20021689 Ver 1_Site Plan_20021021

SANITARY SEWE =h~ FO ~ ,
~ ~ i,,,

THE CITY OF
l 1
On ~ w~,
~R~ SOUL S S WAM ~g~
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.Tj~A,
AUGU
~1 f~
VIRGIL ST, ~
LIST OF DRAWINGS m N VIRGI SR 1437 ~ z TQVE r EAS ~ m ~ ~
p r m N m cn CT.
COVER WALTER ST. g WALT C1. PLAN & PROFILE MADISON STREET (STATION 0+00 - 10+50) n ~ o Z ~ WALTER z ST. cn GENERAL NOTES
N J H ~ N ~ Q 1, THE ENGINEER HAS MADE ALL POSSIBLE ATTEMPTS TO LOCATE EXISTING
C2. PLAN & PROFILE MADISON STREET (STATION 10+50 - 12+00) ~ zN ~ ~ ~ ~ c ~ ~ ~ Z ~ TI ITI IT I '
Q Q U L ES S THE CONTRACTOR S RESPONSIBILITY TO FIELD-VERIFY U T, ~ THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION BY OBSERVATION,
C3. SEWER DETAILS m' r r ~ MAIN S ELE(,TRONIC DEVICES, HAND DIGGING AND PERSONAL CONTACT WITH THE UTILITY
C4. EROSION CONTROL & SEWER DETAILS COMPANIES. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CONFLICTS. ANY
S1. STRUCTURAL DETAILS CSX RAILROAD 'lac n DAMAGE TO UTILITIES INCURRED DURING CONSTRUCTION IS THE RESPONSIBILITY
J~ ~<~sr ~'1~MFRC 0 _ y OF ~ME CONTRACTOR AND IS TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
F Z CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY FINES OR LOSS SERVICE R I^ MILL ST, y REVENUE. CAROLINA ONE A T - -
C LL, ELEPNONE NUMBER IS 1 800 632-4949.
vj ~ p~, F to 2. MINIMUM SEPARATION DISTANCES BETWEEN WATER AND SEWER LINES: C ST,
~S'°R ST q~' q ~ CLA NCE ST. w , N _ r 0 C>r A, 10 LATERALLY
• ~ IY O 3 Q " v ,t• W ~ F W B. AT CROSSINGS: 18 VERTICALLY-WATER OVER SEWER
F y> (,j ~ ~ ~
~ ~ Q ~ C. STORM SEWER-12 VERTICALLY ./F C O I- ~ Q q
CQ ~ ARTHUR .S /S m 3. EROSION AND SEDIMENT CONTROL PROCEDURES MUST BE MAINTAINED T
r~ S A2iF ST ~ CITY LIMIT ~ EDWARD DURING THE ENTIRE CONSTRUCTION PERIOD. DEBRIS AND LOOSE SOIL
ON ADJACENT STREETS MUST BE C NTR THR H AI Y ~ ST. 0 OLLED OUG D L
CLEANING. DISTURBED EARTH AREAS MUST BE STABILIZED WITHIN 15 DAYS FROM COMPLETION OF GRADING ACTIVITIES ACCORDING TO
FRA SOULES SWAM / ~1N SECTION 25 OF THE TECHNICAL SPECIFICATIONS.
NK ERA
53 4, FOR DRIVEWAYS, PAVEMENT PATCHING AND RESURFACING MUST BE COMPLETED 19
SR WITHIN 5 DA'rS AFTER COMPLETION OF GRADING ACTIVITIES. SMALL PATCH
AREAS CAN BE MAINTAINED WITH TEMPORARY PAVEMENT OR ABC STONE UNTIL °E~?',;ANENT PATCHING IS COMPLETE.
5. CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS, SPECIFICATIONS AND SPECIAL
my PROVISIONS OF THE APPROVED NCDOT ENCROACHMENT AGREEMENT WHILE WORKING
LEGEND: TA~eOTS S~~~ T WITHIN DOT RIGHT OF WAY.
S 6. CONTRACTOR SHALL FINE GRADE AND STABILIZE DISTURBED AREAS ON AN "AS-YOU-
O " GO BA I N M R THAN . N - S S. 0 0 E 200 FEET OF CLOSED TRENCH SHALL REMAIN WITHOUT
FINAL GRADING SEEDING MULCHING ETC. AT THE END OF ANY W RK AY 0 D . S
Cs}-SS- =SANITARY SEWER/MANHOLE p~v J~ '9 7 F R P N- T R
p 0 0 E CU C OSSINGS OF CONCRETE CURB AND GUTTER, CONTRACTOR SHALL REMOVE CONCRETE TO THE NEAREST EXPANSION JOINT PRIOR TO DIGGING THE
Q 0 TRENCH. CONCRETE REPAIR SHALL BE IN ACCORDANCE WITH 02575 OF THE
-OHE-- =OVERHEAD ELECTRIC ~ o~ TECHNICAL SPECIFICATIONS.
g- ~ =UTILITY POLE/ANCHOR 8. PRIOR TO DISTURBANCE, CONTRACTOR SHALL PHOTOGRAPH OR VIDEOTAPE EACH DRIVEWAY,
J~ SIDEWALK, ETC., TO BE DISTURBED. EACH SHALL BE RESTORED TO ITS ORIGINAL CONDITION
=SIGN ~ OR BETTER.
O 9. CONTRACTOR SHALL MAINTAIN A MEANS FOR INGRESS\EGRESS TO EACH PROPERTY AT
= CURB INLET (per UVq QUq~~~ O~~ ALL TIMES.
_y_, 4.. =FIRE HYDRANT 2 ST, ST ~ 10. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
_ ~c~F TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
=WATER VALVE ~ ~ ~PG~~ FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
. r o =SEWER CLEAN OUT ~TICINITY MAP T CONSTRUCTION WORK. CONSTRUCTION SIGNAGE SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT.
~ =PROPOSED GRAVITY SEWER NOT TO SCALE ;ALE 11. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR iN ORDER TO CONSTRUCT THE
WORK, SUCH AS TREES, VEGETATION, FENCING, ETC., SHALL BECOME THE PROPERTY OF THE
=PROPOSED ASPHALT CUT & PATCH CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE. NO MATERIAL SHALL BE
BURNED ON SITE.
CITY COUNC
Q =PROPOSED SEWER/MANHOLE
HAROLD G. MARL ---o-- =PROPOSED SILT FENCE `a
I~~.
j,
~ =PROPOSED PIER HOWARD A. JON m =PROPOSED ANTI-FLOATATION/SEEP COLLAR HAROLD G. ~OY~ 1. ~
3 •
-.m-mo- =PROPOSED LIMITS OF DISTURBANCE BETTIE LOU MEM =SOIL BORING JIMMY CLARID ROBERT LEDE MAYOR - ANNE W. ~r~,~. ~ ~ . ,~,-,r rr . ~,-,_T
J ,•,`,•,,,,,,,nnam, ~
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1 r7T1 T T T /1 T !V T R1rT1 ~ _ _ - ~ I~IARI(FT S1'kfFT ' ( ~ . n " . ~Il V
C;11 Y MAlVAIJhK - riAGG1V CITY CLERK -SUSAN F XL_ WK LN liLUlltJL l 1 %Ml~lNG~, NC 28403 " 9499
[phone] Nam k (A 'F 11 's 11 41!
DICKSON p ,DINE , Al
'SAN RHODES Ashealle, NC Columbia, SC /~/q 011,11 E ngnes Planners Surveyors Atlanta, GA Hickory, NC ~D
Landscape Ataitects Boca Raton, FL Raleigh, NC Big; Charlotte, NC Wilmington, NC
FINAL DRAWINGS-NOT RELEASED FOR CONSTRUCTION
PROJECT NO: 20222.00.WL

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i) 100 YEAR FLOOD MH 4 ELEVATION = 56.0 RIM = 52.21
m • } F, «HF.._.._.~... G'r1€-___- .4
BENCH HARK: ~8~~ ~ \ CHISELED SWARE CUT IN SDUTHEAST WING 4 STATION = 9+42.67 JTHEAST WING WALL N = 206110.07 r=r,=~~t
~ ; / MH 2 ELEV, 58.36 NAVD88 E = 2088453.70 ~ '
s ~ ~ , t` - s~ RIM = 56.94 ,
DELINEATED - - - - -
N = 246674.77 RIM = 54.98 W ~.,~.~a AI~~I~-SEEP COLLAR ~ NCDOT R/W STAl1ON = 5+42.71 WETLAND LINE NCDOT R/W ~ _ _ _ _ 42.71
i E = 2088754.45 DOG HOUSE MH A ~ ~ ~ NCDOT R - ~ a t f /W N - 206463,10
R .RIM =...56.50 ~ . _ _ . _ _ _ _ ~ ~ , . _ ~ _ . . _ _ _ I~_- . --E-_ 20 ~ 88641:6$ _ . I il~t~ ~I~I,~~•~..
STATION = 0+00.08• - _ ~ REMOVE & EPLACE sPOT ELEVATION SPOT EIEVA ,1 ICU. r~, ~ ~
N = 206932.93 1-~;~~~,,4~,.aT- ~ 20 LF 57.59 57.62 T'tA7 MH~5S.3t ~ WATER I~`v.~K~.~: ,
E = 2088903.60 ~ ~ 2~" R$ & GUTTER ~ ~d~a ~ 3 w ELEV..SO.z , wf< ~7I,G ~ ~fi~ re.~ (jHfi•.._ - ,a.- ~°,r GtdE--- ~ ~,,,,.~.-.-...d.R~.r~, ,~~tafi,x...i / rLY •'ttJ' 'zj u. 5a, r.. r:
! C{b~i~ way r~u~ "°"1 _ - - - _ _ _
PROP, UT1LC7'~"~' •s --1OD` -1AD - ~ 1 ~ / PIPE' ~ ~ u°,-~.- .r GP ~.~dP - ceo iao - Lm iao _ ~ _ - ~ - ~ - - - - - ~ - - - - ~ ~r -air , mm~i' s(i, ~ i,t~d ;
EASEMENT B-7 ~ I`'°°~ ti ~ i ~
~ ~ ~ O ~i ~ ~ ~ / TAE ~ ~ ~ ~ _ _
MH 1 SIGNAL ~.t°D-~-~--wo ~ - ~ ~ ~ ~ ~ > ~ ~ \ •s~~;.,
-rt, .7 E°°, ~ ta° - ia~ Sao uou - sac NP~~t tao ~ ~aa ~ RIM = 56.29 B°x , ~ - ~ ~ e- LOD - Sao _ _ _ - goo - - mo ioo - uo Sao ~ roc mo
STATION = 0+10.00 ~I ~ _ ~ ~ ~ , s~ _ g ANTI SE -5
N = 206932.48 EP g_ a°~' ~ / COLLAR 6 B-4 B-3
E = 2088893.62 , ,l~ ; ~ ~ NCDOT R/W PIERS (TYP t / ) / / ANTI-SEEP I ANTI-FLOATATION ANTI-SEEP COLLAR CONCRETE COLLAR TYP
/ / °`i OPEN CUT & PATCH / , , „ t ) ANTI-SEEP COLLAR
~ ~ ~ ~ 84 LF ASPHALT PROP. SILT
/ ~ t, y._~~;;r*.,~~* FENCE NCDOT R / / ~ f - SANITARY WER N
d ~9 ''~_ia .,et ' 1. A MINIMUM 12" VERTICAL SEPARATION DISTANCE MUST BE MUST BE NOTE: ALL DUCTILE IRON PIPE BELOW GRADE SHALL BE INSTALLED
~ PROP. DISTURBED MAINTAINED BE ~ TWEEN ALL SANITARY SEWERS AND STORM SEWER, TORM SEWERS. WITH POLYETHYLENE ENCASEMENT IN COMPLIANCE WITH "AWWA C105",
LIMITS MEASURED EDGE TO ( EDGE). METHOD "A" OR "6".
N 2. A MINIMUM 18 VERTICAL OR 10' HORIZONTAL SEPARATION :PARATION
DISTANCE MUST BE MAINTAINED BETWEEN ALL SANITARY S R EWE S ARY SEWERS
AND WATER LINES MEASUR ( ED EDGE TO EDGE WATER OVER SEWE t OVER SEWER).
~ 3. ALL SANITARY SEWERS SHALL HAVE AT LEAST 3' OF ~ ~ COVER. i' OF COVER.
IN AREAS WHERE 3 OF COVER IS NOT POSSIBLE, DIP MUST BE L a MUST BE UTILIZED,
SCALES; 4. STATIONING IS ALONG PIPE CENTERLINE.
5. ALL MANHOLES SHALL BE 4' 1 40 DIAMETER UNLESS NOTED OTHEF • ~ 6. CONTRACTOR SHALL BE RESP I NOTED OTHERWISE.
t = 4 DELINEATED WE ONS BLE FOR VERIFYING LOCATI( TLAND LINE ALL UNDERGROUND UTILITIES. YING LOCATION OF
64
. . . . . . . . . . . . . . . . . . . • : • ~ 64
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. . ~ r ` . f EXIS NG • IDGE . : . ~ o,
56 _ ~ . DE AIMt EET' ; • ' ; • 1I EXIS NG OUND
. LEV 56.0 t'` ; W.
~a a r
• PI 3, 99.96 LF 0 18 250 P . ~ a
~ T4" I~ • IN EtE 5138 f IPE , 5. L ~ . t~ ~ I . . . PIPE 4 ;26 .07 L OF 1 "
5 . 2 F 18 CL•AS . 1 292. 8 LF '18 C 250 DIP PIPE 2, •23 .83 OF 1 .C SS. 3
. • . (PUS ON NT ®A.1 . W TEft• LEV • t50. ._.f.. • IP P SH • 0 JOIN 52
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T1- ATA ON: C NCRE . • R EE.DE AIL S EET. 4 .
. . . . . . . . . . . . . . . . . , 3
-1+00 0+00 1 +00 2+00 3+00 4+00 5+00 6+Oi 2 6+00 7+00 8+
00 9+00 10+00 11 +00
FINAL DRAWINGS-NOT RELEASED FOR CONSTRUCTION
+rM1nnIB1 'Ib \ PRO~ct a'' :4(1) I ME
909 MAMET STREET RELEASED FOR DATE die f~ y,, 1:40(H)1r:4 dtC
MAW BY WILMINGTON, NC 28403 .•`n , 9 PROJECT DAIS APPROVALS [phone] a`r, ®ti CRY OF w1iTEYILLE PLAN & PROFILE C1
BWC APPROVED BY PFJMcT Mmam BIDDINDICKSON G
Asheville. NC Cokrmbia, SC DMC: 20222.00.V& Surmpn 9499 SANITARY SEWER SYSTEM IMPROVEMENT MADISON STREET
REV. NO. DESCRIPTION DATE raE NAME Plot DATE Dwil Atlanta, GA Hickory, NC CONSTRUCTION Landsomp Architects Boca Raton FL Raleigh, NC SOULES SWAMP SEWER EXTENSION STA. 0+00 - 10+50 4
REMSIONS Charlotte, NC Wilmington. NC RECORD DWG
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3
~ ~

•a
a + z~
r z
S Z
~ p 100 YEAR FLOOD
- ELEVATION = 56.0 H
Q
H 8~ a. ~ ~
LEI ~'~.~,lti:lrvr ~ ;~f°F: ct <<.--.t. . ~ ~
--.,rte ~ ~ ~ ~.~E
OPEN CUT & PATCH REMOVE & REPLACE
~ - _ . U 97 LF OF ASPHALT "
, Q ~ = _ _ _ ~ ' CURB & GUTTER
_ _ ~ - _ ~ 1- ° REMOVE &REPLACE
. g _ - -n-" ' ~ B-2 f1O LF OF 6" CURBING P.?;~~~• r., _ J
_ ~ - ~ / ~ ; WATER TIGHT H ~ _ s ~ \
82 ~h. . I = = ~ a~ _ / ' , RIM = 55. ~ , 0 /q, tao ~ - - ~~-m.-~ ~ - 1 N faf.:~ +~e----.-_ Sao ~ ~
b ~-~-•uo- ,ao__._?dr.~..+ao~too ~ ~ sro .d . e~:..~,~ ,~N=~ .~`w-- STATION = 12+84.76 A ~ Of -a3S-3i- J .1~ "'~".~,pp''_._ i~7Rt~' dtf3
~ E Pie 4 ~ -
a ° ~ ~ `E =208$314.56 p ~ ~ ~ ~ ~
floc ~ d"~ i tom.. ' tOD LAD i
lOD t`P r S`tt (s ~ ! t'v~ t,M, I~ v~
t 1
ig~~. Pd ~ I i i~
u ~
: w..Y .ter. ~wrWry "ti-..
ANTI-SEEP COLLAR MH 5 Rim = 56.50 ~ ` ~ ~ PROP. UTILITY EAS M E ENT
Station = 12+1 .75 "`w'
N = 205868.93 I OPEN CUT & PATCH E = 2088334.3 27 LF OF ASPHALT
PROP. UTILITY EAS MENT ~

SANITARY SEWER NOTES
100 YEAR FLOOD " ELEVATION = 56.0 1, A MINIMUM 12 VERTICAL SEPARA11ON DI! PARA11ON DISTANCE MUST BE NOTE: ALL DUCTILE IRON PIPE BELOW GRADE SHALL BE INSTALLED
MAINTAINED BETWEEN ALL SANITARY SEWERS 'ARY SEWERS AND STORM SEWERS. WITH POLYETHYLENE ENCASEMENT IN COMPLIANCE WITH "AWWA C105",
i (MEASURED EDGE TO EDGE). METHOD "A" OR "B".
2. A MINIMUM 18" VERTICAL ~ 10' HORIZOI t 10' HORIZONTAL SEPARATION
DISTANCE MUST BE MAINTAINED BETWEEN ALI BETWEEN ALL SANITARY SEWERS
AND WATER LINES (MEASURED EDGE TO EDGE ;DGE TO EDGE WATER OVER SEWER).
3. ALL SANITARY SEWERS SHALL HAVE AT I .L HAVE AT LEAST 3~ OF COVER.
IN AREAS WHERE 3' OF COVER IS NOT POSSI IS NOT POSSIBLE, DIP MUST BE UTILIZED.
4. STATIONING IS ALONG PIPE CENTERLINE. CENTERLINE.
• 5. ALL MANHOLES SHALL BE 4' DIAME R TE L DIAMETER UNLESS NOTED OTHERIMSE.
• 6. CONTRACTOR SHALL BE RESPONSIBLE FO t = 40' HOR ALL UNDERGROUND UTILITIES. r s ~ PONSIBLE FOR VERIFIING LOCA11ON OF
1 4 VER ~
. . . . . . . . . . . . . . . . . . . . E„ . . . . .
. . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . .
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64 . . . . 64
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60 . 60
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56 . II EXIS NG; OUND . ~ • - 0' R' . 56
a
~ a. 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
I • . . PIPE 4, :26 .Q7 L OF .1 ~ .C. ? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
~ 1 x 52 IP P SH • JOIN e 0 2 . . . . . . . . . . . . . . . . . . . 52
. . . . . . . . . . . . . . . . . . .
.
F. I.. .
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. • P SH' 0 JOIN A O13X °D• a . AN =SEE ~ .
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'Il q. Ipill .p ~
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.
32 . . 32
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+00 17+00 18+00 19+00 + 20 00 21 +00
FM/?L DRAwwas NpT 11ELEwSED FOR CONSTRUCTION
PR0.EC7 MANAGER DRAVN SCALE F DATE ttNtO~tN"'"rrrn„ '
JRC t: 909 MARKET STREET RELEASED '(H CA 0:4(1) o
WILf~tINGTON, NC 28403 - WK DRAMN BY PFALM DAB [phone] APPROVALS ` ,+`ttt p cRr of wE¦rEVILLe PLAN & PROFILE C2
, 81DDNG SANITARY SEWER SYSTEM IMPROVEMENT MADISON STREET
PROJECT NUMBER WDICKSON Asheville. NC Columbia SC v DHC 20222,OO,WL EVisan - Pla+mm g ° Atlanta GA NickorN REV. N0. DESCRIPTION DATE FIE wu PLOT DAhK C CONSTRUCTION
IaNdmW Architects Boca Raton, FL Raleigh, NC SOULES SWAMP SEWER EXTENSION STA. 10+50 - 12+85 4
REVISIONS SS010202 Charlotte. NC Wilmington, NC RECORD DWG a„GINE,,,,, --i )

_ NOTES:
h ~
~~o T + 3 1, BUTYL RUBBER B00 ,~Z N 1/2„ OVER . a 1/2 R TOP OF C
~ ~ TO BE USED ON ALL PRECAST S OF PIPES. ° q VIEW
PRECAST CONCRETE MANHOLES WITH ALL TYPE STANDARD MANHOLE ADE ADJUSTMENT GR _ ~ X ~X
~ FRAME & COVER, PIPE CLAMP (300-SERIES NON RINGS-MIN. 4 HIGH 2. 4" 5" ~ SEE DETAIL MAGNETIC CORROSION-RESISTANT ° ' 5" I a A A
(MAXIMUM OF 2) ~ STEEL). 2" 9
8 BITUMINOUS
EGENATED _ M/ IMPR 3, EXPANSION BAND (KORBAND 6061 T6 N
8 YARN FRAME SEAL UMINUM ALLOY WITH A BLACK AL
ANODIZED SURFACE TYPE "N" MASONRY
M M ~ MANHOLE SHALL BE COATED n MORTAR, 1 MAXI U 4. INTERIOR ~ 1/2 BOTTOM OF COVER
a~ a WITH 21 MIL. OF KOPPERS 300M COAL TAR ~ VIEW
~ EPOXY OR APPROVED EQUAL. ~ e` STEP HOLE MAN ARD TAND S . s ECCENTRIC CONE
~~W o N TYPICAL e:.. NTS SECT10 ( ) MANHOLE » 1 R
~ w _16• 6 BUTYL RUBBER ~ STEPS - q
~ e O.C. VERT, • •'o BOOT (SEE v 1" BUTYL MASTlC AXIMUM BOOT DETAIL) Q
~a ' w SEALER M ~ ROPE + No
~ Ivy e ~ 0 5" MIN. P_ Q- FRAME AND COVER TO
~ R a HOLE ~,o PRECAST 48 MAN Q. S EWEY BROS., INC. F BE D
~ SECTIONS AS REQUIRED 4 0 aQ~ a C478 INTEGRAL MH RCR-2001, MH RCR
w ASTM ~ :a o e.. 8 FLOOR, UNLESS " : X ONCRETE -2001W (FOR SEALED MANHOLES IF REQ D.-AS
~ SHOWN OTHERWISE 8 mQ -0~'.ti.•., . a SHOWN ON PLANS), OR
TYP..n. DETAIL APPROVED EQUAL. 25-1/4
~~lA~
~ CONCRETE SOLID COVER JD COVER 3/4" 23-3/4"
KED: d O ~ sFz e. ~ ' ~e.. MAR Z . "p, ~ ANITARY SEWER 23-1/2"
~o- e..., S AGGREGATE BED, „ 1" 3" 3 8" 1-1/2 2-1/B /
is N0. 57 STONE Q?????~ ~~i
~ < ETE BASE • ~ CONCR e. s._ r
Ff , 7-1 2" , „ /
r ~ 2-3/4 4-3/4 1/2
NHOLE ETE M A CONCR , ECAST t RD PR E, 3-3/4"
STANDA NTS i l • 22-1/4» 1/2"
s~om ~ +
~ry 24-t/2„
4-3/8" „ 33-1/4
-o' MANHOLE BASE SECTION COVER
~FOTION A-A
RUBBER BOOT XPANSION BAND BUM E . o
GROUT AROUND PIPE-TO NOTES;
BE FLUSH WITH INSIDE 4" MIN. CLEAR OPEN RING ~ 1, ENSURE 2 I. CLEAR OPENING.
FACE OF BASE SECTION COVER E AND E FRAM ANHOL DARD M T REQUIRED STAN NO
2. SEWER GUARDS NOT REQUIRE[ ON SEALED MANHOLES. THOLES. NT5
MANHOLE NEOPRENE GRAVITY SEWER " C~ITACT
3 MAX. INVERT GASKET 3. RING dC COVER C~ITACT SURFACES SHALL BE MACHINE .L BE MACHINED
SO AS TO INSURE EVEN BEAR RE EVEN BEARING ZING.
' a,; A: OF COVER ON RING.
~o' o. a-.
. o.
IP CLAMP ~ 'o' o_. , PE d
24"
N~Ss - - OF FLOW DIRECTION
• BUTYL RUBBER BOOT - ASTM C-923; PIPE 1, MATERIAL SPECIFlCATIONS. ~ C_g23, ESS STEEL, AS ATERTIGHT MP - STAINL W TART LAYING AT LOW END AND BUILD AGAINST DIRECTION OF FLOW S
CLAMP dt EXPANSION CLA
OR PIPE O.D,'S 15" AND LARGER. RING & COVER CLAMPS REQUIRED F tuIANHOLE 2, TWO PIPE
NTS
E BOOT NHOL ARD MA STAND
NTS
s~oos
ORIGINAL ORGANI
MATERIAL
q :P; APPROVED - »
MANHOLE PRECAST ~q~, -----------=12
MATERIAL BOTTOM PAD 8"
ETE BENCH - CONCR ~ e» STONE OR
° B e C S7OrE ~ GRAVEL GRAVEL
:a . "0" _ SLOPE TOP OF CONCRETE
a ~ T WARD TROUGH - I BASE 0
12 0 .4
~I • a 1 r-- ~ . A A • n
. 2/3 D MATCH U , a
~ OWN i ~ TAND REMOVE I ' } PIPE CR ~ _ \ ~ SANF-CU 0 -
~ / 3 ~ ~ ' 1/2 PIPE DIAMETER. Q ~ , . a . ~ a 4 . ; : . a ~ . • ~ ~ ~ 1 MAINTAIN FLOW. N W
' ~ ° ~ P a4.. K p.i.P. fN ROC
DITIONS & WET CON WETLAND CROSSING
PRE-CAST MANHOLE
EX PIPE ~ ~
H ENC &B ANNEL CH HOLE AN RD M
TANDA S NTS
I A-A \\j
EARTH BACKFILL COMPACTED
TO 90~ MINIMUM-HAND ~ \\j NDER OR
STANDARD MANHOLE sECTtt~ ~ PL FRAME & COVER PRECAST MANHOLE - LAN TAMPING, TO 95X U ~ P ~ ADJACENT TO STRUCTURES
CEMENT 12„
GROUT MANHOLE STEP
: GROUT A 8 PRECAST CONC, ADJUSTMENT 8 C D E 8" MIN. . " " N T S: ~ \\i
IMUM 4" HIGH CONNECTION < 18" 5 o RINGS, MIN 12 8 B 5 5
IMUM OF 2 MAX ) 4" g' ( 18 2 " " 8" TO BE WELL TAMPED. \ 24 5 5 12 1. STONE OR GRAVEL /
" ~ ' . AST C~ICRETE " IN NIT \ " " " SIZE 1/2 TO 1-1/2 . INr<UDE_ U 4 6 6 12 8
MANHOLE SECTIONS PRI
D BOTTOM PAD rn e. , AS REQUIRE OU7 AROUND VE BOTTOM AND SHAPE FOR \ \ \/\\j 2. HAND CAR
w m 4 ~ ~ e EXTERIOR BASE LOWER QUADRANT OF PIPE. EXCAVATE ~ /
Q e ' GRAVITY SEWER > o ADDITIONALLY FOR BELLS. ND CARVE HA
e x TING DRIVEN BELOW INVERT AT BELLS 3. TRENCH SHEE
~ N0. 4 ®1Y O.C. E:.W. 1. DOG HOUSE SO COMPLY MUST NOT BE REMOVED. DIP NORMAL DOG HOUSE MANHOLES SHALL AL
WITH STANDI CONCRETE AGGREGATE BED, E E ATI coNCRETE M WITH STANDARD DETAfLS FOR PRECAST
4'-0" N0. 57 STONE CONCRETE MANHOLES. NCH THE INE ER L SEW ARD TAND S
NT5
MA HOLE OGHO E D sumo
NTS
HOLE MAN ALLOW NSTRUCTION ASED FOR C4 NOT RELE DRAWINI~S FINAL
RD SH STANDA NTS
xW
uuwu.y. J RELEASED FOR DATE
STREET , PROJECT ANAGER DRA1M16 SCALE 909 MARKET ~ WILMIINGTON. NC 28403 CITY OF NI111TEVILLE C3
N T.S 762-4200 APPROVALS Oy9,,, PROJECT DATE (910) ~ , SEWER EXTENSION SEWER DETAILS 4
ERODING m L ''v INC
ColumbhT, SC BY pROECT WAAWR Asheville, NC % y CONSTRUCTION SOULES SWAMP SEWER EXTENSION
20222.00.WL Ffilgiumn • PIGIM s • S+avePn 'Atlonto. GA Hick" NC DMIC Boca Raton, FL Raleigh, NC ' 'i Q 4 Fl LE NAYS PLOT DATE Lam A+chtitects DWG. 4iryGl NEB
DESCRIPTION KT-E- I Chadotte. NC Wilmington. NC RECORD 1611.11" ~ NREVNO- DETAILS r0 ,ar`
REVISIONS M N4u MY~

a 2
a " VARIES 5;~ VARIES 5-0 MIN. _ VARIES
r~
~ 1 " 12" 2 " EXISTING GRAVEL
IN. T SEAL 12 " OINT MIN. " M COLD JOINT, AR _ ~ 2»
W ~ 12 EXISTING ASPHALT COLD J 6 MIN. ~ 2 TAR SEAL
~ a MIN. MIN. _ - - ~ • 1 ~ 9 EXISTING CONCRETE _ ,
o t , ~
.r.h 7 art ~ x > a.:~~ vr^M , dt~~ Li i.'. ~.u z~2". ,a~' R~,p ~ t .max. HEDU SEEDING SC E rr ~ ; ,
~ 2 I-2 ASPHALT MIN. ~ ` ~ ~ • , ~ i 'i ' ` r ~ ' ' f r, , , r;;~,,:.: " 1. ALL DISTURBED AREAS DUE TO CONSTRUCTION AND ANY BEVERLY ERODED AREAS SMALL BE STABILIZED WITH A
~a OR EXIST. THICKNESS . ~ " , 36 MIN, ' ' ' ` 36 MIN. PERMANENT GRASS COVER. THE SEED SPECIES SHALL BE SELECTED BASED ON THE TYPE aF SOIL PRESENT SEASONAL
` " i;' ~ ' r r , , ' 8 ABC STONE , ;f`-, ~ f r~!r CONDITIONS AND OTHER CON9DERATIONS. AS AN ALTERNATIVE. THE CONTRACTOR MAY USE METHODS AND
~ $ ABC STONE , , ; ; r,, ' ~ % / ~ COMPACTED TO ; ' ~ ' ~ ~ ~ - ~ ~ ~ /rr SCHEDULES SHOWN BELOW; HOWEVER, IT IS RECOMMENDED THAT A S~gALIST BE CONSULTED WITH ATTEN110N ~ gVEN TO SITE SPEgFlC CONDITIONS. 1.:~ r ~;fr i~ ,,j
95X DENSITY, t, - ~ ' a COMPACTED TO ' ~ <<i' ~f ~ti „ 8 ABC STONE i ~ ;
W 95~ DENSITY. ~ rf, ~ /.r'~ ~ ~ ~ ` i ~ f, i, - COMPACTED TO ; f,. , % ; ; ; ; - A. CULTIVATE AREA TO A DEPTH OF 5. AT THE RATE OF 4400 LBS. PER ACRE.
r ,r~-,~ '/i f ~ 95'6 DENSITY. ; ;;F~ d :~'i'.`,~''ir, j ~ f,,,, d ' '~r~ r ~ ~r 8. APPLY AGRICULTURAL LIME d ; <,/;rl;, C. APPLY 1Q-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE.
l;~, f,.,;;..- MAIN COMPACTED BACKFlLL r•~ ~ MAIN COMPACTED BACKFILL f • ;,}rf, ,r.,, .r ; MAIN D. SOW GRASS SEEDS AT THE FOLLOWING RATES:
TED BACKFILL ~ : r X. DRY DENSITY '%-f%- COMPAC i, ~ f ~f 95x MAX. DRY DENSITY 95x MA ~ ~ ~ -;%f, , ~ F. ,y /,rrr ,'lr~~,,`; ,
95~ MAX. DRY DENSITY ' DRY SOILS (APRIL -SEPTEMBER}
a~ " (1..I.~ ~1TE PER ACRE
" d+24 a• " d+24 d + 24 BERMUDA GRASS 30 LBS.
~ d + 24 KOBE LESPEDEZA 20 LBS
~ GERMAN MILLET 25 LBS.
~ NOTE: THERE MUST BE AT LEAST A 5 -0 SEPARATION
N THE NEW COLD JOINTS AND ANY EXISTING J01NT5. BETWEE P CUT a• OPEN CUT & PATCH IF NOT, PATCH WIDTH SHALL BE EXTENDED TO 1HE CLOSEST CUT ~c PATCH J
;F= - EXISTING JOINT. DETAIL - GF AIL -GRAVEL E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE.
DETAIL ASPHALT F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE
r~s~ NTS T & PATCH NTs OPEN CU NTS OF 300 GALLONS PER ACRE.
a~ ETAI - CO CRETE 2. WHERE IT IS NOT POS9BLE TO ESTABLISH A PERMANENT GRASS COVER qV A REASONABLY SHORT PERIOD OF TIME. DUE TO SEASONAL CONSIDERARATIONS, ATEMPORARY COVER SHALL BE ESTABLISHED. THE TEMPORARY SEED RATE PER
NTS AgiE SHALL BE:
WINTER SEPTEMBER -APRIL} SUMMER (MAY -AUGUST) ( KIN RATE PER ACRE KINQ RATE PER ACR
BELL ANNUAL RYEGRASS 50 LBS. GERMAN MILLET 50 LBS.
U TEMPORARY COVERS SHALL NOT ELIMINATE THE REQUIREMENT FOR PERMANENT GRASS COVER. WHERE THE SEASON OR O1HER CONDITIONS ARE NOT SUITABLE FOR GROWING A TEMPORARY EROSION RESISTANT COVER, MULCH MAY BE
APPLIED: HOWEVER, MULCH USED ALONE SHALL NOT ~ ALLOWED. A TEMPORARY OR
PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS SOON AS CONDITIONS ARE FAVORA~E.
m 3. TOPSOIL SHALL BE USED OVER UNFAVORABLE AIL CONDITIONS FOR SUCCESSFULL ESTABLISHMENTOF VEGETATIVE COVER.
I /
m / 4, IRRIGATE AS NECESSARY TO OPTIMIZE PLANT GROWTH.
TYPE OF COLLAR / i i
F( PLACE Sql STOCKPILE ON UPSLOPE/ 3-~4 BARS t)1y UPSTREAM SIDE OF TRENCH ANTI-SEEP ANTI-FLOATATION TRENCH WALL i
- _ " 4• i
/i -III-I I I_ A ~ s 2 \ =11 I " " /
/ FL B 6 B
\ \ \ \ C 3 4
D 12 15 ~ ~ ~
oRIaNAL ~cANI LNG GENERAL NOTES: MATERIAL WETLAND CROSS
E 4" 4" o -----TRENCH WALL \ 3-~4 BARS
/ \ \ / APPROVED LINES SHALL BE DIP. 't2 1. ALL SEWER BACKFILL 2, ANY TEMPORARY FILLS MUST BE REMOVED IN THEIR ENTIRETY AND THE
/ W \ POURED IN PLACE CONCR PLACE CONCRETE MATERIAL AFFECTED AREAS RETURNED TO THEIR PREEXISTING ELEVATION. BACK FILL
(SIDES NEXT TO TRENCH T TO TRENCH TOP 12" OF TRENCH WI1H ORIGINAL SOIL MATERIAL.
PIPE O.D. NOT FORMED) D STONE OR 8 3. THE TEMPORARY PLACEMENT OF EXCAVATED OR FlLL MATERIAL IN WATERS GRAVEL OR WETLANDS WILL BE FOR THE ABSOLUTE MINIMUM PERIOD OF TIME NECESSARY
N STOCKPILE D TO ACCOMPLISH THE WORK,
TYPICA TRENCH EXCAVATI 4. EACH INDIVIDUAL CROSSING WILL BE STABILIZED IMMEDIATELY WITH RED TOP GRASS
NOTE: ARGROSIIS ALBA , 7 LBS. ACRE, UPON COMPLETION OF THE CROSSING. STABILIZING
_ TH NON-NATI GRASSE (t,e., FESCUE, ETC.} IS PROHIBITED. ~ ~ 5. PERMANENT, MAINTAINED ACCESS CORRIDORS SHALL BE RESTRICTED TO TH
SEE NOTE FORMS NOT REQUIRED EIEL RED BELOW SPRING LINE QUI , MINIMUM WIDTH PRACTICABLE AND SHALL NOT EXCEED 10 FEET (3 METERS) IN
CONCRETE MAY BE PLACEI BANKS IN LIEU OF FORMS. TAY BE PLACED AGAINST SHAPED WIDTH EXCEPT AT MANHOLE LOCATIONS. TEN FOOT (3 METERS) BY 10 FOOT EU OF FORMS.
E (3 METERS) PERPENDICULAR VEHICLE TURNAROUNDS MUST BE SPACED AT
CONCRETE PLACED ON o AT LEAST 500 FEET (152,4 METERS) APART.
UNDISTURBED SOIL AS S SEE NOTE DETERMINED BY ENGINEER. 6. THE CONSTRUCTION CORRIDOR (INCLUDING ACCESS ROADS AND STOCKPILING OF MATERIALS) WILL BE LIMITED TO 40 FEET 12.2 METERS) 1N WIDTH IN WETLANDS
12" STAY SPACING A R~SSiNG NT PRACTICABLE. AND MUST BE MINIMIZED TO THE MAXIMUM E

~ MIN. 1a GA. STEEL OR wOOO POST CONCRETE A TI-SEEP & TOP WIRE
VYOVEN WIRE FENCNNG AS REQUIRED (-F A TEA T A
U N
e ~ SILT FlLTER FABRIC ~ MIN. 12-1/2 GA. o m Z
INTERMEDIATE WIRES , I a ~
M we ~ N
MIN. 10 GA. ~ N
BOTTOM WIRE
s ~ f ; i
~ ~ r,~, \ ` ~ , 6 MIN. COMPACTED ~ ~ , , ~ „ ~ , ~ ! { ~ ,f~ . f „ ~ FILL OVER SKIRT N \ ANCHOR FABRI
~ ~ ' ' ' `~'`r * ~ ~ C SKIRT w IN. 4" LONG CONSTRUCTION SEQUENCE
~ i..- ~ ~ y~., WIRE STAPLES 0 2 0 R TO NOTIFY THE qTY OF WHITEVILLE ENGINEERING IN WHITEVILLE, v, ti``"' a a 1. CONTRACTO IN WHITEVILLE, [phone] PRIOR TO BEGINNING CONSTRUCTION,
` " ~ o ~f"` f"r~ R INCLUDING AT STAGING AREAS . : w O ; 'r~i y ,'n,;~; 2. INSTALL ALL EROSION CONTROL MEASU ES ( ) NG AREA(S).
' ~ ~ , r`' +FOR REPAIR OF SILT FENCE FAILURES, 3. CLEAR SITE, BEGIN GRADING AND EXCAVATION AND PIPE LAYING
iv ~ `\\J, USE #'57 WASHED STONE IN LIEU OF 4, INSTALL SEDIMENT AND EROSION/TURBIDITY MEASURES AS SHOWN, AS CONST WN, AS CONSTRUCTION PROGRESSES
; % !,`k ` ~ COMPACTED FlLL. 5. AT THE END OF EACH DAY, EROSION CONTROL DEVICES MUST BE IN PLACE A 3E IN PLACE AS DEPICTED ON THE PLANS, UP TO THE CURRENT END OF DISTURBED AREA.
, ` 6. CONTRACTOR SHALL KEEP DISTURBED AREA TO A MINIMUM. DOUBLE TR N xJBLE TRENCH BOX IS TO BE USED AS NECESSARY TO MAINTAIN A MINIMUM DISTURBED AREA. STAKE
f EACH DAY CONTRACTOR MUST BACKFILL ANY TRENCH AND/~ . 7. AT THE END OF , TRENCH AND/OR PIT.
SI E FRO T TELY UPON PIPE INSTALLATION, ALL DISTURBED AREAS ARE TO BE LE 8. IMMEDIA ARE TO BE LEVELED OUT, SEEDED, AND MULCHED AS OUTLINED ON THIS SHEET.
AREAS MUST BE STABILIZED WITH VEGETATION OR OTHER MEANS WITHIN 15 0 S Y~ITHIN 15 DAYS.
9. MAINTAIN ALL TEMPORARY EROSION CONTROL MEASURES UNTIL PERMANENT A PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED.
NOTES: ITT S ~ ~ SILT BARRIER ION COND ON 1 STAKE AT 1• • • .
TAT10N ~ ADJACENT AREAS. 10. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE-CONSTRUCTION CONDITION' 1. INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SIL " ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAM :NTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES. EACH CORNER GROUND FENCE
2. WHERE WOOD POSTS ARE USED, POSTS SHALL BE A MINIMUM OF 3 IN DIAMETER AND 6 IN LENGTH. POS1S SHALL BE CREOSOTE OR AININ TEMPORARY EROSION CONTROL MEASURES UPON APF 11. REMOVE THE REM G ZES UPON APPROVAL BY THE qTY OF WHITENLLE ENGINEERING.
PENTACHLOROPENOL 1REATED SOUTHERN PINE. .
3. WHERE STEEL POSTS ARE USED, POSTS SHALL BE 5'IN LENGTH AND BE OF THE SELF FASTENER ANGLE TYPE. EROSION CONTROL NOTES: A A (
4, WOVEN WIRE FENCNG, WHERE REQUIRED (SEE NOTE #6), SHALL CONFORM TO ASTM Att6 FOR CLASS 3 GALVANIZING, FABRIC SHALL BE PERFORMED IN COMPLIANCE WITH TI OLLUTION CONTROL ACT ~ 1973. BOX - - I I .LANCE WITH THE SEDIMENTATION P
• 1 "STAY SPACING. THE TOP AND BOTTOM WIRES SHALL 1. ALL CONSTRUC110N ACTIVITIES SHALL BE A MINIMUM OF 32 WIDE AND HAVE A MINIMUM OF 6 LINE WIRES WITH 2 OPENING )NDUCIED SO A5 TO LIMIT EXPOSURE OF BARE EARTH FOR THE SHORTEST POSSIBLE TIME. ~ ~
WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WI1H NOT LESS 2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO BE 10 GAUGE AND INTERMEDIATE WIRES SHALL BE 12-1/2 GAUGE. ~ ~ AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND COVER.
TAPLES 1 1 2" LONG. 3. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLI THAN ~9 S / 4. TEMPORARY CONS1itUC110N STAGING AREAS SHALL HAVE ADEQUATE SEDIMEN T EROSION CONTROL MEASURES INSTALLED TO PREVENT OFF SITE IUATE SEDIMEN AND
BR C SHALL BE OF NYLON POLYESTER, PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 L6./LIN. IN. AND A SSARY TO BRING THE SI 5. FlLTER FA I ~ SEDIMENTATION, AND SHALL BE BE SEEDED AS NECE ~ - STATE UPON COMPLETION OF THE PROJECT. ~ BRING THE SITE BACK TO ITS NATURAL
MINIMUM OF 85~ FlLTERING EFFIpENCY, FABRIC SHALL CONTAIN ULTRAVIOLET INHIBITORS AND STABILIZERS. , 5. SEDIMENT AND EROSION/TUR~DITY CONTROL MEASURES SHALL BE INSPECTE[ BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY ARE FUNCTIONAL I T BARRIER FENCE SEC110N A - A
6. IF FABRIC FlL1ER IS USED WITH A STRENGTH OF 50 LB./LIN. IN. OR GREATER, ~ THE POST SPAgNG {S) DOES NOT EXCEED 6 , WOVEN IN OD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO NIT EFFECTIVENESS, S L UMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN U
OST SPAgNG SHALL NOT EXCEED 8. AND GO WIRE FENCNG IS NOT REQUIRED, OTHERIMSE, WOVEN WIRE FENCING IS REQUIRED, AND P TH PROJECT THE OWNER'S REPRESENTATIVE SHALL 6. OVER THE DURATION OF E , NTATIVE SHALL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS NOTE: FOR CURB INLETS AND ORS INLETS
OF ALL EROSION CONTROL MEASURES. IF EROSION OCCURS, THE OWNER'S RE IE OWNER'S REPRESENTATIVE SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY
T P RARY SI T F CE THE SITUATION. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY SUC RING ANY SUCH EROSION REGARDLESS OF WHETHER NOTiFICATtoN IS GIVEN BY THE OWNER'S REPRESENTATIVE. QP I T PR TECTIO T I FABRIC
7. CULVERTS, DITCH-LINES, OR RIP-RAP DISTURBED BY 1HIS CONSTRUCTION WII JSTRUCTION WELL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL
NTS OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE.
- A ED FOR CONSTRUCTION FINAL DRAWINQ3 NOT RELE S
11„11111III 111,
RELEASED FOR DATE
PRO~CT MANAGER DRAWe1G SCALE 909 MARKET STREET O ,,,,,11 ,AiC N.T.S. I NC 28403
WILMINGTON, APPROVALS DRAWN BY PROJECT DATE [phone] 9 :Q CITY OF WHITEVILLE EROSION CONTROL & C4
BWC BIDDING L SEWER EXTENSION SEWER DETAILS
APPROVED BY PROJECT NUMBER DICKSON Asheville. NC Columbia, SC 9 01 (7 5 DMC 2022ZOO.WL Eaginan • Planners • Surmprs Atlanta, GA Hickory, NC CONSTRUCTION SOULES SWAMP SEWER EXPANSION 4
DATE n LE NAME PLOT DATE Len dsmpe Architects Boca Raton, FL Raleigh, NC ,E` Ql i REV. NO. DESCRIPTION F
G. Vo REVISIONS y/NGINE~;Ia` to ~ DETAILS Charlotte, NC Wilmington, NC RECORD DW a a* e
I'1 , P N/'//UH IIIIWMVa

~~a
APPROXIMATE NOTES:
EXISTING GROUND ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF WHITEVILLE
PILE SUPPORTED FOUNDATION DESIGN SHOWN ON THIS
W°8 DETAIL IS BASED UPON THE FOLLOWING PARAMETERS:
~~~Z - MAXIMUM STREAM VELOCITY: 3 FT./SEC.
~ = 1' 6" CONCRETE PROPERTIES SHALL BE AS FOLLOWS:
~ ~ PIPE JOINT CONCRETE COMPRESSIVE STRENGTH: 4000 PSI
~~o g~N PIPE JOINT (TYP.) NOMINAL SLUMP: 4 INCHES
WATER/CEMENTITOUS MATERIALS RATIO: 0.45 (MAX.)
a~ CjW AIR CONTENT: 6 ~ 1.5
• TgS
I~~ZSW " ~ , 18 DUCTILE IRON PIPE CONCRETE SHALL BE COMPOSED OF CEMENT, WATER, COARSE AGGREGATES, FINE AGGREGATES
(SANITARY SEWER LINE) AND AIR. CEMENT SHALL BE TYPE I/II OR II IN ACCORDANCE WITH ASTM C-150. MATERIAL
REQUIREMENTS FOR ALL FINE AND COARSE AGGREGATES SHALL CONFORM TO ASTM C-33. COARSE AGGREGATE SHALL BE N0. 57 OR 67. AN APPROVED CLASS 'F' FLYASH MAY BE SUBSTITUTED FOR
~ ~m o -Io~F AN EQUAL AMOUNT OF CEMENT BY WEIGHT UP TO 25
Zy ~J
Z Zp IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE PARAMETERS, FOUNDATION DESIGN SHALL
;N •N 8~~~ BE REVIEWED BY THE ENGINEER.
~~mm
~~N~ _ ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4
N . Y~U
3F? CONVENTIONAL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 AND SHALL BE
©sg~ 3/4 "STAINLESS STEEL PLACED IN ACCORDANCE WITH "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS" (LATEST EDITION) AS PUBLISHED BY THE CONCRETE REINFORCING INSTITUTE. SPLICES SHALL BE
~W"~ ANCHOR BOLTS CLASS 'B' CONFORMING TO THE PROVISIONS OF ACI 318 - "BUILDING CODE REQUIREMENTS FOR
REINFORCED REINFORCED CONCRETE".
~o-ou CONCRETE CAP
NEOPRENE BEARING PADS SHALL BE FORMED FROM PREVIOUSLY UNVULCANIZED, 100& VIRGIN
NEOPRENE, WITH DUROMETER HARDNESS = 50.
~ PIER (SEE
PIER DETAILS) PRESTRESSED CONCRETE PILES SHALL HAVE A MINIMUM CONCRETE COMPRESSIVE STRENGTH OF
10" SQUARE PRESTRESSED 5000 PSI AT 28 DAYS.
CONCRETE PILE BUILD-UPS SHALL BE 3000 PSI CONCRETE WITH 20~ ADDITIONAL CEMENT. NO DRIVING OF THE
BUILT-UP PILE WILL BE PERMITTED UNTIL THE CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF
18'-0" MAX. 3000 PSI AND UNTIL A PERIOD OF SEVEN DAYS HAS ELAPSED SINCE CASTING OF THE BUILD-UP.
DISTANCE BETWEEN PIERS
PILES SHALL BE 10" SQUARE PRESTRESSED CONCRETE PILES. PILES SHALL BE DRIVEN TO A MINIMUM
TIP ELEVATION OF 21 FEET ABOVE MEAN SEA LEVEL (MSL). IN DRIVING PILES, A METHOD APPROVED BY THE ENGINEER SHALL BE USED WHEREBY THE HEAD OF THE PILE IS NOT DAMAGED. IF REQUESTED
BY THE ENGINEER, PILES SHALL BE TESTED TO DETERMINE THE ULTIMATE CAPACITY OF THE PILES.
THE METHOD OF LOAD TESTING SHALL CONFORM TO ASTM D1143 AND THE NORTH CAROLINA STATE
BUILDING CODE.
THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS, ELEVATIONS, AND ALIGNMENTS
PRIOR TO BEGINING CONSTRUCTION.
NOT TO SCALE
A
" 5" 7" 7" 7' S" " 2- 1 4 " X 3"
5 -6 ~ 3/4 ~ ANCHOR BOLTS STAINL SS STEEL STRAP
SEE "ANCHOR BOLT ETAIL") N
5 1 /2 " 11 SPACES ~ 5" 5 1 2 " 1 4 " X 3" STAINLESS STEEL STRAPS / 1 4" X 2 1 2" NEOPRENE
PAD A HERED TO S RAP
" IP ~ 18 D ~ a.
2- 1/4 X 3" STAINLESS STEEL STRAPS
W/ 1 4 X 2 1 2 NEOPRENE SNUG FIT PAD A HERED TO S RAP
#3 STIRRUPS
SEE "DETAIL A"
" 3" CL. 3" 3" 3 4 ~ ANCHOR BOLTS 3" 3"
S E "ANCHOR BOLT TYP. 3/4 "ANCHOR BOLT
ETAIL") (TYP.) 120' ~
4- 4 BARS
4-#4 BARS (TYP.)
3 STIRRUPS NOT TO SCALE
TYP.) 4- 4 BARS
3" CL _ 18" DUCTILE IRON PIPE
~ TYP. o I 4- 4 BARS (SANITARY SEWER LINE)
I N
N S - w~ 3 STIRRUPS ~ a
I IIO o M 4-#4 BARS i t 0 wZ
I ` ~ iM m_
~ i~ w~
x ~M M ZN
~ \
1 4 " X 6" NEOPRENE e 0> v ~
1 PA ADHERED TO 1 3 CIRCULAR
SADDLE OOP
4"
3 CIRCULAR 12 OOPS (TYP.) 12
7' 10" ° 10" 7"
A 1 1'-0" 1'-0" NOT TO SCALE
2'-c 2'-0"
1'-3" 3'-0" 1'-3" t 10" SQUARE
„ PRESTRESSED ~ 10 SQUARE CONCRETE PILES
PRESTRESSED ~~~,,~ti~imai~,~~
CONCRETE PILE Ie1CAR
4~ ~ ~ 1 j
1V I i.
1044511 ~ _
J ~ ~
NOT TO SCALE
PROJECT HANACER DRAMwC SCAIE RELEASED fOR
- ~ _ _ - 909 MARKET STREET ~ _ ,
JRC N/5 WILMINGTON, NC 28401 ooy Jones rranKtin Ka aui a 1011, DRAW-BY PROJECT DATE ETHERILL Raleigh, N. C. 27606 APPROVALS YPROVALS cIrr vF wnlTevILLe
MET [phone] ENGINEERING Faxi 91 919 8 1 8107 ,DDINc SANITARY SEWER SYSTEM IMPROVEMENTS STRUCTURAL DETAILS FOR
APPROVED BY PROJECT NUMBER DICKSON BIDDING HJM 20222.OO.WL Asheville, NC Columbia, SC -
Engineers • Planners - Surmyors Atlanta, GA Hickory, NC CONSTRUCTION REV. NO. DESCRIPTION DATE FEE NAME PLOT DATE Landscape Architects Charlotte, NC Raleigh, NC TRANSPORTATION PLANNING/DESIGN -BRIDGE/STRUCTURE DESIGN - ON5,R,CrON SOULES SWAMP SEWER EXTENSION PIPE CROSSING
REVISIONS DETAIL Wilmington, NC CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION RECORD DWG. LCORD DWG.