W912P520R0004 Price Schedule.xlsx	XLSX spreadsheet	Apr 20, 2021
WD KY20210061 dated 19 Feb 2021.pdf	PDF	Apr 20, 2021
W912P520R0004 TPlans Folio 1 of 4 - RTA.pdf	PDF	Apr 20, 2021
W912P520R0004 TPlans Folio 2 of 4 - RTA.pdf	PDF	Apr 20, 2021
W912P520R0004 TPlans Folio 4 of 4 - RTA_Part2.pdf	PDF	Apr 20, 2021
W912P520R0004 TPlans Folio 4 of 4 - RTA_Part3.pdf	PDF	Apr 20, 2021
W912P520R0004 TPlans Folio 4 of 4 - RTA_Part5.pdf	PDF	Apr 20, 2021

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58' 52'

31'

13 14

154kV

636,000 Cm 26/7 ACSR, 4000# D.T, 1/4" Ice. 8# w;nd @ 15'F-803' R.S. 636,DOO Cm 26/7 ACSR 9000# Tens;on 1/2# Ice, 8# w;nd @ O'F 1400' R.S. I 636,000 CMIL 26/7 ACSR, 5,5001 OT, 8H WIND, l" ICE, 600' RS (c ;62.91 .. 12oi: , CLASS 2 POLE UNLESS OTHERWISE SPECIFIED ON PLAN & PROFILE 7 /16" H.S. Steel G.W. 6000# 1ens;on 1/2" Ice, 8# w;nd @ O"F 1400' RuHn9 Span.

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, 0: . - ~ 'ii)

FIELD BOOKS

KENTUCKY HYDRO SW. YD.

31' 31. 31' 31' 31' 15 16 17 18 19

69k ! SW. STR.

SIDE: Hill FT_ RIGHT .i, , .!:; r CD lf1 ,.-, 00.yfW ,_ 4 ' ..- - ~ 0 '>v> ~ (() <t ~a: ~NIH SIDE HILL PLOTTED J.E.A. -14-44 CHECKED M.J.H. 4-14-44 SIDE HIU 16 FT. lEFT !3 ·c::~ . . _i f") ~ ..... ~DI:! O'l a.:

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7'-9" LIVINGSTON COUNTY, KY.

SECOND MAGISTERIAL DISTRICT

r; - :l'Olt- 5' Log w.o. 93-92-43134

MARSHALL COUNTY, KY.

SECOND MAGISTERIAL DISTRICT

Ill Ill I Ill

II\ \\\ 11 I ?'II\

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Str. 10 S-3 70 Sta. 43+37.0 u

11'-6" ,.__

2-Dou. Guy (Eo. Hole)

2-Dou. Guy (Ea. Hole)

~A"

61+.53.00 Pl b.=14"10' Rt.

EQUATION

67+45.80 LB=

3126+ 10.00 LA

L'i=14°10'Lt.

3118+035.50 ll=65°55'Lt.

US-TVA

KDM-6

--.. J09J+o (GIR-253-252-251) """--.::::-~....... 4 t F'/d. Rd ,_ .

- - 3092+91 W.E.

STR. 3, SAS-1 G 65

LIGHTNING ARRESTER INSERT

(NTS)

Detail "A"

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Lw-2284s1 AUTOCAD 400

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Detail of Concrete Footing See MC-15778 Sheet 1 Detail of Setting Plan See MC-15778 Sheet 1

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Alcoa 5127.103

4" x 4~ x ~· Copper B<Jr Drill to Fit 636 Mcm J. T.

Braze to Copper Tube

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1 1 For Detail of Concrete Footing See MC-15716 Sh. 18.2 ~ I/ 1 For Detail of Setting Plan See MC-15718 Sheet. 3 7; 31 ; 03

I 3250

,o;,,--

15+03.00 Pl L'i=67°32'Lt.

DETAIL "A'

2-G.W.D.E.

6000#

ISSUE

44E25 44A74 w.o.

Sir. 3 Was SS-1 55 Al Sto. 17+10 7/31/03 JMM res ers o r. . 9-1.3-02 CMB

REVISION DATE SIG.

JMM

ISSUE

33340 33340 33340

33046

42599

W.O.

Cull.

Redrawn to Cod Format Added Steel Arm Str. 8

Rev. Insulators Back on Str. 17

Rev. for Recond. From Ky. Dcm-Str.17 Revised Sub. Title

.u .

REVISION

2-29-9 HMS

7-15-94 VLH

8-5-71 ELB

7-2-71 LW

7-27-70 LW

11-3-67 CRP

6-1-62 OL

3-6-61 HSS

DATE SIG.

Cult. 1....,'/ ,,..

8 43483

ISSUE w.o.

Added Sou1h Loo Chg'd. Beys at Ky. Dam

Remove Temp. Lines Temp. Ky. Dom-Murroy T.L. Added

Revised Sta. Trs. 1 &. 2

Added Equotlon & Changed Stations

Final Numbers Added

Chonged Severonce Line Changed End. Sta. in Title Block

REVISION

2nd.

River------

Magisterial District ~---

COUNTY

2nd, Magisterial District.

310h65 W.E.

U.S.-T. V.A.

KDM-5

(KM- 286-287)

(New) f." H.S. Steel G.W

Kentucky JS Y. HYDRO

SCALE

1" = 400' HOR.

!" • 40' VERT.

w.o. DATE

6-28-44

Str. No. 17 H-14 60

Sta. 3118+35.5

APPROVED

FOR RIGHT or WAY Phillip B. Miil roR STAKING STRUCTURES T E Chester

Str. No. 20

H-14 60

S't.o. 3076+50.0 L.B

WTS

6-20-44 FOR CONSTRUCTION T E Chester AHS WTS

-23-51 RSH

11-9-49 HCJ

4-10-47 OBF

3-26-47 NLB

9-11-45 TWL

8-30-45 PWH

7-27-44 TWL

7-14-44 P\o\11-1

-28-44 OBF

TENNESSEE VALLEY AUTHORITY

KENTUCKY DAM-MURRAY

TRANSMISSION LINE

STA.0+00 TO STA. 3080+00

SURVEY

C.E. BR. TOPO. PROP.

DRAWN: OBF 06F

TRACED: OBF-JEA OBF-JEA

1RANS. UNE

OESIGN

SUBMITTED

Phillip B. Mill

DATE April 10, 1944

SHEET 1 OF 15

DATE SIG CHECKED: JEA JEA

· "-=co=.,,=.=c~r,--t--~R~JT..---11-~RJ~T;--t-----, APPROVED

W302

LW-2284

PROFlEL SIG. DA TE SIG. DA TE PROFILE LEGEND FIELD BOOKS

CENTER LINE PLOTTED H.A.P. 2-24-49 CHECKED J.D.P. 2-24-49 CENTER LINE 266.8 CMIL 26/7 ACSR, 3,0006 DT, 81 WIND, l" ICE, 436.2' D.E. SPAN (c,,,.=74.5) T- 1087, 1064

SIDE HILL 15' FT. RIGHT ___ _

SIDE HILL PLOTTED H.A.P. 2-24-49 CHECKED L.W. 2-24-49 SIDE HILL 15' FT. LEFT ------ 1-i" HS Steel GW, 2,5006 DT, 81 WIND,)" ICE, 436.2' D.E. SPAN (C,,O'F=60.4) (NORTH SIDE) ~-T~ 132• 1172

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,.~ ·-- ., __ ·-,--- ·r ·--;·-- .. ,. -- ,.-· .. ,. ·'·- - - -~- ·-- ! - -1 • • , ·- --, - _..... ~· ~ 2-GW 161 KV Insulation GW

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, ... ,,. .. ·"a W N , . - V '{;)' .

I.() N Q_, ......... 1· 0 E fs''. ~S. STEEL ~.'I{., 2,51JO#'.D.J; (HiL.) _ ' ---1--

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~I Nw-i_~ - i ~ -~:::-i:Q~.--- ~- N < . ~-- ... -

(l) I __ ?Pan '._Ten~_. 536# 52_8# - _520# ~0.0# 494# - 4159#

2~-3' . _2_5_&' 25,9'.

- i

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, Teo~i_on 830# __ 81p# 800# __ ?_BP# _7_5_5#_. __ 730# _ 702# _6~'5# __ .. __

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' _l • - 29.7' . --1 - . Sag, - "" . ~ . - - - , -

1007.5 sog. 33.2' - _34.1' 34_.8' _3~T 3$.4' 37.3 . 3s.o:_ 38,.a' STRINGING SAGS AND TENSIONS (FINAL)

266.8 CMIL 26/7 ACSR, 3,0006 DT, 88 WIND, 1" ICE, 436.2' D.E. SPAN

SPAN TEMP 30• 40• so· 60' 70· so· 90• 1 oo·

TEN 759# 755# 745# 735# 728# 7191 7108

: Aluf"oweld (3No6) .w., 2 0#, 0. _1000' .s.: 436,2' SAG 11.1 11.4 11.6 11.7 11.9 12.1 12.2 12.4

Ien. _1020# .. 995~ _ 975fi_ 915~ .. 900f1 885# - - ',--·- -- - STRINGING SAGS AND TENSIONS (FINAL)

~" HS

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INSERT

KENTUCKY HYDRO SW. YARD

Scale: 1"=200'

LW-3068-1 AUTOCAD 400

MPEWSEY 9 /11/2008 12: 4 7 PM

Str.

~<;),... STR . .3 g" Conductors

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5' LT. OF

1, \\ 108'31' 19+39,2 ¢. Q. L1=49.35'Rt.

v,.. ts -1; ey..

~~ 1,, o_, '"%, 6"

DETAIL "A"

S'- 12 KV

-17 140 \ ,,..----<; 7+27.3 L.B.=

7+00 L.A.

STR. 2

H-17 64 15+03.0 ll= 15'50'Rt

5'Log

I< r\ ctro

t. sur"-

PLAN

10 H-5 60 50 50 (Spec.)

Sta. 66+07.5 LB

=71+00.0 LA

4'-0" c, I

Guy

I ' u

2-GWDE (Pole 1)

_I c._ s.H.G.

S.H.G. _

12'-6"

' ' ' ' u

12'-6"

' I u

Sing. Guy (Pole 1)

Sing. Guy 1.f ole 1) 1e" H.S. Steel Guys

5' Logs

Bock

Str. 10 H-5 60 50 50 (Spec.)

Sta. 66+07.5 LB

= 71+00.0 LA

To K . H dro Surve

Outside Cond.

' ' I :

u w ci

2-GWDE (Pale 1)

NOTE:

LIVINGSTON

DETAIL "8''

EQUATION ON TANGENT

7+27.3 L.B.

=7+00.0 L.A.

'b.

Sta. 15+03.0 Ky. Hydro-Lyon Survey is under middle X-arm east side of Tower #2

COUNTY, KENTUCKY

15+03.0P.I.

ll=15.50'Rt.

19+39.2P.1.

ll=49°35'Rt.

US-TVA

KDC-1

(G1R-294)

See Sc-48724 Plate For Spec. Susp.

.90· l Sur~----t Sury.

EQUATION

3 2 + 3 7, 5L. B. = p. I. Barl<o1¥- ti)IQ!'.Q.../il. {.So • .) ..

29+30.0L.A. H dro .... -------,"=======-- -=-- 55+00.0P.I.

ll=16.27'Lt. _1$.Y~tt- ______ .,.. ll=1°57'Lt.

Sing Guy ft" Guys

Str. 6 E 24 60 Sta. 32+37.5 LB

=29+30.0 LA

.s>

\I s. x \ \ C5'x" :t0' I I '1 '<S- I I

EQUATION

66+07.5L.B.= P.I.

71+00.0LA.

ll=62.35'Rt.

KENTUCKY HYDRO-LYON CEO

12 44E26

Str. 3 Was H-5 60 60 60. Added 100 Weights on on 'A' Phase on Str. 4.

Redrawn to CAD format

7 /31/03 JMM

1-16-98 HMS

SCALE

1" ~ 400 HOR.

1" "' 40' VERT.

w.o. DATE

6/20/47 FOR RIGHT OF WAY

APPROVED

J, V. Dappert AGS.

10 32982 Rev. t. From 19+39.2 To 71+00.0 L.A. 12-29-67 RFM 10/3/49 FOR STAKING STRUCTURES T. E. Chester OTA HEJ ACP

33105 38529

42590

42807 J-1163

A3483

Rev. for Relocation

Rev. Ky. Dam-Nashville 161kV.

Added Sub Title

Added finol str. nos

Added O.H.G. W. to insert

Deleted 12kV. Temp. Tie

3-6-68 RWL

5-18-67 LW

2-9-61 CRP

2-9-61 DDP

7-25-56 RAP

3-23-51 RSH

2-21-50 VCM

1-12-50 HCJ

10-20-49 GMG

10/28/49 FOR CONSTRUCTION T. E. Chester

TENNESSEE VALLEY AUTHORITY

KENTUCKY DAM-CADIZ

TRANSMISSION LINE

STA. 0+00 TO STA. 70+00

AHS OTA HEJ AC

~R~e~vi~se~d:._.::C~on~d~u~c~to~r~C~r~os~s~in~gc_.::fo~r~K~y_:Do~m~-_::,Ca~lv~e~rt:,..:.16~1~-~k~V-T~.=L·~-~-~-.,2&'-.fie:'..2 . .j------r----,----,.-~~:;-;;-;;;;;;:;::;;:;;---------,.-------------i l3 I I TASK SUBMITTED APPROVED LATEST SUBMITTED 10 23 08 44L75 DCN L5710-08-1 TMM MCP EPR 80 BWG MAS KDX

WORK ENV. DATA MARK A. SMITH, P.E.

DATE Morch 9, 1949

REV DATE OCN NUMBER DSGN ORWN CHKD TECH PROJ SUBM. APPD t~~=t::===11----t-1A'w;r-/;;;PR,W,'i1 ______ __:_ _ _::::_-j__:'S:'.:H~E~ET~_J-_.:O~F~--1~4:!._ _ __,!

1--....1..._,,.....,,.,....,"""'~.L..--"'DR~D~ER;.......L~~~,.--,,=-c.L.-.,L--L..,.,.---..J~S~U~PV:..L~E~NG:e.,..i~~L-~+.eSU~R~V~EY'---l-----l-------lLATEST APPROVED

DOCUMENT CLASS DOCUMENT l'fPE DOC. STATUS PLOT SCALE; FLO. SURVEY

TRANSMISSION PLAN AND PROFILE ACTIVE 1" = 400' T.L. DESIGN LW-3068 R13 K.D. XOINIS

12-01-15

2 LINE POST

LEGEND / (ALTERNATES)

TUBULAR ROLL FORMED

BRACE BAND AND TENSION BAND

8 NOT REQUIRED

NOT REQUIRED

TERMINAL POST &

CORNER POST

LINE POST

H - COLUMN

CLASS ''B'' CONCRETE (TYP)

BARBED WIRE ARMS BARBED WIRE ARMS

BARBED WIRE BARBED WIRE

TOP & BRACE

RAIL

FOR DIMENSIONS

SEE END POST

X XXXXXXXXXXXXX

X X X X X X X X X X X X X X X X

PULL POST

INTERMEDIATE

CORNER OR

~ NOTES ~

BRACE AND TRUSS

TRUSS TIGHTENER

OVER CLAMP

CAP OR FITTED

ROLL FORMED

DETAIL ''A''

X X

1 END POST

POST

END1

5 2 LINE POST

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

SEE DETAIL ''A''

CONNECTOR

ROLL FORMED HOT ROLLED ROLL FORMED

FLAT TENSION BAR

1'-6''

2''

1'-0''

1?"

1¼''

10'-0'' MAX.10'-0'' MAX.

3½''

2¼''

0.080''

0.135''

1?''

?'' DIA. TRUSS ROD AND TIGHTNER ?'' DIA. TRUSS ROD AND TIGHTNER

BRACE

1¼'' x 1?''

ALL POSTS SHALL BE SET IN CONCRETE TO THE DIMENSIONS SHOWN ON THIS DRAWING.

A 1¼'' NPS OR A 1¼'' x 1?'' ROLL FORMED SECTION, BOTTOM RAIL SHALL BE REQUIRED AROUND

ALL UTILITY INSTALLATIONS AND AT OTHER LOCATIONS DESIGNATED BY THE ENGINEER.

8' HIGH FENCE SHALL HAVE 7' FABRIC HEIGHT. 9' HIGH FENCE SHALL HAVE 8' FABRIC HEIGHT.

10' HIGH FENCE SHALL HAVE 9' FABRIC HEIGHT. 11' HIGH FENCE SHALL HAVE 10' FABRIC HEIGHT.

12' HIGH FENCE SHALL HAVE 11' FABRIC HEIGHT.

NPS = NOMINAL PIPE SIZE - ASTM F1083 AND F1043 (HEAVY INDUSTRIAL FENCE) SHALL GOVERN.

2½'' NPS END POST

2'' NPS LINE POST

1¼'' NPS TOP RAIL & BRACE

3½'' X 3½'' END POST

2¼'' H-COL. LINE POST

1¼'' x 1?'' TOP RAIL & BRACE

EXCLUDE MOISTURE FROM INSIDE THE POSTS AND RAILS.

POST CAPS AND SOCKET TYPE BRACE END CONNECTIONS SHALL BE GALVANIZED PRESSED STEEL, CAST

IRON OR OTHER TYPE AS APPROVED BY THE ENGINEER. THEY SHALL BE DESIGNED IN A MANNER TO

RFC-002-05

10.

11.

12.

13.

14.

BID ITEMS AND UNIT TO BID

LFCHAIN LINK FENCE

CUYDCONCRETE-CLASS B

8' TO 12' HIGH

CHAIN LINK FENCE

ALL FENCE FITTINGS SHALL COMPLY WITH ASTM F626.

STATE HIGHWAY ENGINEER DATE

DATEDIRECTOR DIVISION OF DESIGN

SUBMITTED

APPROVED

DEPARTMENT OF HIGHWAYS

KENTUCKY

STANDARD DRAWING NO.

LEGEND / (ALTERNATES)

TUBULAR ROLL FORMED

BARBED WIRE ARMS

BARBED WIRE9

APPROVED CAPS

X X X X X X X X X X

X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X XXXXXXXXXX X X X X X X X

X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X

ALL WELDED JOINTS SHALL BE CLEANED AND PAINTED WITH TWO ( 2 ) COATS OF ALUMINUM PAINT.

VARIABLE 11

7 7 7 7

CLASS ''B'' CONCRETE (TYP.)

10''

LOCKING DEVICE CATCH

CENTER LOCKING DEVICE4

X X X X X X

10 9

ALL POST SHALL BE SET IN CONCRETE TO THE DIMENSIONS AS INDICATED ON THIS DRAWING.

HINGE DETAIL

ROLL FORMED

OR SHALL BE MACHINE NOTCHED, AND ELECTRICALLY WELDED SO AS TO BE RIGID AND WATER TIGHT;

ALL FENCE FITTINGS SHALL COMPLY WITH ASTM F626.

VEHICULAR AND PEDESTRIAN GATES SHALL HAVE HEAVY PRESSED STEEL CORNERS SECURELY RIVETED

FLAT TENSION BAR

2'-0''

1'-6''

1'-6''VEHICULAR GATE (4' AND 6' HIGH FENCE)

4' HIGH GATES SHALL HAVE 4' FABRIC HEIGHT. 6' HIGH GATES SHALL HAVE 6' FABRIC HEIGHT.

8' HIGH GATES SHALL HAVE 7' FABRIC HEIGHT. 9' HIGH GATES SHALL HAVE 8' FABRIC HEIGHT.

10' HIGH GATES SHALL HAVE 9' FABRIC HEIGHT. 11' HIGH GATES SHALL HAVE 10' FABRIC HEIGHT.

12' HIGH GATES SHALL HAVE 11' FABRIC HEIGHT.

(8' TO 12' HIGH FENCE)

DETAIL ''A''

(8' TO 12' HIGH FENCE)

DETAIL ''B''

END POST 2½'' NPS

GATE POST 3½' NPS

GATE FRAME 1½'' NPS

1¼'' NPS

BRACE BAND AND TENSION BAND NOT REQUIRED

NOT REQUIRED

BARBED WIRE ARMS

BARBED WIRE

NOT REQUIRED

NO ALTERNATE

VARIABLE 12

1'-6''

(4' AND 6' HIGH FENCE)

PEDESTRIAN GATE

3½'' X 3½''

CHAIN LINK GATE

4' TO 12' HIGH

RFG-005-06

~ NOTES ~

INDUSTRIAL FENCE) SHALL GOVERN.

NPS = NOMINAL PIPE SIZE - ASTM F1083 AND ASTM F1043 (HEAVY

CERTIFIED BY THE ENGINEER.

THE CONTRACTOR IS NOT TO ORDER GATES UNTIL THEIR NECESSITY AND LOCATION HAVE BEEN

BID ITEMS AND UNIT TO BID

EACHSINGLE VEHICULAR CHAIN LINK GATE

EACHDOUBLE VEHICULAR CHAIN LINK GATE

EACHPEDESTRIAN CHAIN LINK GATE

CUYDCONCRETE-CLASS B

4' TO 6' WIDTH. SEE ELSEWHERE IN PLANS FOR GATE HEIGHT.

6' TO 13' WIDTH FOR SINGLE GATE OR 12' TO 26' WIDTH FOR DOUBLE GATE. SEE ELSEWHERE IN PLANS FOR GATE HEIGHT.

14.

15.

3'-0'' FOR 4' FENCE OR 3'-6'' FOR 6' FENCE. 2'-6'' FOR 4' FENCE OR 3'-0'' FOR 6' FENCE.

16.

17.

18.

19.

20.

21.

AND EQUIPPED WITH A PADLOCKING DEVICE AND GROUND STOP.

BARBED WIRE IS REQUIRED ON 8' TO 12' HIGH GATES. SEE DETAILS A AND B FOR INSTALLATION.

STATE HIGHWAY ENGINEER DATE

DATEDIRECTOR DIVISION OF DESIGN

SUBMITTED

APPROVED

DEPARTMENT OF HIGHWAYS

DOWNSTREAM DIKE COMPLETE AND IN PLACE IS INCLUDED IN THE CONTRACT UNIT PRICE OF THE INLET.

SODDING IS NOT INCLUDED.

PRIMARY USE (ROADSIDE DITCH LOCATION)NOTE:

BILL OF REINFORCEMENT

NO. OF BARS

40 OR 56

25 OR 40 #4

SIZE LENGTH

#5 3'-0''

4'-0''

APPROX. SPACING

1'-0'' C TO C

AS SHOWN

BAR

B BAR

CONCRETE

APRON

WATER FLOW

DITCH LC

A BAR

B BAR

A BAR

B B

PLAN VIEW

A BAR

6:1

SLOPE

SECTION B-B

A BAR

CONSTRUCTION

JOINT PERMITTED

5 5

CONSTRUCTION

JOINT

A BAR

B BAR B BAR

SECTION A-A

TYP

A BAR DETAIL

6''

8'' 8''

8''

6''

9''

6''

SECTION D-D

DETAIL OF GRATE

(TWO REQUIRED)

6:1 SLOPES ARE WITH REFERENCE TO DITCH GRADE.

TYPE

SAG

GRADE

2% MIN.

M I N

RATE OF INCREASE OR DECREASE 0.36 CU. YD. PER FOOT IN HEIGHT.

DEDUCT APPROX. 0.1 CU. YD. OF CONCRETE PER PIPE.

3'-3½"

3'-4?''

1''

3'' 3'' 3'' 1?''3?''

1'-5?''

2¾''

1'-6''

4'-0'' 4'-4''

3'-0''

2''

15''-18''-

24'' PIPE

2'' 2''

2'-0''

2''

1'' SLOPE

3'-0''

4'-4''

STR. STEEL WTS.

TOTAL FRAME

265 LBS

TYP

DETAIL OF FRAME

6:1 S

LOPE

DIKE

VARIABLE

FUNCTION OF GRADE

6:1 SLOPEFLOW LINE

OF DITCH

SOD

SECTION OF DIKE

TYP

1 GRATE

1'-6''

2'-0''

2¾'' x ?'' x 3'-4½''

3'' x 2½" x ?'' x 3'-0¾''

1'' x 1'' x?'' x 8'' (MIN.)

51 LBS

B BAR

5 A BAR

SECTION C-C

6''

2'-0'' 1'-6''

2'-0'' 4'-4'' 2'-0''

APPROX. QUANTITIES

3 BOX STEEL

CONCRETE REINF.

4.4 CU. YD.

3'-9''

282 LBS

192 LBS3.4 CU. YD.

RDB-001-12

~ NOTES ~

GRATE, AND PROVIDE A CONCRETE APRON ON EACH SIDE OF THE INLET.

WHEN A BOX INLET IS PLACED IN A SAG, OMIT THE EARTH DIKE AND LONGITUDINAL SLOPE OF THE

THE BOX. SODDING IS NOT INCLUDED.

COMPACT THIS VOLUME WITH D.G.A. BASE OR GRAVEL BASE AND INCLUDE IN THE UNIT PRICE OF

BID ITEM AND UNIT TO BID

EACHDROP BOX INLET TYPE 1

TYPE 1

INLET

DROP BOX

132.5 LBS

STATE HIGHWAY ENGINEER DATE

DATEDIRECTOR DIVISION OF DESIGN

SUBMITTED

APPROVED

DEPARTMENT OF HIGHWAYS

PLAN VIEW

A BAR

6:1 S

LOPE

SECTION B-B

A BAR

B BAR

SECTION A-A

SECTION C-C

A BAR DETAIL

APPROX. QUANTITIES

3 BOX STEEL

TYPE CONCRETE REINF.

SAG

GRADE

A BAR

BILL OF REINFORCEMENT

BAR

SIZE LENGTH APPROX. SPACING

AS SHOWN

NO. OF BARS

CONCRETE

APRON

WATER FLOW

DITCH LC

A BAR

B BAR

A BAR

B B

6''

6'' 6''

8''

6''

9''

AS SHOWN

4.8 CU. YD.

6''

8''

PIPE

6'' MIN.

STR. STEEL WTS.

1 GRATE TOTAL FRAME

DETAIL OF FRAME

TYP

6:1 S

LOPE

DIKE

VARIABLE

6:1 SLOPE FLOW LINE

OF DITCH

SOD

SECTION OF DIKE

C BAR

B BAR

C BAR

B BAR

D D

SECTION D-D

DETAIL OF GRATE

(TWO REQUIRED)

44 OR 60

9 OR 18

5 55

6:1 SLOPES ARE WITH REFERENCE TO DITCH GRADE.

C BAR

2% MIN.

6''

16 OR 22C

3'-9''

3.9 CU. YD. 212 LBS

303 LBS

3'-0''

3'-9''

4'-9''

1'-0'' C TO C

1'-6''

2'-0''

2'-0'' 4'-4'' 2'-0''

1'-6''

2'-0''

2'' 2''

2''

2'-0''

2''

1'' SLOPE

3'-0''

4'-4''

4'-3½"

4'-4?''

1?''3''3''3''

1''

3?''

1'-5?''

2¾''

1'' x 1'' x ?'' x 8'' (MIN.)

3'' x 2½" x ?'' x 3'-0¾''

2¾'' x ?'' x 4'-4½"

1'-6''

2''

8'-0'' MAX.

4'-0'' 5'-4''

4'-0''

30''-36''

RATE OF INCREASE OR DECREASE 0.41 CU. YD. PER FOOT IN HEIGHT.

0.3 CU. YD. OF CONCRETE FOR A 36'' PIPE.

DEDUCT APPROX. 0.2 CU. YD. OF CONCRETE FOR A 30'' PIPE AND

DOWNSTREAM DIKE COMPLETE AND IN PLACE IS INCLUDED IN THE CONTRACT UNIT PRICE OF THE INLET.

SODDING IS NOT INCLUDED.

RDB-002-12

NOTE: PRIMARY USE (ROADSIDE DITCH LOCATION)

~ NOTES ~

THE BOX.

COMPACT THIS VOLUME WITH D.G.A. BASE OR GRAVEL BASE AND INCLUDE IN THE UNIT PRICE OF

GRATE, AND PROVIDE A CONCRETE APRON ON EACH SIDE OF THE INLET.

WHEN A BOX INLET IS PLACED IN A SAG, OMIT THE EARTH DIKE AND LONGITUDINAL SLOPE OF THE

BID ITEM AND UNIT TO BID

EACHDROP BOX INLET TYPE 2

TYPE 2

INLET

DROP BOX

JOINT PERMITTED

CONSTRUCTION

TYP

FUNCTION OF GRADE

CONSTRUCTION

JOINT

170 LBS 340 LBS 58 LBS

STATE HIGHWAY ENGINEER DATE

DATEDIRECTOR DIVISION OF DESIGN

SUBMITTED

APPROVED

DEPARTMENT OF HIGHWAYS

ALL SKEWS

18'' - 24'' - 30'' - 36''

BOX INLET - OUTLET

SLOPED AND FLARED

4'' TYP

8''

P c b

NO. 1

GRATE

NO. 2

GRATE

W a a a

PLAN VIEW

4:1 SLOPE A

6''

4''

8''

JOINT REQUIRED

CONSTRUCTION

WHEN ENCOUNTERED.

AT ROCK LINE

CUT OFF TOE WALL

b a a

8''a

ELEVATION VIEW

THE MINIMUM REQUIREMENT FOR REINFORCING STEEL SHALL BE GRADE 40.

FIELD BENDING WILL BE PERMITTED.

ONE ADDITIONAL c BAR WILL BE REQUIRED FOR EACH 15° SKEW.

TOE OF SLOPE

0° SKEW

CONDITION NO. 1

1° TO 30° SKEW

CONDITION NO. 2

GREATER THAN 30° SKEW

CONDITION NO. 3

NORMAL SLOPE

EXTEND TOE OF

REA

NORMAL

SLOP

ARP

SLOP

PLAN VIEW OF STRUCTURE LOCATIONS

OF SLOTS FOR GRATES

DETAIL SHOWING LOCATION

B C

A, B FOR 2 GRATES

A, B, C FOR 3 GRATES

A, B, C, D FOR 4 GRATES

15° SKEW

30° SKEW

c cc

4''

2''x4''x4''

TOP SLOT 2''x6''x4''

SLOT OR SLOTS

INTERMEDIATE 2''x4''x4''

BOTTOM SLOT

3''

2''

3''

2'-0''

3''

OF 18'' OR 24'' STRUCTURE

PICTORIAL VIEW

DIMENSIONS

P H L S R V W A B C D

18''

24''

30''

36''

3'-0''

3'-7''

4'-2''

4'-9''

8'-6''

10'-8''

12'-10''

15'-0''

8'-9?''

11'-0''

13'-2¾''

15'-5½"

2'-11½"

3'-6½"

4'-1½"

4'-8½"

3'-7½"

4'-5½"

5'-3½"

6'-1½"

7'-3''

8'-11''

10'-7''

12'-3''

1'-9''

2'-9''

1'-9''

REQ'D.

GRATES

NO. OF

2' 3'

NO. 4 REINFORCEMENT BARS

a b c

1.8

2.7

3.8

5.1

14 @ 6'-5'' 3 @ 8'-6'' 2 @ 2'-8''

20 @ 11'-4''

CONC.

CLASS

16 @ 8'-0'' 3 @ 10'-6''

3 @ 12'-9''

3 @ 15'-0''

2 @ 3'-3''

2 @ 3'-10''

2 @ 4'-5''

NUMBER - LENGTH AND WEIGHT

RDB-106

USE WITH CUR. STD. DWG.

''†'' IS THE CONCRETE PIPE WALL THICKNESS OR METAL PIPE CORRUGATION DEPTH.3.

RDB-105-06

2 c BAR DETAIL FOR 15° AND 30° SKEW

~ NOTES ~

BID ITEM AND UNIT TO BID

EACH ?IN (SIZE OF PIPE)S & F BOX INLET-OUTLET -

CU.YDS.LBS.

STATE HIGHWAY ENGINEER DATE

DATEDIRECTOR DIVISION OF DESIGN

SUBMITTED

APPROVED

DEPARTMENT OF HIGHWAYS

KENTUCKY

https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdb106.PDF

~ NOTES ~

TYP

RDB-105

USE WITH CUR. STD. DWG.

GRATE BAR NO. 1 BAR NO. 2 BARS NO. 3 BARS NO. 4

STEEL

LBS. STRUCTURAL

18''

24''

30''

36''

NO. SIZE LENGTH LENGTH LENGTH LENGTHNO. BARS

GRATE

EACH

TOTAL

2 2'-0''

2'-6½"

3'-7?''

3'-5¾''

4'-6?''

1'-10''

1'-10?''

2'-0''

3'-0''

2'-0''

2'-10?''

2'-10?'

2'-10?''

2'-10?'

1'-10?''

1'-10?''1'-10''

1'-10''

2'-10''

4'-6?"

6'-1?''

5'-1½"

6'-8?"

7'-9¾''

5'-8½"

7'-3?''

8'-4¾''

9'-5?''

3'-1½"

4'-8½"

3'-8½"

5'-3½"

6'-10½"

4'-3½"

5'-10½"

7'-5½"

8'-6?''

TYPICAL GRATE

OF STRUCTURE

INSIDE EDGE

BAR NO. 4

3'' TYP.

BAR NO. 2

BAR NO. 4

BAR NO. 1

c a b

NO. 3

BAR

OF STRUCTURE

INSIDE EDGE

4½" 4½"

1½"1½"

1. ALL COMPONENTS ARE 1'' X 2'' STRUCTURAL STEEL BARS.

b a c

RDB-106-05

EQUALLY SPACE BARS NO. 3.

SIZE

OUTLET

INLET -

BOX

SIZE OF GRATE EITHER 2'-0'' OR 3'-0''.

5½" FOR 2'-0'' GRATE, 7'' FOR 3'-0'' GRATE.

BOX INLET - OUTLET

SLOPED AND FLARED

GRATES FOR

STATE HIGHWAY ENGINEER DATE

DATEDIRECTOR DIVISION OF DESIGN

SUBMITTED

APPROVED

DEPARTMENT OF HIGHWAYS

KENTUCKY

https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdb105.PDF

RDM-055

RDM-105

RDM-100

SEE PROPOSAL NOTES OR STANDARD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

CAST-IN-PLACE CONCRETE MANHOLES SHALL HAVE 8'' THICK WALLS.

COVER OVER HIGHEST PIPE, EXCLUSIVE OF PAVEMENT, SHALL BE 2'-0''.

THE MAXIMUM SIZE OF INTERCEPTED PIPE SHALL BE 27''.

MAY BE PERMITTED, PROVIDED HEIGHT LIMITATIONS WOULD PERMIT.

A CONCENTRIC CAST-IN-PLACE CONE OR PRECAST CONCRETE CONE

THE RISER SECTION MAY BE PRECAST CONCRETE PIPE OR CAST-IN-PLACE CONCRETE.

NO. 4 - 3'-4''

6''

4''

SPACED 4'' O.C.

BARS SHALL BE

12½'' R

STEEL PATTERN

DIMENSIONS AND

SEE DETAIL ''A'' FOR

7''

8''

7 STEPS

PRECAST CONC., OR BRICK

GRADE RING, CLASS ''A'' CONC.,

MANHOLE PLUS 8''

OUTSIDE DIA. OF

8''

PLAN VIEW

SECTION A-A ISOMETRIC OF BASE

STEEL PATTERN

DIMENSIONS AND

DETAIL ''A''

MANHOLE ¡

8½''

4'-10''

1½''

4'-0''

1''

MAX.

9'-0''

1'-2''

1'-10½''

NO. 4 - 3'-10''

N O .6

N .6

N O .6

N O .4

TYPE A

MANHOLE

RDM-001-07

RDM-055 RDM-105RDM-100

~ NOTES ~

USE WITH CUR. STD. DWGS.

BID ITEM AND UNIT TO BID

EACHMANHOLE TYPE A

CUR. STD. DWG. FOR CASTINGS TO BE USED IN NON-TRAFFIC AREAS.

SEE CUR. STD. DWG. FOR CASTINGS TO BE USED IN TRAFFIC AREAS AND

SEE CUR. STD. DWG. FOR STEP TYPE, SPACING AND DETAIL.

STATE HIGHWAY ENGINEER DATE

DATEDIRECTOR DIVISION OF DESIGN

SUBMITTED

APPROVED

DEPARTMENT OF HIGHWAYS

KENTUCKY

STANDARD DRAWING NO.

https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdm055.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdm105.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdm100.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdm055.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdm105.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdm100.PDF

RDM-055

RDM-105

RDM-100

THE MAXIMUM SIZE OF INTERCEPTED PIPE SHALL BE 27''.

WALL THICKNESS, FROM 16'-1'' TO 25'-0'' USE 12'' THICK WALLS.

CAST-IN-PLACE MANHOLE LIMITATIONS: FROM 9'-1'' TO 16'-0'' USE 8''

SEE PROPOSAL NOTES OR STANDARD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

TO MISS PIPE.

LENGTH OF BARS DEPEND UPON HEIGHT. BAR LOCATIONS SHALL BE BENT AND/OR SHIFTED

THE NUMBER OF BARS DEPEND UPON HEIGHT OF BASE.

THAN 12'-0''.

REQUIRED. REINFORCEMENT BARS ARE NOT REQUIRED WHEN MANHOLE HEIGHT IS LESS

REQUIRED AS DETAILED. THIS PORTION OF CAST-IN-PLACE BASE ALWAYS

WHEN THE MANHOLE HEIGHT IS 25'-1'' OR GREATER A CAST-IN-PLACE BASE WILL BE

THE MANHOLE MAY BE PRECAST CONCRETE PIPE SECTIONS OR CAST-IN-PLACE CONCRETE 6 .

TYPE B

MANHOLE

STEEL REINFORCEMENT

NO. 4 BAR QTY.LENGTH SPACING TYPE

a b c

13 4

STR.

13'-8''

4'-6''

O.C.

1'-0''

APPROX. CIR. 4'-4'' DIA.

ISOMETRIC OF BASE

SECTION A-A

SECTIONAL ELEVATION

PRECAST CONC., OR BRICK

GRADE RING-CLASS ''A'' CONC.,

8''

CONE

CONCENTRIC

ECCENTRIC OR

c BAR b BAR

MANHOLE PLUS 8''

OUTSIDE DIA. OF

a BARc BAR a BAR

A A c BAR a BAR b BAR b BAR

8''

5'-0'' CONE

3'-0'' OR

2'-1'' DIA.

4'-0'' DIA.

60'-0'' MAX.

9'-1'' MIN. -

3''

1'' SLOPE

2''

HIGHEST PIPE

1'-0'' MIN. ABOVE

~ NOTES ~

RDM-105RDM-100

RDM-005-06

USE WITH CUR. STD. DWGS.

STEPS

4'-0'' MIN. 2

VARIABLE

BID ITEM AND UNIT TO BID

EACHMANHOLE TYPE B

SEE CUR. STD. DWG. FOR CASTINGS TO BE USED IN TRAFFIC AREAS AND

CUR. STD. DWG. FOR CASTINGS TO BE USED IN NON-TRAFFIC AREAS.

SEE CUR. STD. DWG. FOR STEP TYPE, SPACING AND DETAILS.

STATE HIGHWAY ENGINEER DATE

DATEDIRECTOR DIVISION OF DESIGN

SUBMITTED

APPROVED

DEPARTMENT OF HIGHWAYS

KENTUCKY

STANDARD DRAWING NO.

https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdm055.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdm055.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdm105.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdm100.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdm105.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdm100.PDF

BY THE ENGINEER.

FOR HAND AND FOOT GRIPS.

STOPS

1''

10''

1'-0''

STEP TYPE NO. 1 STEP TYPE NO. 2

STEP TYPE NO. 3 STEP TYPE NO. 4

1''

10''

8?''

1'-0''

1''

?'' ¼''

1¼''

¼''

SECTION A-A

NO. 3 STEEL ROD

1''

4½''

½''

9''

10?''

1''

5''

2''

1½''

1¼''

4½"

1''

STEPS SHALL BE ASPHALT COATED CAST IRON OR POLYPROPYLENE

PLASTIC COATED STEEL ROD OR OF A TYPE AND SIZE APPROVED

STEPS SHALL BE SPACED APPROXIMATELY 12'' TO 16'' O.C.

VERTICALLY SO AS TO FORM A CONTINUOUS LADDER.

STEPS SHALL BE REQUIRED IN MANHOLES WHEN THE STRUCTURE

IS 4 FEET AND GREATER IN DEPTH. (MEASURE FROM FLOW LINE

THE TREADS OF ALL STEPS SHALL HAVE ANTI-SKID PROPERTIES

AND STEP TYPE 2 OR TYPE 4 FOR MANHOLE TOWER.

STEPS

MANHOLE

~ NOTES ~

RDM-001 RDM-005 RDM-010

RDM-050

USE WITH CUR. STD. DWGS.

MANHOLE: USE STEP TYPE 1 OR TYPE 3 FOR MANHOLE PIPE CHAMBER5.

RDM-055

OF LOWEST PIPE TO TOP OF STRUCTURE).

1¼''

8?''

1¼'' ?'' ¼''

1¼''

¼''

10?''

1''

4½''

9''

½''

1''

1¼''

1½''

2''

STATE HIGHWAY ENGINEER DATE

DATEDIRECTOR DIVISION OF DESIGN

SUBMITTED

APPROVED

DEPARTMENT OF HIGHWAYS

KENTUCKY

STANDARD DRAWING NO.

https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdm001.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdm005.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdm010.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdm050.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdm055.PDF

TYPE 1

FRAME AND LID

APPROX. WEIGHT

FRAME

LID 116 LBS.

90 LBS.

4. THE ''KY'' SYMBOL SHALL APPEAR ON ALL LIDS.

(B) SANITARY SEWER

(A) STORM SEWER

VARIATION IN LID LETTERING (SEE PIPE SUMMARY) DENOTES SEWER TYPES:

APPLICATIONS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.

TRAFFIC AREAS, AND ON BOX INLETS AS SPECIFIED.

THE FRAME IS REVERSIBLE AND IS TO BE USED ON MANHOLES IN NON-VEHICULAR

USED WITH CURB BOX INLET

SECTION OF FRAME WHEN

RAISED ?''

1'' LETTERS

PLAN VIEW

OR BRICK CONE

PRECAST CONC. PIPE

½'' 1½''

2½''

WHEN USED WITH MANHOLES

SECTION 0F FRAME

4''

½''

2'-5 ½'' DIA.

2'-2 ½'' DIA.

2'-1 ½'' DIA.

1'-11 ½'' DIA.

4'' 1'-10'' DIA. HOLE IN TOP SLAB

PICK HOLE

1''

1?'' RAISED ½'' OVER ENTIRE LID.

UNIFORM DIAMOND PATTERN

A A

SECTION A-A

1½'' 2½''

2'-1¼''

1'-11½''

DETAIL OF ''KY''

Ð''

4'' DIA.

¼''

?'' 1'' ƒ''

RAISE DETAIL ?''

Ð''

RDM-100-03

~ NOTES ~

BID ITEM AND UNIT TO BID

EACHFRAME AND LID TY 1

STATE HIGHWAY ENGINEER DATE

DATEDIRECTOR DIVISION OF DESIGN

SUBMITTED

APPROVED

DEPARTMENT OF HIGHWAYS

KENTUCKY

STANDARD DRAWING NO.

SEWER

STORM

RAISED ?'' OVER ENTIRE LID.

UNIFORM DIAMOND PATTERN1?''

PLAN VIEW

''½2'-2

2'-5?''

2'-4¼''

1?''

?'' 2'-4''

2'-5¾''

4 HOLES

?'' DRILL

PICK HOLE

RAISED ?''

1'' LETTERS

EQUALLY SPACED

SIX RIBS?''

2'-2½'' A

?" DRILL

½-13 NC-2B-4 HOLES PLAN VIEWPLAN VIEW

B C C

?''R

EXPLODED VIEW

ISOMETRIC

DIMENSION A 8

2'-1''

2'-4''

1''

A b'' 1''

3''

1''

2'-4''

½''

1''1''

1''

1?''R

8''

2'-1''

3'-2''

2'-5?'' ?''

1½''

2''

2½''

3''

SET SCREW

½-13 NC-2Ax1? SQ. HD. CUP POINT

RAISE DETAIL ?''

SECTION C-C

LID

SECTION B-B

ADJUSTING RING

SECTION A-A

FRAME

~ NOTES ~

3?''

?" DRILL, ½-13 NC-2B, 4 HOLES FOR

2?''

8½'' 6¼''

9. FRAME AND LID TYPE 2 SHALL BE USED IN VEHICULAR TRAFFIC AREAS.

NET HEIGHT OF ADJUSTING RING (AS SPECIFIED IN CONTRACT).

THE ''KY'' SYMBOL SHALL APPEAR ON ALL LIDS.

(A) STORM SEWER

(B) SANITARY SEWER

DENOTES SEWER TYPE:

VARIATION IN LID LETTERING (SEE PIPE SUMMARY)

THE '' '' DENOTES MACHINED SURFACE.

EACH AND SHALL INCLUDE THE NECESSARY HEX HEAD BOLTS AND SET SCREWS.

ADJUSTING RINGS WHEN REQUIRED SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE

MANUFACTURER'S TOLERANCES WILL BE ACCEPTED ON ALL DIMENSIONS.

430 CONFORMING TO ASTM A276.

THE CAP SCREWS AND SET SCREWS SHALL BE STAINLESS STEEL, TYPES 302, 304, AND

THE LID SHALL BE FASTENED WITH ½-13 NC-2Ax2 HEXAGON CAP SCREW. WHEN THE ADJUSTING RING

LID

FRAME

APPROX. WEIGHT

270 LBS.

240 LBS.

TYPE 2

FRAME AND LID

DETAIL OF ''KY'' SYMBOL

Ð''

4'' DIA.

¼''

?'' ?'' 1'' ƒ''

Ð''

RDM-105-03

BID ITEM AND UNIT TO BID

EACHFRAME AND LID TY 2

IS USED ADD DIMENSION (A) SHOWN IN SECTION B-B TO THE LENGTH OF THE CAP SCREW.

STATE HIGHWAY ENGINEER DATE

DATEDIRECTOR DIVISION OF DESIGN

SUBMITTED

APPROVED

DEPARTMENT OF HIGHWAYS

KENTUCKY

STANDARD DRAWING NO.

SEWER

STORM

4 HOLES

?'' DRILL

02-26-20

AND STORM SEWER PIPE

CULVERTS, ENTRANCE

PIPE BEDDING FOR

STEP 4 STEP 5

(USE LESSER)

PIPE INSTALLED

LAYERS

0.30Hc

c. INSTALL PIPE AT CORRECT ALIGNMENT AND ELEVATION.

INSTALLATION.

CIRCULAR

HORIZONTAL

ELLIPTICAL

ARCH

VERTICAL

ELLIPTICAL

+ Hc

(USE LESSER)

PIPE

INSTALLED

2Bc OR 20'

(USE LESSER)

NORMAL NORMAL

ROADWAY ROADWAY

CONST. CONST.

LAYERS 3

OR LESS

STEP 1 STEP 3STEP 2

EARTH LAYERS

ORIGINAL GROUNDLINE

PROPOSED PIPE LOCATION

2Bc OR 20' 2Bc OR 20'

(USE LESSER) (USE LESSER)

2Bc OR 20'

(USE LESSER)

ORIGINAL

GROUNDLINE

PROPOSED PIPE

LOCATION

Bc a.

b. EXCAVATE TRENCH TO WIDTH AND DEPTH SHOWN.

ROCK FOUNDATION DETAILS

GO DIRECTLY TO ''STEP 4''.

2Bc OR 20'

(USE LESSER)

PROPOSED PIPE

LOCATION

SUBGRADE LINE

H= HEIGHT OF FILL

OVER PIPE IN FEET

ADDITIONAL DEPTH =

IF ROCK FOUNDATION IS NOT ENCOUNTERED,

VV V

V V

VV V

V V

V VV V

V V

V VV

V V

VV V

V V

V VV V

VVV

V V

V V V

EXCAVATE TO WITHIN 1'-0'' ABOVE TOP OF PRO-

ON EACH SIDE OF PIPE.

Hc+1'-3'' MIN.

1'-0''

AT LEAST 1'-0''

IF THE ORIGINAL GROUNDLINE IS AT LEAST 1'-0''

ABOVE TOP OF PROPOSED PIPE FOR WIDTH OF 2Bc OR

GO DIRECTLY TO ''STEP 2''.

20' (WHICHEVER IS LESS) ON EACH SIDE OF THE PIPE,

IF ORIGINAL GROUNDLINE IS NOT AT LEAST 1'-0''

ABOVE TOP OF PROPOSED PIPE, COMPACT EMBANKMENT

c.PROCEED WITH NORMAL ROADWAY CONSTRUCTION.

1'-0'' OR LESS

.042H-.25'

6'' OR LESS

2Bc OR 20' 2Bc OR 20'

POSED PIPE A WIDTH OF 2Bc OR 20' (USE LESSER)

6''

SHAPE AND SLOPE BY STRIKING OR DRAWING A

TEMPLATE THROUGH THE GROOVE IMMEDIATELY BEFORE

PLACING EACH SECTION OF PIPE.

2 WRAP BEDDING MATERIAL IN GEOTEXTILE FABRIC WHEN

THE STANDARD SPECIFICATIONS SPECIFIES.

RDI-025

FOR TRENCH CONDITIONS

Bc + 48'' FOR PIPE GREATER THAN 36'' DIA.

Bc + 24'' FOR PIPE 36'' DIA. OR LESS.

3'' MIN.

b. IF ROCK FOUNDATION IS ENCOUNTERED, EXCAVATE

TRENCH ADDITIONAL DEPTH USING FORMULA GIVEN.

4'' AND SHALL NOT EXCEED 24''

BACKFILL ADDITIONAL EXCAVATION AREA WITH

COMPACTED BEDDING MATERIAL IN LAYERS 6'' OR LESS.

1'-0''

3 4'-0'' REQUIRED FOR CONSTRUCTION LOADING IF

COVER HEIGHT PERMITS.

ABOVE TOP OF PIPE IN LAYERS OF 6'' OR LESS.

COMPACT REQUIRED BACKFILL MATERIAL TO ELEV. 3

WRAP BEDDING MATERIAL IN GEOTEXTILE FABRIC WHEN

THE STANDARD SPECIFICATIONS SPECIFIES.

3'' MIN.

EXCAVATE A GROOVE IN THE COMPACTED BEDDING TO

VATION OF THE GROOVE, APPROXIMATELY 3'' OF

BEDDING SHOULD REMAIN BELOW THE OUTSIDE INVERT

RECOMPACT ANY LOOSE BEDDING DISTURBED DURING

~ PIPE SHAPES ~

RDI-020-10

USE WITH CUR. STD. DWG.

PROPOSED EMBANKMENT .

MEET DENSITY REQUIREMENTS FORWIDTH SHOWN.

IN LAYERS OF 1'-0'' OR LESS TO ELEVATION AND

THIS ADDITIONAL DEPTH SHALL BE A MIN. OF

LESS TO WIDTH AND ELEVATION SHOWN.

COMPACT BEDDING IN TRENCH IN LAYERS OF 6'' OR

CONFORM TO THE OUTSIDE OF THE PIPE. AFTER EXCA-

OF THE PIPE. THE CRADLE SHALL BE GAGED FOR

6'' OR LESS TO 1'-0'' ABOVE TOP OF PIPE.

COMPACT REQUIRED BACKFILL MATERIAL IN LAYERS OF

STATE HIGHWAY ENGINEER DATE

DATEDIRECTOR DIVISION OF DESIGN

SUBMITTED

APPROVED

DEPARTMENT OF HIGHWAYS

KENTUCKY

https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdi025.PDF

STEP 4 STEP 5

(USE LESSER)

PIPE INSTALLED

LAYERS

c. INSTALL PIPE AT CORRECT ALIGNMENT AND ELEVATION.

INSTALLATION.

(USE LESSER)

PIPE

INSTALLED

2Bc OR 20'

(USE LESSER)

NORMAL NORMAL

ROADWAY ROADWAY

CONST. CONST.

LAYERS 3

OR LESS

STEP 1 STEP 3STEP 2

EMBANKMENT .

EARTH LAYERS

ORIGINAL GROUNDLINE

PROPOSED PIPE LOCATION

2Bc OR 20' 2Bc OR 20'

(USE LESSER) (USE LESSER)

2Bc OR 20'

(USE LESSER)

ORIGINAL

GROUNDLINE

PROPOSED PIPE

LOCATION

Bc a.

ROCK FOUNDATION DETAILS

GO DIRECTLY TO ''STEP 4''.

2Bc OR 20'

(USE LESSER)

PROPOSED PIPE

LOCATION

SUBGRADE LINE

H= HEIGHT OF FILL

OVER PIPE IN FEET

IF ROCK FOUNDATION IS NOT ENCOUNTERED,

IF ROCK FOUNDATION IS ENCOUNTERED, EXCAVATE

VV V

V V

VV V

V V

V VV V

V V

V VV

V V

VV V

V V

V VV V

VVV

V V

V V V

EXCAVATE TO WITHIN 1'-0'' ABOVE TOP OF PRO-

ON EACH SIDE OF PIPE.

Hc+1'-3'' MIN.

1'-0''

AT LEAST 1'-0''

IF THE ORIGINAL GROUNDLINE IS AT LEAST 1'-0''

IF ORIGINAL GROUNDLINE IS NOT AT LEAST 1'-0''

ABOVE TOP OF PROPOSED PIPE, COMPACT EMBANKMENT

IN LAYERS 1'-0'' OR LESS TO ELEVATION AND WIDTH

MEET DENSITY REQUIREMENTS FOR PROPOSEDSHOWN.

c.PROCEED WITH NORMAL ROADWAY CONSTRUCTION.

1'-0'' OR LESS

3'' MIN.

6'' OR LESS

2Bc OR 20'

POSED PIPE A WIDTH OF 2Bc OR 20' (USE LESSER)

6''

EXCAVATE A GROOVE IN THE COMPACTED BEDDING TO

BEDDING SHOULD REMAIN BELOW THE OUTSIDE INVERT

SHAPE AND SLOPE BY STRIKING OR DRAWING A

TEMPLATE THROUGH THE GROOVE IMMEDIATELY BEFORE

PLACING EACH SECTION OF PIPE.

RECOMPACT ANY LOOSE BEDDING DISTURBED DURING

1'-0''

COMPACT REQUIRED BACKFILL MATERIAL IN LAYERS 6''

OR LESS TO 1'-0'' ABOVE TOP OF PIPE.

COMPACT REQUIRED BACKFILL MATERIAL TO ELEV. 3

Bc + 48'' FOR PIPE GREATER THAN 36'' DIA.

Bc + 24'' FOR PIPE 36'' DIA. OR LESS.

ABOVE TOP OF PIPE IN LAYERS OF 6'' OR LESS.

4 WRAP BEDDING MATERIAL IN GEOTEXTILE FABRIC WHEN

THE STANDARD SPECIFICATIONS SPECIFIES.

2 WRAP BEDDING MATERIAL IN GEOTEXTILE FABRIC WHEN

THE STANDARD SPECIFICATIONS SPECIFIES.

INSTALLATION COMPACT BEDDING IN LAYERS 6'' OR

BEDDING UNCOMPACTED.

LEAVE CENTER THIRD OF OUTSIDE PIPE DIA. (Bc/3)

UNCOMPACTED 4'' BEDDING IN SUBTRENCH. FOR TYPE 1

CIRCULAR

HORIZONTAL

ELLIPTICAL

CLASS TYPE 1 TYPE 4

MAX. COVER HEIGHT

III 25' 9'

IV 38' 15'

V 57' 23'

CLASS

2' OF COVER OR LESS

PIPE DIA.

V 12''-15''-18''

21''-24''

III 27'' & LARGER

FOR TYPE 4 INSTALLATION PLACE EMBANKMENT

TRENCH DEPTH USING FORMULA GIVEN.

THIS DEPTH SHALL BE A MIN. OF

6'' AND SHALL NOT EXCEED 24''.

BACKFILL WITH COMPACTED BEDDING MATERIAL IN

LAYERS OF 6'' OR LESS LEAVING Bc/3 UNCOMPACTED

Bc/12 (6'' MIN.)

0.30 Hc

LESS TO AN ELEVATION 0.30 Hc.

VATION OF THE GROOVE, A MINIMUM 3'' OF

3 4'-0'' REQUIRED FOR CONSTRUCTION LOADING.

RDI-021-01

FOR TRENCH CONDITIONS

USE WITH CUR. STD. DWG.

RDI-026

~ NOTES ~

~ PIPE SHAPES ~

ELLIPTICAL CLASS HE III PIPE.

10' MAXIMUM COVER HEIGHT FOR HORIZONTAL

TABLES REQUIRE SPECIAL DESIGNS.

COVER HEIGHTS EXCEEDING THOSE SHOWN IN

OF THE CURRENT SPEC. BOOK.

MATERIAL ACCORDING TO SECTION 701.03.06A

FOR TYPE 1 INSTALLATION, WHEN THE TOP OF

PIPE IS NOT WITHIN ONE PIPE DIAMETER OF

THE SUBGRADE, INSTALL ACCORDING TO SECTION

701.03.06A OF THE CURRENT SPEC. BOOK.

ABOVE TOP OF PROPOSED PIPE FOR A WIDTH OF 2Bc

OR 20' (WHICHEVER IS LESS) ON EACH SIDE OF THE

PIPE GO DIRECTLY TO ''STEP 2''.

EXCAVATE TRENCH TO THE WIDTH AND DEPTH SHOWN.

IN THE FINAL LAYER.

CONFORM TO THE OUTSIDE OF THE PIPE. AFTER EXCA-

OF THE PIPE. THE CRADLE SHALL BE GAGED FOR

REINFORCED CONC. PIPE

AND STORM SEWER

CULVERTS, ENTRANCE,

PIPE BEDDING FOR

STATE HIGHWAY ENGINEER DATE

DATEDIRECTOR DIVISION OF DESIGN

SUBMITTED

APPROVED

DEPARTMENT OF HIGHWAYS

KENTUCKY

https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdi026.PDF

STEP 1 STEP 3

STEP 4 STEP 5

STEP 2 ROCK FOUNDATION DETAILS

c. INSTALL PIPE AT CORRECT ALIGNMENT AND ELEVATION.

INSTALLATION.

~ PIPE SHAPES ~

CIRCULAR

HORIZONTAL

ELLIPTICAL ARCH

VERTICAL

ELLIPTICAL

+ Hc

SUBGRADE LINE

LAYERS

LESS

GROUNDLINE

a. TRENCH CONDITION IS WHEN GROUNDLINE ELEVATION IS

GREATER THAN Hc ABOVE TOP OF PROPOSED PIPE.

GROUNDLINE MAY BE (a) EXISTING OR ORIGINAL

(b) EXCAVATED SURFACE OR

C L

SUBTRENCH Hc

GROUNDLINE

EXCAVATE SUBTRENCH TO WIDTH AND DEPTH SHOWN.a.

ILLUSTRATION PURPOSES THE DETAIL DEPICTS A

SLOPING WALL TRENCH. WHICHEVER METHOD IS USED,

THE TRENCH WALLS SHALL REMAIN SYMMETRICAL

ABOUT THE CENTERLINE OF THE PIPE.

2 SLOPING OF TRENCH WALLS MAY BEGIN AT ANY

SUBTRENCH

H = HEIGHT OF FILL

SUBTRENCH

GROUNDLINE

0.30 Hc

GROUNDLINE

SUBTRENCH

PIPE

INSTALLED

PROCEED WITH TRENCH BACKFILL IN A SYMMETRICALc.

TRENCH WALLS MAY BE CONSTRUCTED VERTICAL. FOR

V V

V V V

V V

V V V

V V

LESS TO WIDTH AND ELEVATION SHOWN.

1'-0'' MINIMUM TO Hc MAXIMUM.

PIPE. THE SUBTRENCH SHALL ALWAYS BE REQUIRED.

ELEVATION GREATER THAN 1'-0'' ABOVE TOP OF

.042H-.25'

6'' OR

OVER PIPE IN FEET

SHAPE AND SLOPE BY STRIKING OR DRAWING A

TEMPLATE THROUGH THE GROOVE IMMEDIATELY BEFORE

PLACING EACH SECTION OF PIPE.

RDI-001 RDI-008 RDI-011

RDI-012

THAN Hc

GREATER

LOCATION

PROPOSED PIPE

LOCATION

PROPOSED PIPE

LOCATION

PROPOSED PIPE

INSTALLED

PIPE

CONDITION

TRENCH

PIPE BEDDING

DEPTH =

ADDITIONAL

OR LESS

LAYERS 6''

b.IN A UNIFORM SYMMETRICAL MANNER COMPACT

V VV

VV V

V V

3'' MIN.

VATION OF THE GROOVE, APPROXIMATELY 3'' OF

EXCAVATE A GROOVE IN THE COMPACTED BEDDING TO

RECOMPACT ANY LOOSE BEDDING DISTURBED DURING

BEDDING SHOULD REMAIN BELOW THE OUTSIDE INVERT

5 4'-0'' REQUIRED FOR CONSTRUCTION LOADING IF

COVER HEIGHT PERMITS.

1'-0''

COMPACT REQUIRED BACKFILL MATERIAL IN LAYERS OF

REQUIRED BACKFILL MATERIAL TO ELEVATION 5

ABOVE TOP OF PIPE IN LAYERS OF 6'' OR LESS.

4 WRAP BEDDING MATERIAL IN GEOTEXTILE FABRIC WHEN

THE STANDARD SPECIFICATIONS SPECIFIES.

6 WRAP BEDDING MATERIAL IN GEOTEXTILE FABRIC WHEN

THE STANDARD SPECIFICATIONS SPECIFIES.

3'' MIN.

Bc + 24'' FOR PIPE 36'' DIA. OR LESS.

Bc + 48'' FOR PIPE GREATER THAN 36'' DIA.

RDI-025-06

~ NOTE ~

USE WITH CUR. STD. DWGS.

RDI-001 RDI-008 RDI-011

RDI-012 RDI-020

GO DIRECTLY TO ''STEP 4''.

TRENCH ADDITIONAL DEPTH USING FORMULA GIVEN.

IF ROCK FOUNDATION IS NOT ENCOUNTERED,

IF ROCK FOUNDATION IS ENCOUNTERED, EXCAVATE

THIS ADDITIONAL DEPTH SHALL BE A MIN. OF

4'' AND SHALL NOT EXCEED 24''

BACKFILL ADDITIONAL EXCAVATION AREA WITH

COMPACTED BEDDING MATERIAL IN LAYERS 6'' OR LESS.

6'' OR LESS TO 1'-0'' ABOVE TOP OF PIPE.

ORIGINAL GROUND AS DEFINED IN STEP 1.

MANNER IN LAYERS OF 1'-0'' OR LESS TO THE

COMPACT BEDDING IN SUBTRENCH IN LAYERS OF 6'' OR

CONFORM TO THE OUTSIDE OF THE PIPE. AFTER EXCA-

OF THE PIPE. THE CRADLE SHALL BE GAGED FOR

FOR CLASSES AND GAGES OF PIPE SEE CUR. STD.

THROUGH AND DWGS.

AND .

STATE HIGHWAY ENGINEER DATE

DATEDIRECTOR DIVISION OF DESIGN

SUBMITTED

APPROVED

DEPARTMENT OF HIGHWAYS

KENTUCKY

STANDARD DRAWING NO.

https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdi001.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdi008.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdi011.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdi012.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdi001.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdi008.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdi011.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdi012.PDF https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdi020.PDF

STEP 1 STEP 3

STEP 4

STEP 5

STEP 2

ROCK FOUNDATION DETAILS

c. INSTALL PIPE AT CORRECT ALIGNMENT AND ELEVATION.

INSTALLATION.

CIRCULAR

HORIZONTAL

ELLIPTICAL

+ Hc

SUBGRADE LINE

LAYERS

LESS

GROUNDLINE

THAN Hc

GREATER

LOCATION

PROPOSED PIPE

a. TRENCH CONDITION IS WHEN GROUNDLINE ELEVATION IS

GREATER THAN Hc ABOVE TOP OF PROPOSED PIPE.

GROUNDLINE MAY BE (a) EXISTING OR ORIGINAL

(b) EXCAVATED SURFACE OR

C L

SUBTRENCH

LOCATION

PROPOSED PIPE

GROUNDLINE

EXCAVATE SUBTRENCH TO WIDTH AND DEPTH SHOWN.a.

ILLUSTRATION PURPOSES THE DETAIL DEPICTS A

SLOPING WALL TRENCH. WHICHEVER METHOD IS USED,

THE TRENCH WALLS SHALL REMAIN SYMMETRICAL

ABOUT THE CENTERLINE OF THE PIPE.

2 SLOPING OF TRENCH WALLS MAY BEGIN AT ANY

SUBTRENCH

H = HEIGHT OF FILL

SUBTRENCH

GROUNDLINE

INSTALLED

PIPE

GROUNDLINE

SUBTRENCH

PIPE

INSTALLED

b.IN A UNIFORM SYMMETRICAL MANNER COMPACT

PROCEED WITH TRENCH BACKFILL IN A SYMMETRICALc.

TRENCH WALLS MAY BE CONSTRUCTED VERTICAL. FOR

V VV

VV V

V V

V V V

V V

V V V

V V

1'-0'' MINIMUM TO Hc MAXIMUM.

3'' MIN.

OR LESS

LAYERS 6''

6'' OR

OVER PIPE IN FEET

RECOMPACT ANY LOOSE BEDDING DISTURBED DURING

BEDDING SHOULD REMAIN BELOW THE OUTSIDE INVERT

OF THE PIPE. THE CRADLE SHALL BE GAGED FOR

SHAPE AND SLOPE BY STRIKING OR DRAWING A

TEMPLATE THROUGH THE GROOVE IMMEDIATELY BEFORE

PLACING EACH SECTION OF PIPE.

1'-0''

Bc + 24'' FOR PIPE 36'' DIA. OR LESS.

Bc + 48'' FOR PIPE GREATER THAN 36'' DIA.

REQUIRED BACKFILL MATERIAL TO ELEVATION 5

ABOVE TOP OF PIPE IN LAYERS OF 6'' OR LESS.

4 WRAP BEDDING MATERIAL IN GEOTEXTILE FABRIC WHEN

THE STANDARD SPECIFICATIONS SPECIFIES.

6 WRAP BEDDING MATERIAL IN GEOTEXTILE FABRIC WHEN

THE STANDARD SPECIFICATIONS SPECIFIES.

EXCAVATE A GROOVE IN THE BEDDING TO CONFORM

TO THE OUTSIDE OF THE PIPE. AFTER EXCA-

INSTALLATION COMPACT BEDDING IN LAYERS 6'' OR

BEDDING UNCOMPACTED.

LEAVE CENTER THIRD OF OUTSIDE PIPE DIA. (Bc/3)

UNCOMPACTED 4'' BEDDING IN SUBTRENCH. FOR TYPE 1

CLASS TYPE 1 TYPE 4

MAX. COVER HEIGHT

III 25' 9'

IV 38' 15'

V 57' 23'

CLASS

2' OF COVER OR LESS

PIPE DIA.

V 12''-15''-18''

21''-24''

III 27'' & LARGER

REINFORCED CONC. PIPE

TRENCH CONDITION

PIPE BEDDING

Bc a.

GO DIRECTLY TO ''STEP 4''.

IF ROCK FOUNDATION IS NOT ENCOUNTERED,

IF ROCK FOUNDATION IS ENCOUNTERED, EXCAVATE

BACKFILL WITH COMPACTED BEDDING MATERIAL IN

0.30 Hc

LESS TO AN ELEVATION 0.30 Hc.

VATION OF THE GROOVE, A MINIMUM 3'' OF

5 4'-0'' REQUIRED FOR CONSTRUCTION LOADING.

701.03.06A OF THE

CURRENT SPEC. BOOK.

RDI-026-01

RDI-021

USE WITH CUR. STD. DWG.

~ PIPE SHAPES ~

10' MAXIMUM COVER HEIGHT FOR HORIZONTAL

ELLIPTICAL CLASS HE III PIPE.

COVER HEIGHTS EXCEEDING THOSE SHOWN IN

TABLES REQUIRE SPECIAL DESIGNS.

FOR TYPE 4 INSTALLATION PLACE EMBANKMENT

MATERIAL ACCORDING TO SECTION 701.03.06A

OF CURRENT SPEC. BOOK.

PIPE IS NOT WITHIN ONE PIPE DIAMETER OF THE

SUBGRADE, INSTALL ACCORDING TO SECTION

LOCATION

PROPOSED PIPE

Bc/12 (6'' MIN.)

~ NOTES ~

ELEVATION GREATER THAN 1'-0'' ABOVE TOP OF

PIPE. THE SUBTRENCH SHALL ALWAYS BE REQUIRED.

COMPACT REQUIRED BACKFILL MATERIAL IN LAYERS OF

6'' OR LESS TO 1'-0'' ABOVE TOP OF PIPE.

ORIGINAL GROUND AS DEFINED IN STEP 1.

MANNER IN LAYERS OF 1'-0'' OR LESS TO THE

FOR TYPE 1 INSTALLATION, WHEN THE TOP OF THE

TRENCH DEPTH USING FORMULA GIVEN. THIS

DEPTH SHALL BE A MIN. OF 6'' AND SHALL

NOT EXCEED 24''.

LAYERS OF 6'' OR LESS LEAVING Bc/3 UNCOMPACTED

IN THE FINAL LAYER.

STATE HIGHWAY ENGINEER DATE

DATEDIRECTOR DIVISION OF DESIGN

SUBMITTED

APPROVED

DEPARTMENT OF HIGHWAYS

KENTUCKY

https://transportation.ky.gov/Highway-Design/Standard%20Drawings%20DGNS%202020/rdi021.PDF

FOR IN

FORMATIO

N O

NLY

010 5 10 20FT

SCALE: 1''= 10'

SCALE:

3 4 5 6

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

REV

DISCIPLINE

INTERFACE

7 8 9

SUBMITTED BY:

APPROVED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Nashville District

P l o t

T i m e

P l

D t e

F i l e

N m e

P c u s e r s h e c x d s l\ p w w o r k c e lr n d m s

.d g n

----1

C06

N_TVA

INITIAL ISSUE

167N4158

KENTUCKY PROJECT

LOCK ADDITION

CHIEF, CIVIL DESIGN BRANCH

1" = 10'-0"

MECHANICAL

HYDRAULIC & UTILITY PIPING

GENERAL PIPING PLAN

SHEET 3

06/2020

LCT

8C67N415

LCT

M 12 M 13

L 12L 13

M 14

M 15

M 16

L 14L 15L 16

M 17M 18

L 17L 18

S T

L L

E R

WATERTIGHT DOOR

S T

L L

E R

B B

S T

PLAN

A RW

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 20, 2021.