SW3240704_Plansheet - Misc. Detail_20240805 (4)

a
FLEXIBLE PIPE o�,
Round Corrugated Steel Piu Round Corrugated Aluminum Pipe <
Q 2 2{3 x It corrugation ** 2 2J3 x 1t corrugation_ ** H Cc�CJ
LL _j 0-
piameter Minimum cower Maximum Height of Dover (feet) Diameter Minimum cover- Maximum Height of Cover (feet) 0��_
inches inches (Ga) 16 14 12 10 8 inches inches (Gs) 15 14 12 10 S w �d Li-r
12 12 204 256 12 12 123 155 218 281 344 CS a:0
15 12 162 204 15 12 98 123 174 224 276
50'-0- (MINIMUM) 18 12 135 169 239 1$ 12 81 102 144 187 228 CO�LL O J
a 21 12 115 145 204 21 12 69 87 123 160 195 GC Q I1
o RGHT-OF-WAY 24 12 1DD 126 178 24 12 60 76 108 139 171
ts•-D" s'-o- 5-a 30 12 79 1110 142 27 12 67 95 123 151 H
m SNOEILI]ER PAVEMENT SHOULDER DITCH 36 12 55 83 117 152 30 12 60 85 ill 126 CL C3
LU
z A 42 12 55 70 100 130 160 35 12 50 71 92 113 T
g 48 12 46 61 87 113 139 42 12 60 78 96
1/4' PER FT. (TYP-) I/4- PER FT. (TYP.) 54 12 54 77 100 123 48 12 52 68 84
z �-
0.08 •.i:-..,,,r.n7 cz;_E_-. .:.z._ .-- - :v s. sr.. Qb$ 60 12 69 90 ill 54 12 46 50 74
66 12 81 100 60 12 50 62
8 O apF 72 12 74 91 65 12 51
g' Ai' 3'j tl�i 78 12 81 72 12 41
B4 12 69 �
z
3 a GL S.
FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO �
ROADWAY QESIGN MANUAL OR MANUFACTURERS SPECIFICATION. LL
z J
z NOTES: REFER TO THE FOLLOWING FOR PIPE SPECIFIGATIONS JCO
I-i LIJ
a 1. SUBir'RRGE SHALL BE COMPACTED TO A DENSITY OF 10Q71 IN CEP - AASHTO 14136 J
a ACCORDANCE WITH AASHTO-1`99 AND WCDOT SPECIFICATIONS CARP - AASHTO M19$ CO
(
SECTION soq. HDPE - Minimum f ill) 2' for pipe diameters 1 12'' and = 60'' <
m p p HDPE - AASHTO L1294
2. AGGREGATE BASE COURSE SHALL BE COMPACTED TO A DENSITY (Maximum fill) 20' for pipe diameters 5 24" PVD _ ASTM F949 or AASHTO M304 ~
OF DG 1 1/2- BITUMINOUS CONCRETE SURFACE COURSE,S9-5B , 1--�
17 for pipe diameters a 30'' and � 60'' O
3. ASPHALT COMPACTION SHALL BE IN ACCORDANCE WITH NCDOT �g 1 1/2" BITUMINOUS CONCRETE SURFACE COURSE, S9.513 U
SECTION 610, PVC (Minimum fill} 2' for pipe diameters ? 12" and rt 36'' NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING < CD
4- IF REGUIRED BY THE TOWN, TESTS SHALL BE CONDUCTED B C TED
CONCRETE BY AN IO" COMPA AGGREGATE BASE COURSE OR 5" alruMlNous (Maximum fill.) 30' for pipe diameters a 12" and 5 36" AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS a a ri
NDEPENDENT TEST114C FIRM AT THE DEVELOPERS EXPENSE, ASE COURSE, B25-OC < CL
s. FINAL LIFT ME PAVEMENT SHALL NOT BE PLACED UNTIL AFTER FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE F- d
809 OF TSH SITES ARE DEVELOPED.
THE FINAL LIFT W TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SP>CII=ICAITTONS
PAVEMENT SHALL Nq7 BE PLACED FOR STREETS 113A7 Vr1LL BE
USED TO ACCESS FUTURE PHASES UNTIL THOSE PHASES REACH C Y-1
80`T BUILD-OUT. RIGID PIPE L-
❑ d
RCF1 - (Minimum fill} 1' for Class IV & CLASS V a
2' for Class III & Class II REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
(Maximum fill} 10' - Class II pipe RCP AASHTO M170 LU
20' - Class III pipe
TOWN OF WEDDINGTON
DATE:SEPTEMBER z014- SCALE: TUTS 3D' - Class IV pipe
TYPICAL SECTION 4D' _ Class V pipe
STANDARD DETAILS NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING
RESIDENTIAL LOCAL STREET WITH WEDDINGTON, N.C. (For, fills 7 40 & { 84 use LRFD Direct 01tsigrl Method) AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
SHOULDER AND DITCH ROADWAY
i�� * FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE 1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE SHEET 3 OF 3
R I TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS 1300. 01
z
co
TOP DF FILL TOP OF FILL TOP qF FILL O 1 PAVEMENT
zCn 6+r 2r-Orl 118" RAD, grr Orr 34+` RAD. R D PAVEMENT 1�'r RAD. SURFACE d4 .
z - --- - ¢¢ 1 rr RAQ. - i 8rr RAD. 1 rr RAD. SURFACE rIr=
C7 ETI TOP OF FILL TOP OF FILL TOP OF FILL Z I-_ .3" RAD. f7 N a J d"Z
rye �+ H-r�C7CJ 1/8 RAD,ILL._j CLp I A,• _ d� NO. REVISIONS BY DATE
C H r GROUND LIRE -H GROUND LINE H GROUND LINE H []
A - - �QZr� 0) r - N Dc ;�.'V n �x r HC.]cc�{r)
m p TI GROUND LINE H GROUND LINE H GROUND LINE H - L.L J a H Z M s++r�r lrs++r I;j - - - --- 'N,N�^r "�+++� ^+ rrr Y.Ir ++ram - - - - - - 'nrrr_n,�rr�rr+= - - - - -- _ - _ l 2 -
11z�3n Lc a 1
r<rrr�r„, w d¢w Z to 'v.' •-q •v r •v •G'• r r H 2~Z
- +N r r r _ Y
n m +^fin+=rr_r+r� srrr�x+^rnarrr_ r"�hraer,ur= r"_xr u�u+- +x�q,�r,�u_ - r_--+„surer LJ.IQZIL= COMPACT AFTER ' r+ +n ¢U� LLJ
q� v o- � - a. r 'Q._ r 1` a RAD. cc
" COMPACT AFTER F-I lr F-I
T1 rr rr rn Q r __ R PIPE TS PLACED _ _- _ o + _ PIPE IS PLACED ~Z Z W r II 1 " RAD. 1+ �.rr ';;d_'q ° C]C134
rxrrr Q r-r �� _ LM y ZlLry -� \\ H CAR
Z f d ~C] C7 &PRIOR TO rr ,�' +rr 6 PRICK TD ~ O J ,-y It \\\\
COMPACT AFTER --- -+ r COMPACT APTER �= Z w PLACEMENT OF GEOTEXTILE _ N PLACEMENT OF C7 N 1 1! 1 11 `� \\ O // \\\ CAR
I �]
_ PIPE IS PLACED _- P _ I `' 9 `I CL C� \I- _ + - _ _ ^r IPE IS PLACED U}� - e FILL - _ _ FILL G �e++ S ,+�7 .6" CURB AHt1 GUTTER \ ... ��// (� N R l /
SO2 PLMENTDOF - Fr ' PLACEMENT OF C7 ¢ '..I-.. - - ••'Y;. - - Z -} 2 -� yURB AND GUTTER F� + CL
;\�O•, Q •ES S� A. -y // \\\ C��. •O`� /%
1 r�i, r u`r ri TYPE IV ,V
�- E tS H
ENGEN.EERING .i� _ ., 0 U)Ec SrN�r-,r+=u+ r I.11,18 MIN. ,r,• rr ,r rr If 11 A 1 I Q q
y - FIT - -,Y.•, - FTLL Fy NOT LEss ~ $ x 1 C OR 1 8 \ •Q � /
a _ FAealc r': z (L 8 x 12 OR i 8 c �' •' 9
r in fT - - - - ERRFH C3
I.D./15 MIN. �1 r-+r^- er r�+r-rN THAN 6" r++-+++ r- - =„r
Sq+firm'rrr I.D.lS. TN. ry - H I.D,IS MIN• -r _nr'-rr+ _ „ _I_ - _,r+yrrv+ +N�++_ . W CONCRETE CURB ' THOMAS
G]µ Nar-LE a NOT LESS YHRH S" O.O. + 3' NOT LESS THAN 6" _ Y2" PER FOOT OF 'H' d CONCRETE CURB ?f s
C7 I.O.Is MIN. r-r+r,rr-r+,_rr,,,rr-,rr-++r THAN R•• T_ `
,r,=ur= r=+r+ter+� a=rr-rr EARTH wd 4 -fl PROPOSED _ C2 - & NOTION' NOT LE55 THAN a" LD.IS HIM. _ . BIIT HOT LEI$ TH " -
' NUT LESS 7NAH 6" Lg" PER FOOT OF C7 ROCK O•D. •r3' NGR MERE THAN 24' ❑,p, + 3' + r ++ EDGEOF A = - '•• ENGINEERING
D,➢, 3 NOR MORELYNT2 AS DIRECTED BY ENGR, 2 -D" 2 _Q
NORMAL EARTH FOUNDATION UNSUITABLE MATERIAL FOUNDATION 2+-O = 050698 _
o.p_ +a' ROCK FOUNDATION rr 'ROCK ROCK FOUNDATION A5 DIRECTED BY 5N3R. PAVEMENT I+ _ - RA ' i � � �•'•. No. F 087 :••O
NORMAL EARTH FOUNDATION
UNSUITABLE MATERIAL FOUNDATION PIPE IN TRENCH o. 4. $ 2'-4" MIN. 1 1`-0" 1 -D" 05-13-2024 ��
r RADIUS 1 +� in T
PIPE IN TREK
TOP OF FILL TOP OF FILL 12rr .•••q' •6> - // /1/•'•FNGINEE�•'•'� \� /// C T'•••••••••'N \\
TOP OF FILL TOP OF FILL TOP OF FLLL TOP❑F FILICH _
❑ Ln 4
3 Z G P . ❑ . ri q n.. n ❑.. a- 0 7+ ���7cn 44 ::•: '.:• ""''jj'' // q G�m "c o 6. .: :c c r+ p.v.:q,6"M Z IV.: 7 rr W ///LL
yq NI
2 z H H LL < H H H LL Q � Cr.
MIN. O.D. H MIN. D.D. - MIN. O.U. MEN. O.U. _ MIN. O.D. MIN. O,E1. LL a J Ir i5FII
v J __ z EXPRESSWAY GUTTER SHOULDER BERM GUTTER „ H � Lu
0 C0 �� GROUND LINE ORCUNU LINE r Z Q GROUND LINE GROUND LINE H $ X G MEDIAN CURB VALLEY GUTTER
MIN. D.D. MIN. O.D MIN. C.D. MIN. D.D. MIN. G.D. MIN. ❑.D L
_n -n GROUND i1NiF -L TYPE IV F LU GROUND LINE ~ TYPE 2 -- -
C/) __- - ENGINEERING - _• - Cr
FABRIC Cc U) F0-I _ _ _ x� ^ _ - .r GFOTExTILE - -- r Q �(} W n ^['
x :e+v+ ugrN-+n PA srr+_r srr,_ o _+r, _ _rrr-rrr_rrr� _ e +rr-rrr�r o 2 CL SECTION VIEW OF CURBS OR CURBS AND GUTTERS m
F-I -ursrr r,n sy - - r ^,,,,,ern L=r�+r, y�:.... - CT AFT .y.: - H -ar - CAMPACT AFTERrr _r
�_rr�rrr� } o dX 06 THOMAS
O - �r'•�'•..�-• - --PIPE IS PLACER � rnaf mrr' - —PIPE IS PLACED
- - &PRIOR TO - _j I_U ❑ CL Z
r M X COMPACT AFTER -LT.U.IG MIN. FILL PLACEMENT OF I1.1 J _ &PRIOR TO pw d
= PIPE CS PLACID NOT LEGS THAN A" - -r FILL - - - _n Q � �I.D.16 MIN. PLACEMENT OF W FILL 3/ " x 1" DEEP
m -rr+ rrr=,r r. +r = r"'_r„ m 8 T
nr;rn_ ur,r*r_„ _+r+= r = O d NOT LESS THAN fl" -u+arr=rr+=,rr�,rr= rN=rr,=Nr FILL -rrr�rr=rr=rrr�,rr rNE=r,r=ar ¢ 0 GENERAL NOTES!
V m
PLnceuENi°aF I.n,lB MIN. �AS DIRECTED F 1 - - - - H G L GROOVED OR SAWN Z H PILL D.U. + 2' I.6.16 MIN. NUT LE55 THAN O" MIN. O.O. MIN. O.O. OY ENGINEER X I•➢,IS MIN. AS DIRECTED +
N•-e Z O NOT Less THAN G" O,D,+ z' w COMPACT AFTER ❑.G. + 2• Lase MIN. MOT LESS THAN 6" MIN. O.D. N. D.G. SY ENGINEER z -PLACE CONTRACTION JOINTS AT 10 INTERVALS, EXCEPT THAT
A 15 SPACING MAY BE USED WHEN A MACHINE IS USED QR WHEN JOINT WITH JOINT W 0 H U T T O N
= L+T" PER FOOT OF'H' I- PIPE IS PLACED NOT LESS THAN fi" O.0.+ 2' ¢ H +
fT1 CA ]~• OUT NOT LESS THAN 12" C/) & PRIOR TO 1-g" PER FOOT OF: 'H' Z U
NORMAL EARTH FOUNDATION ROCK FOUNDATION NDR MORE THAN 24" I� U_ PLACEMENT OF llur NOT LESS THAN 12" u] SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE DETAINED SEALER JOINT SEALER
UNSUITABLE MATERIAL FOUNDATION = U_ FILL NORMAL EARTH FOUNDATION ROCK FOUNDATION NOR MORE THAN 24" 1y Mall
W
z PIPE ABOVE GROUND UNSUITABLE MATERIAL FOUNDATION WITHOUT THE USE OF TEMPLATES AT 1O INTERVALS. /8 RAD. GUTTER O
r 6ENERRL NOTES: J G PIPE ABOVE GROUND ¢ -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. �.• 1is RAD. PAVEMENT SURFACE
0 AO NOT OPERATe HEAVY eOUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS � � GENERAL NOTES: Cn O -CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF SURFACE � Z � 1020 Euclid Avenue
I.D. -THE MAIIIMIJM HORIZONTAL INSIDE DIAYETFR DTMENBTON. SEEN PROPERLY BAC4<FILLEO AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. Z = v _ < 0 Charlotte,NC 28203 C 980.201.5505
w DC NOT OPERATE HEAVY EAUIPIIENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS Q C TEMPLATES OR FORMED BY OTHER APPROVED METHODS. a•' v•' a'
O O.D. =THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. ----- SPRINGLINE OF PIPE F I.D. =YHE MAXIMUM HOR12CNTAL IN$IOE DIAMETER DIRENSTON, BEEN PROPERLY SACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. C) _ , - v . ' Q'-' •,d - •G - CV V
YJ w CONSTRUCT NON-TEMPLATE FORMED JOINTS A MIN. OF 1 DEEP. o''
Z H =THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT 8FLFC7 RACKFTLL MATFRIAL CLASS TTT OR CLASS 11, TYPE i ^� D-p. .THE MAXIMUM HDRIZDNTAL ONTSIOE DIAMETER DIMENSION. ----- SPRINGLINE Qf PIPE n ' ' ' ' ' ' ' " .0 G,' a C•' ❑ 6 . p.' 4 q 4 www.thomasandhutton.com
ALONG THE PIPE FROM THE TOP OF THE PEPE TO THE TOP ® A&SVE RIND BELOW sPRINGLINE. W -FILL ALL CONSTRUCTION JOINTS, EXCEPT IN $"x6 MEDIAN CURB, ;v•;�° ` d a.b' v -•p_ o p
OF THE EMBANKMENT AT THAT POINT_ H • THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT SELECT BACKFILL MATERIAL CLASS III OR CLASS II, g WITH JOINT FILLER AND SEALER. PROPOSED '
® APPROVED SUITABLE LOCAL MATERIAL. ALGND THE PIPE FROM THE TGP nF THE PIPE TO THE TOP ® BELOW SPRINGLINE. -SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO CURB & GUTTER PROP. 11✓.," ,JOINT FILLER
® TAXL CARL TO FULLY COMPACT HAUNCH TONE OF PIPE UACKFILL. OF THE EMBANKMENT AT THAT POINT. PAVEMENT -=-�•I
vrmlBTURBED EARTH MATERIAL ® APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE. ALL RIGID OBJECTS. JOINT
LDDSELv PLACED SELECT MATERIAL CLASS III OR CLA$S IE, TYPE , TRANSVERSE EXPANSION JOINT
FOR PIPE OEOOSNG. LEAVE-SECTION DIRECTLY OENEATH PIPE SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE ® TAKE CARE TO FULLY CaMPAGT HAUNCH ZONE OF PIPE BACKPFLL, NT"Rr_rrr�rl UNDI37UR$fD EARTR MATERIAL LONGTTUDYHAL .1DI�IT IN CURB AND GUTTER PAVING GRADING A N D
SHEET T OF UNCDMPACTED AS PIPE SEATING AND OACKFTLL WILL WITH ENGINEERING FABRIC AE DIRECTED BY THE ENGINEER, SHEE7 1 OF 3 T
BF
1300.011
�0 (� ACCUMPL35H C011PACTION, /� LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE , DRAINAGE DETAILS
'+'+•'+ 300•0 1 fOR PIPE BEDDIND. LEAVE SECTION DIRECTLY BENEATH PIPE SELECT MATERIAL CLASS V UR Vi FOR FUUNUATION CONDITIONING. ENCAPSULATE
UNDOMPACrED AS PTPE SEATING AND RACKFILL WILL WITH TYPE 2 GECTERTILE A$ DIRECTED RY YHE ENGINEER, SHEIET 2 OF 3 SECTION VIEW ❑F JOINTS SrIEET 1 4F s
ACCOMPLISH COMPACTION. 300.01
00.0{ 1846.011
4C■0i
HIDDEN ESTATES
DIMENSIONS AND REINFORCING FOR CONCRETE 1 1/4" DIA. HOLE Y
FLARED END SECTIONS ± III TOLERANCE (OPTIONAL FOR SIZES 7 STEEL FRONT BA E PROJECT LOCATION:
SMALLER THAN 36") STEEL FRONT BAR WEDDINGTON, NC
PIPE FRONT BACK SLOPEA B C L E P R R
DIA. BAR RODS X 3"(T,P) X
12" 1-#3x5'-4" NOT REQ'D. 2.2:1 4" 2'-0" 4'-I" 6'-1" 2'-0" 1'-8" 10" 9" Z*cI \
15" 1-#3x6'-O" NOT REQ'D. 2.2:1 6" 2'-3"3'-10' 6'-1" 2'-6" 2'-0" 1`0' 11'. 5"
18" 1-#3x7'-2" NOT REQ'D. 2.2:1 9" 2'-3"3'-10' 6'-1" 3'-0" 2'-6" 1'-4" 1'-0" CID C. O 2't D CLIENT/OWNER:
24" 1-#3x9'-10" NOT REQ'D. 2.4:1 10" 3'-8" 2'-6" 6'-2' 4'-0" 2'-9" 1'-5" 1'-2" PIPE / ENCOMPASS BUILDING GROUP
30" I-#4xll'-8" NOT REQ'D. 2.4:1 12" 4'-6" I'-8" 6'-2' 5'-0" 3'-l" 1'-6" 1'-3" 1016 WAXHAW/INDIAN TRAIL RD.
END SECTION TO PIPE JOINT INDIAN TRAIL, INC 28104
36" I-#4x13'-10" 2'#4x6'-3" 2.4:1 15" 5'-3" 2'-11" 8'-2' 6'-0"4'-0" 2'-0' 1'-8" STEEL BACK
42" I-#4x13'-10" 2-#4x7'-4" 2.4:1 21" 5'-3" 2'-II" 8'-2' 6'-6" 4'-6" 2'-4' 1'-10" SHOWN AS TYPICAL: HUB END Y RODS FOP D 843-540-3025
ON OUTLET END SECTIONS; OVER 30
NOTE: SOCKET END ON INLET END
SPECIFIED REINFORCING IS MINIMAL AND MAY BE INCREASED AT PRODUCERS SECTIONS PLAN FRONT
OPTION TO AID CASTING & HANDLING. ALTERNATE REINFORCEMENT PERMITTED
IF ACCEPTABLE TO ENGINEER. L NOTE:
DO NOT CUT CONCRETE PIPE. USE FULL LENGTH
REINFORCING CAGE: END SECTIONS ONLY. WARP SLOPE TO CONFORM
1. WIRE FABRIC HAVING SAME STEEL AREA AS INNER CAGE FOR CL. III PIPE, AASHTO M-170, BUT C B WITH PIPE LENGTH AND END SECTION.
PLACED IN
CENTER OF WALL. 0 .5
SLOPE
2. ALTERNATE: #3 BARS SPACED 12"± LONGITUDINALLY WITH #2 BARS TRANSVERSELY AT 6" O.C. MAX.
SPACING, SPOT WELDED OR TIED TO FORM CAGE. HUB EN 2'f
NOTE: T� (OUTL - SINGLE CAGE 9 GRAPHIC SCALE:
REINFORCING INCH = FEET
CONTRACTOR WILL INFORM PRODUCER IF CONCRETE FLARED END SECTION IS FOR INLET OR FOR + OPTIONAL (IN APPROX. 1 �D
OUTLET SOCKET o
END. SOCKET (TONGUE OR SPIGOT) END IS REQUIRED FOR INLETS. HUB (GROOVE OR BELL) END IS END (INLET) LIFT HOLES Q CENTER OF T
REQUIRED FOR OUTLETS. SOCKET TO SOCKET OR HUB TO HUB JOINT WILL NOT BE ACCEPTED UNLESS WALL)
A REINFORCED CONCRETE COLLAR IS BUILT AROUND THE JOINT WITH NO PAYMENT BEING MADE FOR �`--
THE COLLAR. FLARED END SECTIONS SHALL BE JOINTED TO PIPE WITH ALL SPACE IN THE JOINT REINFORCING CAGE'
FILLED WITH PREFORMED PLASTIC GASKET (SEC.848). WALL THICKNESS (T) IS SHOWN AS NOMINAL � FLARED END SECTION PER EACH--� P DATUM: HORIZ.: NC83F VERT.: NC83F
AND MAY BE INCREASED AT PRODUCERS OPTION FOR DESIRED JOINT DESIGN OR TO ALLOW A FLAT LIP. FT.
OUTSIDE BOTTOM ON THE FLARE, WITH INSIDE DIMENSIONS OF FLARE RETAINED AS SHOWN. PIPE
T = PIPE WALL THICKNESS (0.08330+1"± TYPICAL). SECTION X-X SECTION Y-Y JOB NO: 29589.0000
DATE: 3/14/24
CONCRETE FLARED END SECTION DRAWN: KSC
DESIGNED: KSC
NOT TO SCALE
REVIEWED: MSK C3 * 3
APPROVED: NEW
SCALE: