SW8881205_Approved Plans_20200428

E
n BACK Of Ctk28 FRAME€, GRATE, 4 HOW MORIAR JOIPttS Eft" 1/8' THU •
h STD. 840:036
CLASS "a" CONCRETE TO BE USED.
X
A- n t WNG.
T1tE P0tRE1� � FLOOR SLAB TO Sfe BY F
J T(OUCT FOR PIPE OR PIPES FROM TOTAL CV YOS OF BRICK MASONRY
_.--
Y
ALL CATCH BASINS OVER 3'-6" IN TifPTN SMALL BE FaTimtEO V�TN STEPS t,2«
.___�.. ___:.._ __1 OR CENTERS. SEEPS SHALL BE IN ACCORDANCE fiiTN STQ: P%EtT.6b
i _.. g
g _ USE TYPE "£",'F', E3 IIG" GRATE UNLESS OTHERWISE IMOtCATEO,
MINx
iAAtii4i STRENGTH 3000 l $.S. CONIC.
- t JUMBO BRICK Al LL BE PEW TIED CA;KRETE BRICK OR a^ SW D CTX\ILRETE BLOCKS
t NON- REINFORCED, AIR ENTRAINED
MAY BE USED IN LIEU OF CLAY BRICK
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF WX, ADD TO BASE AS S14
-
VARIABLEPLAN ON STANDARD $40 00-
SECT ION-XX FOR 8' •0- IN HEIGHT OR LESS USE 8" PALL. OVER 8' -0" IN HEIGHT USE 12'
WALL IO G'-0" TROM t0P OF RALI: AND 8" HALL FOR IHE REMAINING 6" 0- OUANIETIFS TO
2" ASPHALT
TYPE " i " NC, p07 SPEC. EXISTING PAVEMENT NoTe: %t,110 T'H At -JP PE--PTH c7i' GONG• V,d.LL E�j GU-r7ER M�Y LL � � BE ADJUSTED ACCORDINGLY
�/AR�'. ?HtGKN>=�f ©F Got•1Gf�l: (G SH.�L_E 8>= t,to t�t✓5� Tlfas,E S.S" +
s* r] A. F—=V e: -__ -- , ___--- _ STQ, STEP 840:66
6 COMPACTED MARL BASE AT "THE- FL_a� L.tN>✓ , t�.t.fa Np MoR>� 'j 2-Tp. ? 5 T ----
-
H 15000 OR EQUAL ✓�' -
8"
� SOFT C�lIPPEI�i TUStNG A ._�_..._
TYPE � B _ _ 9 ;� - - STD.
t2 CONCRETE VALLEY GUTTER DETAIL _- -
IZ. .
I j � � " STEP BBC &S
IOUILET
METER 12 RI5Er�t r
N.T.S. i r E E _
MUELL_ER H-t422 -------- \
FORD VF6612, VF TT-12 I
SECTION --YY
W
4'.�_
END ELEVATION-
Co`"GdI.EG. I 8 WHi, E rV, TO 36"' PPE IS USED ' ♦ .'t` .�- : '._. °. `
v eL" 23.to ! SECTION-JJ SIDE ELEVATION
' e- Pt PE �- - - _ �_
O t v ° v `� � wt�RE 42" tQ 54"'PtPE 1,$ USED.
SECTION-�IJII'+�t
t (c'EE pRoNT vE6w) E3" MASoNiZ'••( ,Y '�, { ;_ i
�'-
22 T
A091-Ti r�NALr GAPAGT'FY VIEW W:v'4 8"yb" rAw - I ? ; M t A to
IS USED IN GLACE OF HOOD � I � t
I - B
j
MOTE. % -
N N . cau .too F.E.S. iNva .3Z
t v T t 9 `i 3 -
A1AxIMLIM) Anti �i P, r
OR 2"
i INSTALLED IN t2 LIFTS It
� ._.:
tI BACic�Is.t.-�o e� a 1 Q, ,GATE OEscTt i l i a t STANDARD -
WATER SERVICE DENSITY 95/o AS DETERMINED 'STI-7. por-Jt7 wATE-E2 L.OVEL
L3C\ COMPACTED TO A MTI�iML11a4 tiE sI 0�
BY THEMODIFIED A.AsrLTO. STANDARD METHOD T-99 EL
--� , -
NOT M %ALE CITY OF WILMINGTON
I DATE-8/3/07 CUT- BACK TO BE'PERFO PERFORMED AFTER TRENCH BACXFILLING EL. l�t.ty
D AND A;A3>biPACTIOPi � - ---- STANDARD BRICK CATCH FAIN
CH G ..
...
Tt��Ur �«t
Cn
TrANDAJWWATtft VALVC t+
a COVER MAAX CD C.a.
' CQiAcarm CAJA$
JMOXW�ALX
_ MCK *OTX at
1
4-CCMB. FITTING
{ t l
iWJPrICa:PstAaxri
AN 04hAQ0
PWG e141' t3 TES eviy of Eiico CLAY ,,,..•''
pux .00 TANG NUT,
flat na•re tt a Ta: o,t arrq . aawsA MAIN
navy II
I- lSIVaA TAPS To K PaAKputo By GITy
cotws tvasy WNax TICS OR Prat$ ARE
WSTALLto in xeW MAIM$ LAIC IPr iNa
+CettT
I.TNg39 ffCMl SMALL. ll'INSTALLCOW94H
90 NOWC SON"CTtot4 IS MAPS AT C,O.
CLEANOUT SANITARY SEWER SERVICE-
N. T. S.
NOTES
i VATER METERS ARE TO BE PRMOM BY THE CRY
2, ALL WATER METERS MUST BE LOCATEO WITIIIN PUBLIC
RIGHTS -af WN AXO/OR EASEMENTS.
3: WATER MET T BE LOCATED IN OR I
LA CAST JOIDN 4KTER
4. METER BOX - ENNIS G.R. B SON FOUNDRY - GRE - 2" METER WX $ COVER
919-371-9323
A2. K_,
T
EXISTING PAVEMENT
MUELL.ER CORP. STOP
" No`T"E: � PE2E.c.xaciT Gf+.TGrt BASiN=i
I t-f" Sr--yLiP+ TIT T � STATE OF NOR-Tii CRROLINA STO.,La.
" Ed<
I /2 pvG PIPE foGpNG. NoT�S: DIVISION'of- MIGHIARYS
RAI F tf H . N . C r3 o.OE D
li CoN�TTzuc7laN ©F nuTL> T
-i
STIZUGTUF To Gc'MPL.y W17H
t2 NG. VC2T SrTP. 040-I5, WITH
CITY OF W I LNINGTON _'_
MvE7r1:tGAT,onTS io TEE TOP 4 BARS "V" EOLIALLY 6 gB BARS "W« EQUALLY SPACED
��� AS sF tov.rrJ . 3"
STANDARD AIL: SHOWING �,,/,,� SPACED E"
��\ ��\ 2) GL..ASS
METHOD
OF Ai NA DENT %� />=ARTN`—
lY! OD I �� \ SE tAl l t ESEL�. R _
REPAIRS WHERE PIP INSTALLED fit:`` R _
3) AL-L, McaRTAfZ 3c?iNTS
SCALE; N.T.S. OAT;: FES. 2,EST7
But_Kt NE 6 a 4 PtL ir.IGsS S 4) FoszG SH ,- s� uSE:t7bl
� 'D
DRAWN 8`Y. J.R.B. CH KED BY `Fd.H.W. F 2 Thu ct N >` 'TH - _ y "' P1 GUC
F3d-T"FoM 54-AP:.CURB ANDANDTTER
ENGINEERING WtTd CATCH BASIN ON STEEP GRADES
FILE 2 1 205C 5) Got-je-geTt� f3P-OF 161c otz 4' PLAN TOP SLAB
AND SERVICES
DEPARTMENT I NO12, SO-19 E
5tJ12F� GonEe £iLe�et<5 rrtoY
USE ON F,.AT GRADES 2 AND UNDER
Por.so FL ocstz cis uS�r� IN L,>~u o Ct P,­{ ` 4 8
131Z,GK. 1 BARS "V' BARS "W" - _ a
12'.o E r
! r 4 BARS «U" r,
GUTTER LINE
SECTIC}N.:RR ELEVATION:
S I D E V I E YY {pj `4 BARSU NORMAL Cs t8 AND MITER ON LE HI GRADES
�-�•- -
EOUALLY SPACED 1 NORMAL GUTTER LINE_
4'4 3 3"
VER
-'�-j ! AtKt 0 I •T
j GRAD
ES 2
ON GR
' USE :
1
-F
®. . SECTION -SS DEPRESSED
o -GUTTER LIEF m
TZ
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
FRONT VIEW (Partial
UTL[:T STRUCTURE DETAIL
.. MIN. DIMENSIONS AND QUANTITIES
FOR BRICK..
CATCH
,SINE
DIMENSIONS
-80St
PIE=f.
.:
-:._.>..�,..,.
DIME
-ORC
G
R IN
CY l
FT 1f2_
To
FT
F R Qsv R
PIK
SPAN
WIDT►E
WIDTH
,SPAN
-
H�itGNT
MfPj. `T
"EIGUT
BARS-V
I $AR
-V
T
$ARS_W
t GT
T At
BHT
�
I
3-"
0
2-2
---
—
2 -'4
-
-
-
-
___
_ _
_
_
..
0.281_-
0.281
. 0.743
0321
t8C)vE
MIN HI
0.321
-
0.0198
0032
2,_,1;..
_
_
v
w
_
-
_
_
0.281,
0 281-
" 0,E02
(}.321
60306
004
E8-
_
_
2.,to-
-
_
—
..
_
0.231 '
0.281
O.S09
U321
-
00442
0.065
30"
Y- 4-
—
3'- 3',
e,
A8
tf
I' -IC?'
4'-4"
4
I'•G"
3
4'-1';
3
4'-1-
45>
0♦147
0,374
0.521
1 205
f;321
N Z
0,37eJO48
01224
0-170
S6"
3-10"
—
3 • 8"
2­ 4'
4'-4'
4
2'-0'
4
4'.-1'
3
4'-'1'
49
I
D 415-
0,602
1.58E-:
403
10
0:1760
0.23&'
42'
:}:.5
4 - 4..
2 -E°
3'-6
4
y,,g"
1
3. 3"
3
3'•3"
38
2.I S
0 I
0,5ce :
1. E
0391
itT
02400
0.3�23
46`
—
`
5'-0"
4'-101.
2' t3
3' S"
4
2 6
4
J 3'
3
l' 3"
40
0:1J3
0:410
0 583
2.147
0420i1117
0,3131
0,422
54"
3' 0"
2 t"
-
5' 7'
g' y"
3" 3"
3 5"
4
3' 0"
&
3' 3"
3
3' 3"
48
Q.211
0.448
13,659
2. ti_:
0.449
.t17
0.39
0.55
REVISIONS
N . T. S . 0. PH
DESCRIPTION
o 83C-83 Q' t.at Aette It Oveeihy Setst
w;,iF1 2 OF 2'
a
STANDARD BRICK CATCH BASIN
rfugF PIz cASr G,®TcI1 3n,��Et.ts 12" THRU 54 PIPE
MA `C St= uSS-F t I u i eta. STATE Of NORTtf CAROL I NR:
GIYISION' OF HN1G�WGYS STII.y(}. Ev.
&40OfLANDFALL Cp` E N T E FPO R"
Dur" NO"T U-SE Fu"R CON'TRUCTION
i
f
HARNETT TOWNSHIP, NEW HANOVER COUNTY, NORTH CAROLINA
DMONIED BY J S $ SHEEP NO.
14�4aI4
C pi; A ByR F H DETAILS
'' .•`4� SCALE
AS SHOWN
SEAL OAT' NO 198$ cT ADG -- 8800
6250 o�tNEe
i tt C�q$ THE ATRIUM DEVELOPMENT GROUP E � �
y'.'�'��" 1913 MA R I O N STREET
COLUMBIA , SOUTH CAROL.INA 29201