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3101 JOHN HUMPHRIES WYND
RALEIGH, NC 27612
9'.%WK782-0495
WDICKJON Locations:
community infrastructure cansui#clnt3 North Carolina Georgia
South Carolina Florida
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DATE
BY
AMH
PROJECT DATE
'11/04(919)
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3101 JOHN HUMPHRIES WYND
RALEIGH, NC 27612
9'.%WK782-0495
WDICKJON Locations:
community infrastructure cansui#clnt3 North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
BY
AMH
PROJECT DATE
'11/04(919)
APPROVALS
BIDDING
APPROVED BY
MWF
PROJECT NUMBER
40358.00.RAOffice
CONSTRUCTION
FOLE NAME
MEADow cREENs 1
PLOT DATE
12/16/04
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3101 JOHN HUMPHRIES WYND
RALEIGH, NC 27612
9'.%WK782-0495
WDICKJON Locations:
community infrastructure cansui#clnt3 North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
BY
AMH
PROJECT DATE
'11/04(919)
APPROVALS
BIDDING
APPROVED BY
MWF
PROJECT NUMBER
40358.00.RAOffice
CONSTRUCTION
FOLE NAME
MEADow cREENs 1
PLOT DATE
12/16/04
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CITY OF EDEN, NORTH CAROLINA
MEADOW GREENS, DAN RIVER & COVENANT BR.
SANITARY SEWER OUTFALL IMPROVEMENTS
5+00
5+50
MEADOW GREENS NORTH
SEWER REHABILITATION
STA. 0+00 TO 0+00
BEFORE YOU DIG
CALL 1 800 632-4949
N.C. ONE—CALL CENTER
IT'S TM LAW
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1
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DRAVM BY PROJECT DATE APPROVALS R&M WK [phone]
APPROVED BY PROJECT NUMBER BIDDING MEADOW GREENS, DAN RIVER & COVENANT BR. SEWER REPLACEMENT
MWF 40358.00.RA DICMZ)ON Office Locations:
FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION FVN DESCRIPTION DATE ` SANITARY SEWER IMPROVEMENTS STA 1+00 - STA 7-1-00 C69 ZiF 1111
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$o~~ _ - .546 _ ~ ~ ~ s,' ~ ~ ' PLl{ QQST. 4 / , " ' ~ ~ 75° RCP _ INV +545,8 12" Ui7.~543'.24 1 f ~ ( ~ ~ SERVI(~ ~ ~ 55141 B" I ~ ~ d0' 005i1VG R141~ ~ j i ~ : ~ , _ ~ i r ~ U7 91 ~ ( TH) ~ 514.98
~ he I ~~I~ -,c-~ _ ay~q t j WY OUT . - ~ ~ pp . 3NfJ ~ , _ ~ ~19RE INY IN - / WY OUT ~ 590.87 ~ I ~ ~ ~ ~ ~1 (1q~`,SS} 375.08 1.\ INY IN .590,91 ~ i i i Ouf + 514
t[i~ s ~ ~ ~ '~~~HOt f---~p ~ . I ~ . ~ ~ ~ l ri9d I, I ~ ! ~ GUY RE - ~k-;~~~ ' l~ J / / ~ f5' 7Rg ' ~ ` / ~ ~ 1
4 ~ ~ t l , t ~ ~ r~ ~ ~ ~ a~' srG, ' p ~ INSTA~.1o5 ~ OF ~ c cT To 4 G ~ ! ~ x ~ ~ ~ ,3~ . y~ - I~ o I 4 CONNECT TO ~ / ~ ~ ~ r ~ ~ ~ ~ r ~ ~ \ N 0 EXIST; MANH(KE ~ ~ I
~ ~ ~ i ~ 'IEMP~tARY SILT FENCE E~(IST MANHOLE ~ I R ~ VE A'~,JD dNSPtt~ ~ I C , ~ _ _ i ~ f i \ _ , ~ ~ ~ 2s' oaK / / ~ ~ ~ ~ I ti I i ,
~ 2 ( i t i s o, ~ OF E ~L~ 0~ E>~IST. j , _ ' ~ ( ~ ,b ~ 7 ~ ~ ~ ~ d i x ~ 4 ~ ' 2 +3' ~ ( i I !III I j. _ .T_.._.~- . 1 ~ ~ f w t~1,~ ~
~ I i ~ ~ l7" YCkAiC~~E I i t I 4 _ x x - II ` ' r ~ 7 V ~ ~iLGnn APB ~UB ~ ~3' 0 ~ J 1 ~ ~ ~ i APPROt(. 209 S.F. ~ ~ X X_ x ~ I ~ ~ I ) t ;
~ ~ ~ I ti ~ 1 ~ I h I t ~ M 1 j ~ I ~ ~ ~ i I I I C r ; ( ~ ~ ~ 1
o• wntru ? r i ~ ~ ~M ND ~SP05~ I ~ I ~ ~ ~ ~ ~ ~ , CD ~ ~ I ( I 12° oAK ; ..r ( 1 t5 s I 0 i 24' OAK i i ~ ~ ~ } ~ I
_ r-----••~.,___..~ f ~ ~ v,I f OF X195 ` OF F7pSL ~ ! ~r !I I ~ ~ 4 ~ .i ~ t~^~1 `.~.7"` N i ~ ~ I ! I I ~ ~ x 1~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ r G U~ ~
` v ~ ~ WCP \ ~ _ ~ t 1 I ~ t NSTA 79 LF QF . - - -_-r.___ ~ 1 ~ ~ ,
k " ~ ~ T19yf ARY LT ' ~ i ~ I UN f SEE SHEET ~ C FOR PLAN & ? 2 FENCE It i$ OAK ~ ~ ; ~ ~ ~ REMOVE AND r i ~ ~ j ,I w~ j f 1
j ~ P LE I t I, j IEII DISPOSE OF 240 LF ~ ~ \ r ~ 1, `~Ii 1
GERALD D(~dALO CHAMBERS; ~ I ti Eft PHILIP SAPP I . ~ ~ ROBIN L CORUM QF IXIST. 8 VCP i ~ `I. , M LE ~ ~
459 MERRIMAN STREET 465 MERRIMAN STR T EE I ' • ! ~ JOHN WAYNE & KAY M. ~ " ~ 1277 DELAWARE AVENUE 2 MAPLE, 1r MAP I ~ ~ , ~ ~
PIN:7090.i553.1792 1I , DB 1 PG 1 PIN:7090.1553.i6f 0 l i ( f I, I i l k PIN: 7090.1045.3782 BURNETT \ « ~ ~ I D$ 850 PG 837 1318 SOUTH AVENUE 24' oAK ~ i ~t I ~ t''
DB 1011 PG 966 ~ ~ i ~ i~ i~ PIN:7O90.1045.1674 l / V ~ I 24• onx
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~ r, M I _ _ _ _ ~f. H~ ~ . _ DISPOSE. OF 240 LF ~ ~
545 ~ ~Ro~, N ~ ~ 4~ 45 5 59p I OF EXIST. 8 VCP ~ ~ I oao 1 ~ 0 5sa ~ o I - 1~~-- _ _ _ ~~<m
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I ~ ro _ 1,,.... d t~ i ~ OO ~ > ~ z z z ~
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- - - - _ .I . _ i I ~ I ~ r~o~
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II Z zO i I, I , -a I \ ~ ~zzz
- ~ Xt-O I ~ . 1i J L- Z Z Z
535 ~ _ _ _ _ _ ~ 535 58a ~ , r ~ a - - _ -I -
~ I - - _ - - - I ~i. . _ I _ _ _ _
. ! REMOVE AND tNSP~ j
~ . _ _ . r OF 198 LF OF~ EXIST: . ' ' , _ ~ - G,
~ ~ I i _ ~ _........i............ L. I
1
_ ~ _ ~ I , 575 i ~ 575 _ _ _ -,----.v _
- _ _-r--- _ _ _ _ - - - - I
~~R~1-z-~~~ i 0.7 6.7X. SLOPE: la_ _ IL . H RIZ. 0
H4 I~: =
_ I. . ~ i _ _ V~RT:.. _ _ ~
T
_ _ _ _ _ . . I - I _
525 ~ ! ~ ~ 525 CALL 1800 632-4948 57a i - ~ ----------1_ 57a 3 - _ _ _ _
R 1+p0 1+50 2+a0 2+5p 3+ap ~
1+aa 1+5a 2+Oa 2+50 rl.c. oNE-cnL,L c>~I+IrI~ 3+aa IT'S TIC I.AW
~ ~
_ _ ~
PROJECT MANAGER DRAWING SCALE RELEASED FOR DATE mob/
MWF 1" = 20' 3101 JOHN HUMPIIRIES WYND
DRAWN BY PROJECT DATE RALEIGH, NC 27612 APPROVALS CITY OF EDEN, NORTH CAROLINA COVENANT BRANCH EASTERN OUTFACE UC6 MEADOW GREENS, DAN RIVER & COVENANT BR. SEWER REPLACEMENT
RSM WK [phone] APPROVED BY PROJECT NUMBER BIDDING
MWF 40358.00.RA DICKSON Office Locations:
REV. N0, DESCRIPTION DATE FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION saNiraRY SEWER IMPROVEMENTS MERRIMAN STREET & DELAWARE AVENUE n
Plan and Profil .dwg South Carolina Florida REVISIONS RECORD DWG.

?N? 4 i-Y~
0;~ ~0
z WWZ I-a ELEVATION VARIES
F'W~ ~z~ MINIMUM A/G WEIGHT 00 1" LETTERING REFER TO PROFILE
,w,ZX ~ FRAME ~6c FOR MANHOLE FRAME AND COVER 1 UR 2 OR 1 60 6D 64
~ RECESSED FLUSH MANHOLE FRAME ANA COVER cQVER Igo
/ TQrAL ~.3~ ~ _ ~ ~ -
~ U
ti 1 7/8 MANHOLE STEP a'/ ;n ~I . • ~ ~ ~ ~ r `t r
~ ~ ~ ~ a~~ COVER 120 Ibs. MINI n<~ ~ AT 180° ~ 0 Ibs. MINIMUM 6
o v. ~ ~ ~ ~ ~ ' ~ 1 ~zo ~ I ~ ~ ~
~ ~ / ~ / 1 / ~ ~ ~ ~ . NEW MANHOLES USE AN APPROVED BITUMINOUS 1 I
o'~-~~ t~~ ~ BASE SEALANT THAT SHALL BE APPLIED 70 THE TDP OF THE CONE SECTION TO PROVIDE
o ~---C L-. ~ ~ ~ 1..,--- ~ i 5/ ~ ~ I , ~ ,F_ ~0 31 ~~w i I ~ , - I ~ } A WATER TkGHT SEAL. i
~ z ~ ~ _ ~s ' Z~, ~ ~ I 1 1' ~ ~ i t ' MANHOLE CONE AND BARREL
~ i`~ 7 4 , SECT10N5 SHALL BE AS PER
a~~m , ~ ~ ~ % ~ ~ ~ TYPTCAL LIFTING DEVICE ~ N.C.D.O.T. STANDARD 840.67 I
o- \ \ ,.~,~,~`'~_J L/ / ~n ~ ~ a 1 < 4,~ u ~ 4'TO 6'DIA AS REO'
' ~T ' ECCENTRIC M.H. CONE MAY ~T i
-oho 9 ~ ~ J ~ BE USED ON 8" AND 9 I ~ ~ _ - °0" RING SEAL o ~ a m ~ n 10" SEWER MAINS
d~o~ -C ~~~o ~ 26 3/4» I ~ ~ r-, OR RAM -NECK "
~m ~ q O p ~ ~ o RUBBER B00T 6
I .,~~a= PLAN 0
o~N~ N , ..........~J._....__ _ C ~ - -
Y~Z~ !i ~F-in ~ ~ / l
-o 28 i/4` ~ LATERAL INVERT SHALL J ~ ~ NOT BE LOWER THAN
ltA' 26 ~i~~ 1 3/8 I MAlN SPRINGLIKE.
w ~ z6' ~ ~ _ I -
onn~n ~ , 2 7 8» ~ n n ~ ~ r r__.~:..._._.__. WHEN MANHOLE TOPS ARE IN
~ r / , ~ i EXCESS OF 3' ABOVE GRADE
_ .____i OUTSIDE STEPS MUST BE PROVIDEp, SEE STEP DETAtL 7
~ I!R' GASKET IN VERTICAL ' 1 ' FACE CJF COVER SECTION A-A g~ 60
1~ t% + ..L r~ ~ ;r
' ~ ! RING MUST BE f EXTENDED MANHOLE BASES MAY BE
N H N 28 1 /4» A C flRED I 24..~ % ~ USED TO MINIMIZE MANHOLE
ACCQRDANCE 26 3/4" a' z8° w1TH 3 FRAME 182 Ibs. DIAMETER WHEN A LARGER MANHOLE ~~~n ~ IS REQUIRED BECAUSE OF THE
34" 6 d c~ DEPTH, IN WHICH CASE MAIN SIZE
~ WILL DICTA MANHO ~ ~ . ! I ~ 1 TE LE DIAMETER.
7 24" 7 1/2" - ` I
A j t' ~ I A M(N. 6" COMPRCTED #67 STONE ~ r ~ ~ I BASE TO BE INSTALLED
~ i - ' i ~ UNDER NEW MANHOLE.
A j ~ ~ i } I ~ ~
~ ~ 'y ~ 1» 28" LL_ I ~ ~ ~ ~ E~ - ~ I ; IN NON-TRAFFIC AREAS, TOP OF
1 ~ f . I FRAME AND COVER SHALL BE
~ 5/8' k5 ~ I STAINLESS STEEL RQD ` ~ ~ ~ i INSTALLED A MIN F 1' A 0 ~ ~ . U B VE ~ ~ ~ ~ FINISHED GROUND SURFACE.
33„ ----d ~ I , ~ ' ~ ~ /
1 ~ TYPICAL LIFTING DEVICE MEASUR ~~y. MEASUREMENTS iN (NOHES ~ ~ . a -
~`-~a ~ ~DIAMTER OF MANHOLE MAIN SIZE OR DEPTH Of INSTALLATION _ _ _ ~ e
TOP flF CQV'ER _ 4' - 0" 8" TO 12" I 0' TO 12'
1 5' 0" 15" TO 30" ~ 12 TO 20 ~
4~; 6' - 0" ' 36" TO 54 i 20' AND GREATER
~01/ER
~ ANH LE FRAME AND WATERTIGHT COVER 2 STANDARD MANHOLE C01/ER M O 3 STANDARD PRECAST SANITARY SEWER MANHOLE
NOT TO SCALE NOT TO 5CALE 6d ~ NOT TO SCALE
i-' -1
~I
_ 4"
~
,----Y
i I
EXTEND GVER INVERT I i
11 ! II
~.Q t ~~p. ~ ~ ~ ~~~i ~ ~f ~ ~ ~ ~ ~I 4 ~i
~ Q ~ ~ i X TING SEWER MAIN, ° j a ~ ~ EIS ~ ~.z~ ~ ~ p i I I
~ , ,GROUT 4 MANHOLE BASE 5ECT10N ~
! \ ~ i - ~ ~ li ~ 5'• n I~
i ~ ~ c; - ~ NEOPRENE BOOT , 1 ~I' EXPANSION BAND ,
~ i.` ~ I ~f ! ' ~ ~
L-'" I~ -y ~ ~ D.~. \ 1 ~ . . /s ~ OUT AROUND PIPE-TO A ~ i GR I J, FLUSH WITH kNSPDE BE
~ ~ ; _ o 1 ~ ~ . ~ 1 I FACE O~F BASE SECTION - ~ I
~ I ~ IttII . ~ i . Q B p I \ al' ~ .
_ GRAVITY GRAVITY SEWER ' 3" MAX. ~ !
EXISTING MANHOLE ° ~ . , ~ 4~. ° ° a ~ ~ c ~ MAKHULE INVERT A
.'o ~ ~.4',~ ~ ~ I Q
' ~ RAMP DOWN TO ~ ~ I SECTIC;i~d FAT RIGHT ~1NGi_E TG EXISTING MAIN ~ p~qN SIDE E~EVATiON p I ~ a a
GRAVITY SEWER I I EXISTING BENCH ; . % / ~ _ p, PkPE CLAMP i
WITH GROUT I ~ I 1-_ ~ n~ Tn MAINS EXISTING ` ~ ~ I ~ ~ = 1_ ~ ~ v.. ~ v: a ~ a a v, . - SLIP RESISTANT CLEATS _
/ BENCH ~ ~ i 5'-Q~ r~ [If' 1S" TN ~0" P1AINS j e ~ Q e e n.
v v ~ a v v a ~ 1 ~ ~
~ a ~ ~ ~ ~ -0" FC~n 36° T l7 ~i4" MAINS a.. a NGTES~ G--_ ~ ~ _ r1.~r~ CaLLL7rl rl i i r ~ n
L`ORED HOLE W 1. FLI]W SHALL BE MAINTA N ~ ° ; T_~----~ ~ ~ ~ I ED Ia o.~ P }
NEOPRENE BOOT g ;a A. , j ~i r . N T s ~ o.. - DURING CCU STRUC IAN, ~ o
- ° ~ ~ THIS DETAIL TG BE USED WH N ~ E ~ . :,v ~ ~ 4.. , . A 6° GR LARGER LATERAL o 12"
GRI]UT
NECESSITATES CGNSTRUCTInN QF ~ ~ ~ b ANEW MANHOLE OR WHEN NEW ~ .,I ~ ~ ! . NOTES: ELEWATION
M NN M T ~ ~ ~ pl~ a- A GLE US BE caNSTRUCTED ~ ; 6 , ~ 6 ~ , 1. MATERIAL SPEGIFICATfON5: NEOPRENE BOOT - ASTM G-923; PIPE ~3 OR ~4 REBAR
NVER EXIST, SEWER LINE, , , ~ ; CLAMP Sc EXPANSION CLAMP -STAINLESS STEEL, ASTM G°923.
3. SEE STANDARD DETAIL 3 ~ ~ INE~ ! I ~ ~ SAW TG CUT SPRINGL ~ ~ I 2. TWO PIPE CLAMPS REQUIRED FQR PIPE O.D.'S 15" AND LARGER. ~ CORROSION RESISTANT MATERIAL
f=NR PRECAST MANHNLES, e I I ~ , (RUBBER, PLASTIC)
4. THE CNNTRACTOR SHALL i~ 'I
PRNVIDE A MINIMUM 6" CGMPACTE ~ . ~ i
# 67 STGNE BASE, hh.: h~~~~ ~ ,-~~~-.~~.d_.; .a ~°~a~`~_ - _ . _.r I 1
5. FQR SPECIALTY SECTII7N IIF XISTING SEWER MAIN ~ ~ E I
PRECAST MANHGLE, SEE DETAIL 6e
SECTINN ALGNG CENTERLINE GF EXISTING MAIN
SECTIQN A-A
I T. PR P. MANHOLE DETAIL 5 STANDARD MANHOLE INS-~ALLATION OVER EXfSTING SEWER MA[N CONNECTION TO EX S 0 6 STANDARD MANHOLE B00T
NOT TO SCALE ~ ~ NOT TO SCALE ~ 60 n~oT To scALE
~ STANDARD SHIP RESISTANT MANHOLE STEP DETAIL
N T T 0 o scA~E

PROJECT MANAGER DRANINC SCALE RELEASED FOR DATE 3101 JOHN HUMPHRIES WYND ~
RALEIGH, NC 27612 DRANK BY PROJECT DATE APPROVALS CITY OF EDEN, NORTH CAROLINA VC691
CADD WK [phone]' q
APPROVED BY PROJECT NUMBER BIDDING arDICKSION LE Office Locations: MEADOW GREENS, DAN RIVER & COVENANT BR. DETAIL SHEET
CONSTRUCTION z SANITARY SEWER IMPROVEMENTS
REV. N0. DESCRIPTION DATE FILE NAME PLOT DATE community Infrastructure consultants North Carolina Georgia /3 REVISIONS South Carolina Florida RECORD DWG.
11

~ ~
rx~
~;g ~'~x
z~a
~z~
W $L°, ~z
o~~
W~~ jr~
U )Z U FINISHED GRADE ~
oho FERNCO ECCENTRIC COUPLING _ ~ -
FOR CONNECTING PIPES OF ~%~~i~~ j oaf UNEQUAL DIAF~ETER, OR • ~ yy ' ~ ~ /I.~ i ~ ~ C{3MPAGTED BACK FlLL COMPACTED BACK FILL
~z$ APPROVED EQUAL j~ ~ / i / ~ i i ~ / , ~ ,
W _ J ~ ECCENTRIC 't ~ <W 4.Q0 ~ BUSHING
. ~ i °~~W ~ if A
~~W~ i ~Z~fx MAINTAIN ~ ' ~ i / ~ / ~ ~ A~; ' / ~j ~i ~ \ / / i
CONTINUOUS FINAL BACKFILL . ~ i ~ ~ i ~ V UNDISTURBED i~ ;KFILL ~ ~ ~ ' / i, ~ TRENCH way ~ / i~i ~ ,i
~Z~~ FLOWLINE STANDARD 4° BRONZ ~LEAIVUUT PLUG ' i . , ~ i , , 1r ~ ~ ~ / % ~ 'i
~~NW \ ' d'UWm $ o PVC OR I ~ %i' ;~j j ~ ~ ~ j/i, /i %ti ~ /
~ ~ DUCTILE IRON PIPE ~ duo ABS PIPE ~ ~ 0 , ~ y ~ ~ / //j ; ~ _
U~ZJ~ ~ % ~00~ ~ / UNDISTURBED SOIL ~
V ~l ; i% ~ ~ / ~ / . i i ~ ~ INtTiAL \ " ~ BACKFlLL 70P OP piPE
UN~o 4s~~° ~ ~
W 2'-a° SPRING LINE - ; i;~ EMBEDMENT . ~ " MATERIAL i ~
a~ ~~NN SECTION -o ~ OF PIPE % ~ (`y HAUNCHING HAtJNCFfiNG EMBEDMENT
N .J "~d< INITIAE. ~,CKFILL i ,i.. i~ , ~ ~ MATEREAI ;KFILL - ~ e. ~ ~ ~
3~bvWi ~ ~ ~ ~ BEDDING y - ~ ~ n, 1 ~ ~ ~ . \ h" BEDDING MINIMUM
tU ~ 2 6
C9W2~
~7N< ~$u~ FERNCO-1056 SERIES W/
ooo~n AGGREGATE STONE a ' BEDDING, MIN. 8" STAINLESS STEEL CLAMPS 6 #67 STONE 4<'•t ~ iTONE ~ ~ ~ ~ SIANvARD B~DDiNG
TOP & SIDES, 6" AND SHEAR RINGS, OR WHEN ROCK IS E ICK IS 6" O.D. Of PIPE fi" MINIMUM SIDE CLEARANCE ~f~ECit~L ~E~,C~I`l~ ~ ~ p
BOTTOM, TYPICAL APPROVED EQUAL ENCOUNTERED ERED ~ ~ ' _ ~ ~ ~ 0~? 3 TO 14 hE~ TH 5 ~7R l~-~0 D~~'ll~~
1; 12" O.D. 6F PIPE 12" MAXIMUM SIDE CLEARANCE
r
I PVC OR DUCTILE IRON PIPE
VC/TC PIPE
_ N01ES:
1. EMBEDMENT MATERIAL MUST BE CLA55 I
(N0. 67 OR N0. 78M WASHED STONE IS TYPICALLY USED)
CLEANOUT FERRULE WITH PLUG NcTE~:
iiRING SHOP,INC AND BRACING, ~'~iMENSIO~;S SHALL D= TAKEN 2. EMBEDMENT MATERIAL SHALL. BE COMPACTED TO A
ELEVATfON ~ TRENCHES RfOUiPING sHORINC FROM THE INSIOE FACE of THE ~F FACE OF THE SHGRING AND BRACIPdG. MINIMUM OF 90q STANDARD PROCTOR DENSITY FOR CLASS I MATERIAL.
STYLES ACCEPTED: 2. Nc Rocks OR RouLDR~RS of E?QULDE~RS 4" OR 'LARGER TC BE USED IN INlTU~.L BACKFILL.
INVERTED NUT aLL eacl«;LL MATERI,4L sHALL e 3• REFERENCE SPECIFICATIONS FOR EMBEDMENT IATERIAL SHALL BE SUITABLE NATIVE E4ATFRIAi_. MATERIAL SPECIFICA~ONS.
RAISED NUT BE TAMPED IN e" LAYERS 1N TRAFFIC. AEE,aS, i_." III NCN-TRAFF;C AREAS. 4. ALL SANITARY SEWER LINES LESS THAN 4 ffET AND
4. BP.CKfILL SHALL BE TAMPED IN NOTE; SEE STANDARD SEWER LINE TRENCH DETAIL fOR PIPE BEDDING OVER 20 FEET IN DEPTH MUST 8E D.LP,
BEYOND COUPLING.
TRENCH BOTTOM DII TTOM DIMENSIONS 8c BACI~FILLINC
3 REQUIREMENTS FOR DU 2 4 CLEANOUT PLUG FOR DUCTILE IRON ~~ITRLFIED CLAY c~
W R LINE COUPLING REINFORCEC ~1FORCED CONCRETE PIPE.
1 STANDARD SE E 4 STANDARD PIPE BEDDING DETAILS NOT TO SCALE 6~ NOT TO SCALE
61 NOT TO SCALE NC
FVC TO D1 PIPE ADAPTER USE ~
FERNCO COUPLING 445--401 OR ti ~
APPROVED EQUAL TO SEAL ° ~ ° J Z J
NOTE: p~ W ~ tL
FINISHED GRADE P SANITARY SEWER SERVICE SHALL BE AVEMENT OPTION DICE SHALL BE ~
\ I ~ ~ ~ , ~ CONNECTED TO MANHOLES AS SHOV W 45' PVC SADDLE ~ ~ ~ )LES AS SHO N IL 4 ~
A~ ~ / ; \ OR SPECIFIED IN DETAIL 4 ~ / ~I;i / i 60 PIPE CROWN ~ 60 ~ ~ z
i / ~ MUST BE 2" BELOW GRADE ,j ~ ~ ~
~ ~i' ~ i~ ~ I / ° ~ "a ~ ~ ~ q
"j j / ~ j ~ ~:a WHEN SEWER GLEAN OUT IS IN PAVEMENT U ~ v3 3
~ i I~ ~ ~ % ~ ~ i ~ ° ~ ~ ~,'-~'il=~~'' IT M T iN TA ~D INSIDE A VALVE v ~ , i ~ e. •~a.~~ US BE S LLt PROPERTY L,J d ~ o ~ Q UJ mz ROPERTY FLNW H A
FINAL j j ~ / j ~ ~ ~ ~ i~ BOX WITH COUER LABELED SEWER. LlNE~EASEMEI~ _!NE EASEMENT LINE o p W
BACKFILL / / ~Q a~ STAINLESS °n ~ ~ ~ z
j i~, A T I N~ j i, G S RO O CAST IRON OR BRONZE STEEL ~
- GLEAN OUT P ~ ~ FINISHED CLEAN OUT PLUG ~ CLAMPS
/ ~ ~ ! / j ` f j ~ j UNDISTURBED SOIL GRADI~
~ ~ ~ _i_r,_1_1-i~- _~i_.~_iw i % % - i
jj ~ ~ ro
~ ~ / / PAVEMENT CURB ~ " ~ ; . . , a . ~ BACKFILL UNDER PVC SADDLE, ,
. ~ /F , I . ~ - - 4 .d a ° . . i ~ ~ - \ • ADAPTOR, AND CAST IRON BEND
~ I 2 _Q NOTE: ~ ' . W1TH~67 STONE AS SHOWN ON ~ ~ ~ i W
I ~ . ~ ~:I. ~ . ~a w C 3 ~ ~ ~
INITIAL ; i , THE FULL LENGTH OF THE SERVICE DITCH SHALL ~ ~ . - , ~~J~ ~ / ~ ~ ~ ~ I ~ 1q~ ~ % ~ ~ E°nw z
BACKFILL ~ ~ ~ BE COMPACTED IN 6 LIFTS WITH MECHANICAL TAMP. , 1 ' j ALL TAPS WILL BE MADE USING MECHANICAL TAPPING ~ . ' 4" D.I. PSG ~ v~ Lam? ¢ ~ ~ ~ 4„ D.I. OR ~ Q~ ~ ~ ~ ~
SPRING LINE: : ap`~. o: oar -#57 STGNE MACHIN $END ~ ~,~oo a,~ °o o ~ E, FOR PVC INSTALLATIONS, SADDLE AND PVC PIP - p PIPE CREWN P5S 4 ~ ~ ~ W PVC PIE o o ~ ~ , d ~ a
`,~n ~°°o ~ o~ a°o MUST BE BEDDED IN 67 STONE, BEDDING AND HAULING , 45 45 a~ eP1 ~ ~ ~ ~ "
HAUNCHING b°°g~j Oop° Qoo ap o I ,PIPE GRADE MUST COMPLY WITH REQUIREMENTS OF STANDARD DETAIL 4 N TH P P P qJ~ ~ ~ in ~w a~~ LEG OF RO . P~ N ~
_L ~ ° ° ° ro°° o ~ L °o ~ 6 ~~Q., o~ °~~o° °p °Oge °0°0 0° ~ L LATERAL VARIES P5 e~ o ~
fo°° °o ~°(-1y~,°s[[~~°,° / 4" BEDDING 6CC Oc p0 ~g~ °OV'pb~" ~ ~ ° ~ ~ 1 TAPPING ~ ~B _ 8 ,1D OR 2 1 I OF PIPE SADDLE ~y 1
~ I P ECE ~ ~ ~ x ~ ! SADDLE OR fN-LINE WYE SEWER COUPLING 3
~ 4 ° J
UNDER ~ MINIMUM SIDE TAMP WELL ~ j ND 6" aF PIPE 6" CLEARANCE 1f16 OR 1/8 C.I. BE MIN. GRADE 1. ' PIPE SPRINGLINE qti ~ d ~ q I~ ~
BOTTOM HALF - ` . l ~ ° o ~p~ ~ w
OF PIPE ~ gPQO~ w H W n
q' m R J ~ ~ ~ Q o
EXfST. SEWER LINE ~ W z ~ v
BARREL OF PfPE TO 5 TYPICAL TRENCH BOTTEM DIMENSIONS •45 SEWER ~y~ ~ LJ I w
,SADDLE REST ON UNDISTURBED SOIL 61 FNR SDR 35 PVC GRAVITY PIPE ExisTiNc 4" SERV(GE LATERAL (TYP.) ~ q~ q, ~ ~ ~g q~e i' rt w LJ L1
MAIN ~ N TALLATION STAINLESS STEEL CLAMPS ~`t~~ve" f ~ a ~ ~ W
NOTES FOR SADDLE I S ST. SADDLE INSTALLATIC]N LIMITS ~P~ q'~ oe ~ w a R z ° COMBINATION LONG P~~ ~ ~ F ~
r nches re uirin shorin and bracin ,dimensions shall : ' DETAILS, SEE STANDARD COMBINATION 1. Forte q 9 9 g TURN PATTERN Y
k n frorl the inside face of the shorin and bracin ' ' ' ~ DETAILS TURN PATTER be tae 9 9 ~ g AND 1 8" BE A AND 1/8 BEND
Z, No rocks or boulders 4 or larger to be used in initial backfill, 61 61
3. AEl backfill r~aterial shall be suitable native r~ateriaL F-
4, Backfill shall be tarlped in 6" lifts in traffic areas, 12' in ~ LATERAL SADDLE INSTALLATION H
non-traffk areas a.. L~ 8 LATERAL SADDLE INSTALLATION 61 `~~q
~ TYPI 1TARY SEWER LATERAL. CONNECTION CAS.. SAN DETAIL FOR P1~C PIPE _ ~ ° ON Q I- DETAIL FOR VCP AND DUCTILE
TRENCH BOTTOM DIMENSIONS AND BACKFILLING 61 NOT TO SCALE ~U~ Q Q~ ~ © IRON PIPE
REQUIREMENTS FOR PVC GRAVITY SEWER MAIN
~~W~
~~~~~~~e~~es~~e eTM~~ Ioru~cscue ui,~~ni,n,rn RELEASED FOR ~ DATE o~~ ~°~c,~
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WK RALEIGH, NC 27612 APPROVALS pw,yM BY PR0.ECT DALE [phone] CITY OF EDEN, NORTH CAROLINA [7C 1
CADD AWROWD By PROJWT HUMBER DICKSON BIDDING LE, (01 M. Office Locations: MEADOW GREENS, DAN RIVER & COVENANT BR. DETAIL SHEET
O REV. N0. DESCRIPTION DATE FLE MW PLAT BALE ca ummity infrastructure consultants North Carolina Georgia CONSTRUCTION SANITARY SEWER IMPROVEMENTS 6g
REVISIONS South Carolina Florida RECORD DWG.
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AERIAL PIPE CROSSING GENERAL NOTES;
WUy°j
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O~Z ~~Z 1. ALL MATERIALS UTILIZED ON THESE DETAIL SHEETS SHALL CONFORM TO THE APPROPRIATE
o~ W SECTIONS OF THE CITY OF EDEN SPECIFICATIONS UNLESS NOTED OTHERWISE HEREIN.
off= V VAR{ES
0~° Z• RESTRAINED JOINT PIPE AND FITTINGS SHALL CONSIST OF BOLTED RETAINER RINGS AND WELDED PILE suP~~Ri€6
a~ RETAINER BARS OR BOLTLESS TYPE WHICH INCLUDE DUCTILE IRON LOCKING SEGMENTS AND RUBBER IER SEE DETAIL AND NOTE 3 2'-0" 6'-0" MAXIMUM PIPE SPAN MANHOLE, TYP
aZ~~ F R TRAIN JOINTS iF APPLICA ~~d~ RETAINER5. BOLTS 0 RE5 ED ( BLE} SHALL CONFORM TO ANSI B18.2. DETAIL TYP MIN SEE ATTACHED TABLE
°z-a RESTRAINED PIPE AND FITTINGS SHALL BE FLEX-RING OR LOK-RING TYPE JOINTS AS MANUFACTURED BY CLASS IRIP-RAP 67 '-RAP 4 4'-0°' 3/4" STAINLESS STEEL fECTION 67 CLASS I RIP-RAP ANCHOR BOLTS
f' P T F X A MAN FA T D!P CARRIER PIPE ,SLOPE PROTECTION ~ ow AMERICAN CAST I ZON PI E CO., R LE S U CURED BY US PIPE, BOLT-LOK AS MANUFACTURED WITH RESTRAINED (TYP) DR As sHawN IY~W~ A S SHOWN MANHOLE, TYP TYP SLOPE PROTECTION, ~
BY GRIFFEN PIPE PRODUCTS, OR EQUAL. drjliVT L;rnwCS oN DRAWINCs ~ , d BETWEEN MANHOLES 3S''~~~!% _ TYP ~ ` ~ ~ ~ 3/4" STAINLESS 5TE '
~w ~ 5EE NOTE 4 IN NCRETE PIER -{i`~ GO t ANCHOR BOLTS SEf DETAIL STEEL CASING PIPE -_r
3. CONCRETE PROPERTIES SHALL BE AS FOLLOWS: DETAIL{f~{y~J -7NW ti/ ~oWm CONCRETE COMPRESSIVE STRENGTH = 4000 PSI EXTEND RiP-RAP ,jf _Rqp AND N07E 3 N
NOMINAL SLUMP = 4 INCHES 2' D" PAST WATER <y o LINE, TYP WATER DETAIL t
WATER/CEMENTITOUS MATERIALS RATIO = 0.45 {MAX} /„~.1. ' • •
zp ~ AIR CONTENT = 6% -E- 1.5% _ - - - s
CONCRETE SHALL BE COMPOSED OF CEMENT, WATER, COARSE AGGREGATES, FINE AGGREGATES AND AIR. O~U
~FmW CEMENT SHALL BE TYPE I N OR 11 !N ACCORDANCE WITH ASTM C-150. MATERIAL REQUIREPv1ENTS FOR A =m / LL ~ - 3'-0" DIP CARRIER PIPE WITH ~ PILE SUPPORTED PIER _d MIN , G T L RESTRAINED JOINT
FIN AND COARSE AGGREGATES SHALL CONFORM TO ASTM C-33. COARSE AGGREGAT sTEEL CASING x~aa~ E E SHALL BE SIZE PIPE, SEE 5EE DE AI 5 ~ ~ ~ FITTINGS BETWEEN ANO NOTE 3 _i I
o°t~~ No. 57 OR 67. AN APPROVED CLASS F FLYASH MAY BE SUBSTITUTED FOR AN EQUAL AMOUNT OF I DETAIL 3 ~ j ~ CREEK CHANNEL ~ MANHOLES ~ I OR FLOOD PLAIN
Yo~< CEMENT BY WEIGHT UP TO 25'x. 6 3~?~ tm ~ 0 3'-0" MIN FROM CONCRETE PIER SEE
° ~ ~UZ ~ ' BOTTOM OF DETAIL 5 CREEK OR 6
a a 4, ALL 1=XPOSEO CONCRETE CORNERS SHALL BE CHAMFERED 3/4 . ~~at~, ALLOWABLE SPANS FOR STEEL CASING PIPE FLOOD PLAIN

~ ~Z 5• CONVENTIONAL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 AND SHALL BE PLACED IN $~U~? EDGE OF WATER SEE ATER SEE CRRRiER CASING MINIMUM NOTES:
ACCORDANCE WfTH "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS" (LATEST EDITION) AS DETAIL FoR " PIPE, DIP PIPE, STEEL CASING PIPE ALLOWABLE OR 18 SPAN 1. STEEL PIPE SHALL BE EITHER SPIRAL WELDED OR SMOOTH
PUBLISHED BY THE CONCRETE REINFORCING INSTITUTE. SPLICES SHALL BE CLASS 'B' CONFORMING TO SUPPOR S PLACED IN PLACED IN DIAMETER DIAMETER WALL THICKNESS WALL SEAMLESS WITH A MINIMUM YIELD STRENGTH OF TYP IN. IN, 1N, (FT.) 35 DOO PSI. PRINTING AND LINING SHALL BE COATED WITH
1 - " ILDING CODE RE UIREMENTS F !NF 18" sTREAM THE PROVISIONS OF ACI 3 8 BU Q OR RE ORCED CONCRETE . TYP ONE GOAT OF ZINC CHROMATE PRIMER CONFORMING TO ALL
6 14 0.2500 40 FEDERAL SPECIFICATIONS AND THEN WITH A COMPATIBLE
fi. NEOPRENE BEARING PADS 5HALL BE FORMED FROM PREVIOUSLY UNWLCANIZEO, 100 VIRGIN NEOPRENE, 8 16 4,2500 45 BLACK PAINT.
WITH DUROMETER HARDNESS = 50. NOTES: t. RIP RAP FGR SLOPE PROTECTION SHALL BE CLASS I RIP 4. WHERE STEEL PIPE IS USED FOR CARRIER PIPE, STEEL 10 18 0,3125 50 z. DUCTILE IRON PIPE SHALL BE SUPPORTED WITH TWO SPIDERS I RIP 4. AT EVERY JOINT WITHIN THE CA51NG PIPE USING APPROVED
PILES SHALL BE STRUCTURAL STEEL HP12x53 PILES AND SHALL CONFORM TO THE REQUIREMENT F RAP IN ACCORDANCE wlrH SECTION as$ of THE NORTH 7. S0 7RTH CARRIER P{PE SHALL BE INSTALLED ~UTlLIZING PIPE 12 20 0.3125 50 CED WITHIN PIPE AT DISTANCES NOT PIPE ALIGNMENT GUIDE (5EE B OF~). ALL J INTS SHALL
CAROLJNA DEPARTMENT OF TRANSPORTATION'S °STANDARD ASTM A36. PILES SHALL BE DRIVEN TO DEPTHS REQUIRED TO OBTAIN AN ULTIMATE BEARING CAPACITY sPEaFICATIONS FOR ROADS AND BRIDGES'. ~NDARD ALIGNMENT GUIDES 5PA T X 25 FEET. JOINT INDICATED 2 FEET FROM 14 24 0.3125 - 55 BE RESTRAINED JOINTS. SEE NOTE 2, DETAIL O E GEED _
OF NOT LESS THAN TWO TIMES THE DESIGN LOADING OF 30 TONS. PILES SHALL PENETRATE A MINIMUM MANHOLE 1S NOT REQUIRED FOR STEEL CARRIER PIPE. 16 26 0.3750 55
OF FIFTEEN FEET INTO UNDISTURBED SOIL. IN DRIVING PILES, A METHOD APPROVED BY THE ENGINEER 2. RIP RAP SHALL 8E PLACED IN ACCORDANCE VdITH DRA NG 86$.01 OF THE NORTH CAROLINA DEPARTMENT OF lRAWING 18 30 0.3750 64 3_ SUPPORT TYPE FOR PEERS SHALL BE DETERM#NED BY
SHALL BE USED WHEREBY THE HEAD OF THE PELE IS NOT DAMAGED. IF REQUESTED BY THE ENGINEER, TRANSPORTATION'S "ROADWAY STANDARD DRAWINGS". 20 32 0.3750 64 ENGINEER BASED ON SUBGRADE CONDITIONS AT SITE. SEE
PILES SMALL BE TESTED TO DETERMINE THE ULTIMATE CAPACITY OF THE PILES. THE METHOD OF LOAD INED BY DETAIL~AND~FOR SUBGRADE PARAMETERS FOR EACH IY 24 36 0.4375 65
TESTING SHALL CONFORM TO ASTM D1143 AND THE NORTH CAROLINA STATE BUILDING CODE. WHERE 3. SUPPORT TYPE FOR PIERS SHALL BE DETERM, ENGINEER BASED ON SUBGRADE CONDITIONS AT SITE, SEE TYPE OF FOUNDATION. SEE DETAILe~FOR SUPPORTS E. SEE 3D 42 0.4375 65 PLACED WITHIN STREAM.
PILES ARE EXPQSED, PILES SHALL BE PAINTED AND/OR COATED WITH ONE COAT OF ZINC CHROMATE DETAIL ~ AND FDR su~cRaoE PARAMETERS FDR FOR 36 48 0.4375 65
PRIMER CONFORMING TO ALL FEDERAL SPECIFICATIONS AND THEN WITH A COMPATIBLE BLACK PAINT. EACH T of FO DATION. 42 60 0.5000 65 4. BOTTOM OF PIPE TO BE AT A MINIMUM OF 1' ABOVE
THE 25 YEAR FLOOD ELEVATION.
2 AERIAL PIPE CROSSI CROSSING TYPICAL. PEAK 3 AERIAL PIPE CROSSING STEEL CASING PIPE ELEVATION
6 NOT TO SCALE NOT TO SCALE ~ NOT TO SCALE
~ AERIAL PIPE CROSSING GENERAL. NOTES
6 NOT TO SCALE
1/4"x3" GALS. STRAP W! 3" GALV. STRAP WITH
i/4"x2 1/2" NEOPRENE 2 1/2" NEOPRENE PAD 2-1/4"x3" GALV STRAPS WITH
ADHERED TO STRAP (SEE NOTE 5) ZED TO STRAP SNUG FIT 1/4"x2 1/2" NEOARENE PAD NOTE 5) ADHERED TO STRAP
1/4"x6" NEOPRENE PAD 6" NEOPRENE PAD 1/4"x&" NEOPRENE
ADHERED TO SADDLE - QED TO SADDLE D 3/4" 0
ANCHOR BOLTS, PAD ADHERED TO
~ 1; 120' ASTM A307 OR A36 SADDLE SNUG FIT 12" I~
SEE NOTE 4 3/4"D GALV T 4 #3 Si1RRUPS TOTE 4 SEE NO f ANCHOR BOLTS ~
- - FOR BAR SIZE MIN 3AR SIZE FOR BAR SIZE ASTM A307 ~ '
AND SPACING SPACING AND SPACING OR A36 4-~4, TYP
A B 120' 4-~
H EXISTING GRADE H ii n 12„ ~ TYP o ii
T- - 7~^ - ~ ii u \ - - :J 1. ~ • ~ _
STEEL CASING PIPE ~ ~ ~ ~3 STIRRUP 3'-0" MIN
~'%i;`~~ PIPE ALIGNMENT J
NOTE; ~f~\'' ~;i GUfDE LOCATED AT 3-p" MIN EACH JOINT. SEE B ~3 51IRRUP 4_~
5EE NOTE 4 ON DETAIL IF STEEL PIPE IS USED IN L U OF f I~ OF DETAIL BELOW PIPE 9" ~
DUCTILE 1RON PIPE FOR CARRIER A ~ PIPE. - - - - (BEYOND) 3 3 ~3 CIRCULRR
D N } ~ HOOPS TYP C HP12x53 HP 12x53 2 12 '
STEEL PILE STEEL PILE
PIPE JOINT, TYP NOTE NOTES:
~ DIP CARRIER PIPE PIER FOOTING FOOTING =00TING 1 SHALLOW FOUNDATION DESIGN SHOWN ON THIS DETAIL IS FOR PILE SPLICE, SEE
NON-SHRINK ~ CASING "H,~ THIGI(NES5 1. SHE ~ PIPE DIA. WIDTH LENGTH WIDTH gA, GROUT PLUG, ~~~i,~ ~ (FT,) "A" (IN.) " „ WIDTH BASED ON THE FOLLOWING PARAMETERS: DETAIL® " "
~ "D" (IN.) B {FT,) "C" (fT.) "D" (FT.) STANDARD 5EE DETAIL D" ALLOWABLE 501E BEARING CAPACITY = 20D0 PSF 18" 18 18 8 18 £ONCRETE COMPRESSIVE STRENGTH = 400D P51
MANHOLE 3/4" STAINLESS S 6 12 2'-4" 5'-6" 3'-0° 3'-0'" GRADE 60 REINFORCING STEEL
STEEL ANCHOR BOLTS 8 12 2'-4" 6'-3" 3'-0" 3'-D" MAXCMUM STREAM VELOCITY = 10 FT/SEC A
SECTION 6-12 10 12 2'-4" 6'-8" 3'-D" IF I 3'-0" MAXIMUM SUPPORT HEIGHT (H) = 12'-O" IF FIELD CONDIl10NS REQUIRE ANY DEV}ATlON FROM THESE
i2 12 2'-4" 1' 2" 3'-O° pA{ 3'-0° PARAMETERS, THE FOUNDA110N DESIGN SHALL BE REVIEWED
EXISTING GRADE < 6 12 3'-D" 8'-0" 3'-D" BY 3'-O" BY THE ENGINEER. q, Dn
i , - 14-2D 10 12 3'-0" 9'-10" 3'-0" , 2, IF SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE 3 -O T WITH TAN P F ARING PRESSURE A PILE N01ES:
5TEEt CA51NG PIPE TO 12 14 3'--D" 1d-6" 3'-0° SUI 0 S D 2000 5 BE WIDTH OF PILE CAP 3-0 SUPPORTED FOUNDATION SHAL! BE UTILIZED AS PER DETAIL 1. PILE SUPPORTED FOUNDATION DESIGN SHOWN ON THIS DETAIL
f < 6 14 3'--8" 8'-9" 4'-0" 4'-0' CASING PIPE TOTAL PILE IS $ASED UPON THE FOLLOWING PARAT~fETEftS:
~ n 4'-D" MINIMUM CAPACITY OF HP12x53 PILE = 30 TONS 3. IF BEDROCK I5 ENCOUNTERED WHICN WILL PREVENT 3-FEET DIAMETER WIDTH SPACING CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
22-28 3. IF - - - - 10 14 3'-8" 11'-0" 4'-0" Mlh 4-0" MINIMUM LOVER OVER FOOTING, DOV,ELS SHALL BE DRILLED (3N,} "A" (FT.) "B" (FT,) GRADE 6D REINFORCING STEEL
12 14 3'-8" 11`-10" 4'-D" INT 4'-D" INTO BEDROCK PRIOR TO PLACING FOUNDATION. SEE DETAlL~ MAXIMUM STREAM VELOGfTY = 10 FT/~C
< 6 18 4'-4" 9'-0" 4'-0" 4'-0" 36 6'-0" 3'-O" IF FIELD CONDITIONS REQUIRE ANY DEVIAl10N FROM THESE 4'-0" PARAMETERS, FOUNDATION DESIGN SHALL BE REVIEWED BY
8 18 4'-4" 10'-6" 4'-0" 4. TW 4. TWeLVE-INCH AND FOURTEEN-INCH WIDE PEERS AND FOOTINGS 38-42 6'-6" 3'-&" THE ENGINEER. 4-0" SHALL BE REINFORCED WITH #5 BARS AT 12 INCHES OC 1N
DIP CARRIER PIPE 30-36 10 18 4'-4" 11'-6" 4'-0" SH _ 12 18 4' 4" 12'-4" 4'-0" EAi 4'-0" EACH DIRECTION ON EACH FACE, EIGHTEEN-INCH W{DE PIERS 45-5t T-3" 4'-3" LENGTH OF PILES SHALL BE AS REQUIRED TO DEVELOP 30
STANDARD ~ _ '-0" AN i PPE OPPORT, A/~Ai, S 6 18 5 -4 9 6 5 5'-0" AND FOOTINGS SHALL BE REINFORCED WITH #7 BARS AT 12 54-60 8'-O° 5'-D" TON CAPACITY BY EITHER END BEARING, FRI£110N OR A
MANHOLE SEE DETAIL 8 18 5'-4" 11'-0" 5'-0" INC 5._0" INCHES OC IN EACH DIRECTION ON EACH FACE. COMBINATION OF END BEARING AND FRICTION. A5 A MINIMUM, PILES SHALL BE DRIVEN AT LEAST 15 FEET INTO UNDISTURBED
E ~ E ~ A i I 0 N 38-48 1D 18 5'-4" 12'-0" 5'-0" 5. EIG 5-0 5. EIGHTEEN-IN£H WIDE PIERS SHALL REQUIRE TW£ STRAPS OVER SOIL
12 18 5'-4" 12'-10" 5'-O" THI 5'-O" THE PIPE INSTEAD OF ONE (AS SHOWN).
< 6 18 6'-4" 9'-10° 5'-O„ 5'-0" 5,-Dn 6. WHEN GON£RETE SUPPORTS ARE REQUIRED TD 8E LOCATED
8 18 fi'-4" 11'-4" 5'-0" 6' WH 51-56 WIl WITHIN A STREAM AND ARE NOT COVERED WITH BACKFILL, SEE 5 -O" DETAIL A OF~/~j~f FOR MDDIF1CA1iDNS TO UPSTREAM FACE OF
10 t 8 fi'-4" t2'-4" 5 -0" DE 12 1B 6'-4" 13'-2" 5'-0" SU'" , n 5 -0 SUPPORT.
4 AERIAL PIPE CROSSING TYPICAL PIPE SECTION AND ELEVATION
~ NoT To SCALE 5 AERIAL PIPE CROSSING CONC~ PIE( 6 AERIAL PIPE CROSSING PILE CAP DETAIL )NC~ PIER DETAIL
6~ NOT TO SCALE NOT TO SCALE
PROJECT MANAGER DRAWING SCALE 3101 JOHN HUMPHRIES WYND RELEASED FOR DATE
RALEIGH, NC 27612 APPROVALS DRAWN BY PROJECT DATE CITY OF EDEN, NORTH CAROLINA C62
[phone] r''Y WK CADD BIDDING
_ a APPROVED BY PROJECT NUMBER WD I C I MAF%O'*j*% 0 N Office Locations: MEADOW GREENS, DAN RIVER & COVENANT BR. DETAIL SHEET
CONSTRUCTION - SANITARY SEWER IMPROVEMENTS CE9
REV. NO. DESCRIPTION DATE FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia 0 x South Carolina Florida RECORD DWG.
REVISIONS ME
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1/4`x3" GALV. STRAP 4TH
w3F 1/4'x2 1/2" NEOPRENE PAD ;rte ADHERED TO STRAP NON-SHRINK GROUT
(SEE NOTE 4) Q~V BULKHEAD AT EACH +TURN DOWN ELBOW
'goo t/4'xb" NEOPRENE PAD END OF CASING PIPE FINISHED GRADE 12" WITH INSECT SCREEN
ADHERED TO SADDLE D 3/4" D STAINLESS oaf STEEL ANCHOR BOLTS, STYROFOAM PLUG TO
°~z`~ i20' ASTM A307 OR A36 . / kS51ST GROUT PLACEMENT, g" \~i ' I/ / i
a N ~ 12" " J W ~ c ~ ALL AROUND
' SEE NOTE 3 5E N \ 3" CLEAR STEEL CASING PIPE 2" fi GALV STEEL VENT,
~~w E OTE 3 FOR BAR SIZE FOR BAR SIZE DiP CARRIER PIPE TWO PER CASING, ONE
~zw~ AND SPACING AND SPACING NORMAL FOOTING W- AT EACH END OF I _
~ ~ ~ ° A THICKNESS, 0 C SEE NOTE 1 = CASING PIPE -
rc~~m ~
ap~0 N p CONCRETE FOR
~ s° w l,FVF1ING MAY ~ ci ~ zw TOP OF COMPETENT ~ ~ ROCK PROVIDE PLASTIC SHEET
\ ~°O~ , - ~ ~ ~ ~ i; BE PLACED WITH ~ ~ I ~ BOND-BREAKER BETWEEN
3" ' ~ 12" MIN ~~A~ • ~~%i?, ~~A: ~ FDDT~NG ~ ~ ~ \ `i ,KFmW ~ 2" , -x y_,. _ _ ~ / CARRIER PIPE AND GROUT,
zw~m~i ~ .r,. r. ~ :;F:-'~- ~ ALL AROUND
fAllp~J B - f Y, X. a a g., xc,'~;\' ~ ~ ~ x ~ ~ j` \ ~ %~~A, ~:1w ~ /
p~NN - K ,y\,~ v 3 E, II ~ / PROVIDE 2" 0 GALV STEEL DRAIN ~A~`
yo~q HP12x53 STEEL PILE ~ ' ~ 12 .o ~ iN BULKHEAD AT EACH END / ,i / NOTE.
©°a°~ FOR PILE 1B MIN a ~1 BARS X12" Ud . t"
r '~d! SPLICE SEE AROUND PERIMETER ' a ~ ~ D , »R OF CASING PIPE AND 1/3 A'~,A; ~ ~~~A~ NON-SHRINK GROUT SHALL 8E CU YD OF CRUSHED STONE /~i ~ "EU -N-S" BY THE EllC ID CO L
`-'~o~~ DETAILa 18 F 18" f OF FOOLING ~~NQ AT GRAIN, WRAP STONE CHEMICAL COMPANY; "MASTERFLOW
o~'c~~ NON-SHINK GROUT u©n~n E UT 'MTH FILTER FABRIC 713" BY MASTER BUILDERS,
A. TYPICAL CASING PIPE PLUG OR EQUAL.
6" 12" ~7 BARS AROUND ',D
MAX PERIMETER OF
CASING PIER FOOTING PIER FOQI1NG FOOTING PILE FOOTING, TYP
NOTES; PIPE DIA THICKNESS THICKNE55 WIDTH tMDTH LENGTH SPACING
1. PILE SUPPORTED PIER FOUNDATION DESIGN SHOWN ON "D" (IN.) "A" (IN,) "B" {iN,) "C" (FT.) 'D" (FT.} "E" (FT.} "F" (FT.) 1Hi5 DETAIL IS BA5E6 ON THE FOLLOWING PARAMETERS: 6 CARRIER PIPE
MINIMUM CAPACITY OF HP12x53 PILE = 3O TONS 12" MAX 3/B" STEEL PLATE, TYP
CONCRETE COMPRESSIVE STRENGTH = 4OQ0 PSI 6-12 12 20 2'-4" 3'-O" 6'-0" 3'-0" GRADE 60 REINFORCING STEEL
MAXIMUM STREAM VELOCITY = 10 FT/SEC SEE OTE 1 3/8"x4" STEEL I i i PLATE, TYP y %
1F FIELD CONDITIONS REQUIRE ANY DEUtAIlON FROM 14-24 12 20 3'-O° 3~-O" B'-0" 5'-O" ~ /
THESE PARAMETERS, THE FOUNDATION DESIGN SHALL BE REVIEWED BY THE ENGINEER. 5/8' 0 A325 BOLT 1 Tr,
22-28 18 28 3' B" 4' 0" S` 9° 5' 9" W: LC
2. LENGIFI OF PILES SHALL BE A5 REQUIRED TO DEVELOP 34 TON CAPAGTY BY EITHER END BEARING, FRICTION OR CASING PIPE 1
A COMBINRTION QF END BEARING AND FRICTION. AS A l ~ ~
MINIMUM, PILES SHALL BE DRIVEN AT LEAST 15 FEET 30-36 1b 2b 4'-4" 4'-0" 9'-O° 6'-D" INTO UNDISTURBED 5011.. ~~v
_ SEE NOTE 1 N 1 3/16 4 r/ OTE I
3. TWELVE-INCH AND FOURTEEN-INCH WIDE PIERS SHALL BE 3$-48 1B 26 5'-4" 5'-0` 9'-b" b'-fi° REINFORCED WITH ~5 BARS AT 12 INCHES OC IN EACH 1° R ON ALL CORNERS
DIRECTION ON EACH FACE. EIGHTEEN-INCH WIDE PIERS NOTES'
SHALL BE REINFORCED WITH ~7 BARS AT 12 INCHES OC 51-60 18 26 b'-4" 5'-0° 9'-1D" 6'-10" 1. GEOMETRY OF FOOTING SHALL MATCH GEOMETRY OF CONCRETE IN EACH DIRECTION ON EACH FACE. FOOTINGS SHALL BE PIERS WITH HEIGHT OF 6 FEET OR LESS AS PER DRAWING®.
REINFORCED TYPICALLY TO PIERS.
NON-SHRINK GROUT SHALL BE "EUCO-N-S" BY THE EUCLIB P AI N T 8. PIE L G MEN GUIDE
4. EIGHTEEN-INCH WIDE PIERS SHALL REQUIRE TWO S~iRAPS CHEMICAL COMPANY; "MASTERFLOW 713" BY MRSTER BULDERS, OVER THE PIPE INSTEAD OF ONE (AS SHOWN). 2. OR EQUAL
5. WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE LOCATED N~THIN A STREAM AND ARE NOT COVERED WITH
BACKFILL, SEE DETAIL A OF FOR MODIFICATIONS TO 1 ~ ~ P ~ ~ R O , 3 AERIAL PIPE CROSSIf~G CASING PIPE DETAIL
FA OFSUPPOR, AERIAL PIPE CROSS UPSTREAM CE I PIER Ofd BEDROC~C ~ ~ NOT TO SCALE
PIPE CROSSING PILE SUPPORTED PIER DETAIL 63 NoT TO SCALE ~ AERIAL
~jj NOT TO SCALE
P ~IZONTAL POSITION OF L
R/W DISTANCE FROM BACK OF HORIZONTAL POSITION DETAIL B A "
60° CURB TO R/W LINE BACK EDGE OF SIDEW ;K EDGE OF SIDEWALK
12.5 FT. OR LESS 8.5' FROM BACK OF I ' FROM BACK OF CURB
1R (4} FEET FROM R /W LINE
MORE THAN 12.5 FT. FOUR (4) FEET FROM
DETAIL A CORE THROUGH EXIST. CONCRETE
FOUNDAl1LMJ. PLUG ANIVULAR- -4 SPACE IY~TH NON-SHRINK GRWT.
45° 'i ,
# I
COLUMN VER1lCAL COLUMN HORIZONTAL OR
VERTICAL
f PROP. 4° LATERAL TO
60' +10' EXP. JOINT DUMMY JOINT r dNT EXP. JOINT _ SIDEWALK DE~fAILGfd6 EPLACED 5E1VER. SEE
-0' 5' _ 0" TO 1/8° 5` 5 SUB-FLOORING S~C~IOIy 81
(rn'•) 1/2 EXPANSION JOINT DINT _ (TYP.) (TYP.} r EXIST. PLUMB{NG IN CRAWLSPACE
45' iD' ~
GRASS AREA ~ DRIVEWAY APRON IN
s%P 3 4"MA 26' MIN. 3/4 NOTE 7. (SEE NOTE 3.)
(SEE ) MONOLITHIC POUR (SEE I 2 6" (SEE NOTE 8.) CURB
MAX
D" TD 1 8" (SEE NOTE 8.) GUTTER / SEE SIDEWALK ACCESS 0" TD 1/8° RAMP DETAIL 1/2" EXPANSION JOINT
i ° II
DETAIL A DETAIL B 1%2" EXPANSION J01N7 0" TO 1/8" A ,e APPRO%. 30° DF HEADROOM " a
DUMMY * POSITION OF COLUMN DURING 'NEEDING JOINT DUMMY tom., JOINT ~ -
M AX. SLOPE 1 J4°-1' - ~ ~ z . REMOVE EXIST, SPOOL PIECE ANO
STEAL Pl~E SPICE 6., I SIDEWALK 1/2" EXPANSION J - - - cA~P R' DROP PIPE TO E%IST. 8°
6' INSTALL 4" SANITARY TEE 'MTH /2" EXP ~ a a ~ CLEANOUT.
JOI EXP ~ A GUTTER 6" SEC 6. aa, J01 VAR. 5' (T~') VAR. UP TO 25' MAX SECTI' ON
NOTES: (SEE NOTE 4.} "-4' MiN.-?1 NoTES:
1. WHEN A DRIVEWAY IS TO BE CONSTRUCTED WHERE SECTION A-A
CURB & GUTTER EXISTS, THE CURB & GUTTER SHALL STANDARD 4'z8° CONCRETE BLOCK APPRO%. 5' TO 8' 1. CONTRACTOR SHALL REwSE ANO AND CONCRETE FOUNDAl10N AD,AIST PWMBING IN ACCORDANCE YdTH LOCAL AND STATE SANITARY
UPSTREAM FACE BE REMOVED AND THE DRIVEWAY SHALL BE A MONOLITHIC POUR DRAINAGE BUILWNG CODES.
USING 3600 PSI, MAX, 4" SLUMP CONCRETE. 2 4" WASTE PIPE LEAVING THE B1AlDING SHALL HAVE NBJIMUM
2. EXPANSION MATERIAL SHALL. EXTEND THE FULL DEPTH OF THE CONCRETE. COVER OF Y. THAN 40` 7. FROM THE END OF A STREET CURB RADIUS TO THE BEGINNING
~ 1/2" EXPANSION JOINTS ALONG SIDEWALK SHALL BE LOCATED AT NOT MORE THAN 40` A 1",' v~ 3. SLOE OF WASTE PIPING SHALL OF THE DRIVEWAY RADIUS SHOULD Bf MINIMUM OF 20 FT. IXIST. 8° SEWER TO BE GROUTED BE NOT LESS THAN 1/8' PER F00T.
~ ~ ® ~ ® ® INTERVALS & GUMMY CONSTRUCTION JOINTS AT 5' INTERVALS. DUMMY JOINTS SHALL BE AT LEAST 1/3 THE SLAB THICKNESS IN DEPTH,
8. CURB RADIUS TO BE CISSIPATED BETWEEN LIMITS NOTED ABOVE. c T t~ I 9/4" PER FT SEC I IOIV A
A T1 A 4 1 3. SLOPE ON UNPAVED AREAS BETWEEN BACK OF CURB & SIDEWALK SHALL SE 1/4" PER FT DD1 ON L ~ ~ 2 ~N 9. T MIN. BETWEEN DRIVEWAYS ON ADJACENT LOTS.
4. USE VARIABLE SECTION (SEf SECTION "AA") WHEN SIDEWALK ES GREATER THAN AOR1T10NAf. VERTICAL BAR, 3.5 FEET FROM BACK OF CURB. 20' MIN. BETWEEN DRIVEWAYS ON SAME LOT. ' -
SAME SIZE AS OTHERS 5. ND EXPOSED AGGREGATE OR OTHER SPECIAL SURFACE TREATMENTS IN R/W. 10. NO RADIUS ENCROACHMENT SHALL BE ALLOWED ACROSS AN ~ RECONNECTION AIV~ REApJUSTMEN I ~R~A~IGIVMEIVT OI J~RVIC~
ADJOINING PROP. FRONTAGE. THIS IS DETERMINED BY EXTENDING A LINE FROM 7HE PROPERTY CORNER PERP!NDICULAR 70 THE R/W 6 ~ NOT TO SCALE
p~ • 6. W-DIMENSION AS SHOWN 4N PLAN VIEW SHALL BE AS FOLLOWS ~LAIV CONCRETE Jllf i`~~~ IY~JI~~ 36' MAXIMUM FOR COMMERCIAL DRIVEWA S TO THE CURB AND GUTTER LOCATION.
24' MAXIMUM FDR RESIDENTIAL D (WHEN EXPOSED TO STEAM FLOW) OR MATCH EXISTING WDTH
4 AERIAL PIPE CROSSIf~G CONCRETE SUPPORT DETAILS IU WAY AND SIDEWALK DETAIL ~ DR E DETAIL.
~3 NOT TO SCALE 6~ NOT TO SCALE
p11% v.J-
PROJECT MANAGER DRAVANa scA~ RELEASED FOR DATE 3101 JOHN HUMPHRIES WYND
RALEIGH, NC 27612 APPROVALS RAWN BY PROJECT DATE CITY OF EDEN, NORTH CAROLINA [LC69
WK {919) 782-0495 CADD Y` MEADOW GREENS, DAN RIVER & COVENANT ]BR. DETAIL SHEET
PPROVED BY PROJECT NUMBER WDICKSON BIDDING " Office Locations:
CONSTRUCTION DESCRIPTION PATE NAME PLODATE community infrastructure consultants North Carolina Georgia ~ REV. NO. South Carolina Florida' SANITARY SEWER IMPROVEMENTS ~1N
REVISIONS RECORD DWG.
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NOT TO EXCEED 40 FEET
SECTION
PLAN
ANTI -SEEP COLLAR
C 4 NOT TO SCALE
1/2 DIAMETER OF PIPE OR
12", WHICHEVER IS GREATER
COURSE AGGREGATE
TY LINE
v1ETER VARIES)
)S B CONCRETE
',OMPACTED CLAY
ASS B CONCRE'iE
COMPACTED CLAY
COURSE AGGREGATE 6"
DEEP (SEE RIPRAP NOTES OR
DRAWINGS FOR AGGREGATE SIZE)
CLASS A12"
CONCRETE
3500 P.S.I.
L
Q < 1
Q
:A
PIPE LINE
PIPELINE CONCRETE
2 ENCASEMENT DETAIL
C NOT TO SCALE
WS009
CAPACITY OF PIPE CULVERTS
J—TOGETHER = BANK FULL FLOW
—LARGE ANGULAR ROCK
LARGE ANGULAR
ROCK
25. MIN, :...�-�. 'I
"-CHANNEL:-::`:-:{-::
TOP OF BANK ?:::::. • — TOP OF BANK
PLAN
('5"TEMPORARY STREAM CROSSING
RE VI
NTS
25MIN.
PROVIDE MASONRY OR
CONCRETE CAP A
I;MNIMUM OF 6" THICK
NOTES:
1. MANHOLE FRAME & COVER AND ANY PRECAST
CONCRETE SECTIONS THAT ARE REMOVED WILL
REMAIN PROPERTY OF THE OWNER.
2. ALL EXISTING MANHOLE ITEMS REMOVED SHALL
BE DELIVERED TO A STORAGE LOCATION SPECIFIED
BY THE OWNER.
6" MINIMUM OR TO
FIRST RISER SECTION
p
4
fl
I INSIDE FILLED --
d
WITH SAND
PROJECT DATE
BIDDING
OR DIRT
APPROVED BY
PROJECT NUMMR
CONSTRUCTION
LSHRINK GROUT
6" MINIMUM
(INSIDE MANHOLE)
3 MANHOLE ABANDONMENT
64 NOT TO SCALE
BUILDING WITH NEXT UPSTREAM MANHOLE HIGHER THAN
THE LOWEST DRAIN AND BLOCKAGE IN SEWER MAIN
BACKWATER CONDITION INTO BUILDING
WITHOUT BACKWATER VALVE
- ———— _...-----I� I ---- UPSTREAM
MANHOLE
___
STREET SEWER '✓ SACKWATER
EE DETAIL SEE VALVE.
SERVICE DETAIL
MANHOLE
FLOW
-- FLOW
BACKWATER CONDITION PREVENTED BY
�--- BLOCKAGE BACKWATER VALVE
TYPICAL SEWER SERVICE REQUIRING
NOT TO SCALE
PROJECT MANAGER
DRAVANG SCALE
3101 JOHN HUMPHRIES WYND
RALEIGH, NC 27612
w,%WK 782-0495
DICKSON Office Locations:
community infrastructure consultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
BRAWN BY
CARD(919)
PROJECT DATE
BIDDING
APPROVED BY
PROJECT NUMMR
CONSTRUCTION
FILE NAME
PLOT DATE
RECORD DWG.
EXISTING GRADE
ACKWATER VALVE
BACKFILL TO EXIST.
FINISHED GRADE
DEPTH
VARIES
FINISHED GRADE
REMOVE EXIST. 4 DI OR
PVC PIPE
CAP EXIST. 8"X4" COMBINATION LONG
TURN PATTERN Y AND 1/8" BEND
4 EXISTING CLEAN OUT REMOVAL
�4 NOT TO SCALE'
NOv 5 STONE
)SED MANHOLE
FOR INFLUENT D.J.P.
MACHINE AND INSTALL
IBBER COUPLING.
5.
1/4" x 2" STAINLESS STEEL
STRAP WITH 2 RED HEAD
ANCHOR BOLTS. CAT.
#WW -14.16
/ O.D. PIPE
1/4" x 2" STAINLESS
STEEL STRAP WITH
2 RED HEAD ANCHOR
BOLTS. CAT. #WW -1416
POSITION STEPS A
FROM DROP AS SI-
NOTES:
1. PIPE FOR INSIDE DROP SHALL BE SDR 35 P.V.C.
CONFORMING TO ASTM SPECIFICATION D3034.
2. BOTTOM BEND TO BE 90' SHORT BEND, BELL SPIGOT, OF
SDR 35 P.V.C. SPIGOT OF BEND TO REST DIRECTLY ON
EXISTING SHELF CONSTRUCT MASONRY TROUGH FROM DROP
EFFLUENT TO MAIN CHANNEL.
3. NOTCH BELL OF P.V.C. DROP TO ACCEPT D.I.P. SPIGOT AS SHOWN.
4- LOCATE STRAPS AT PIPE BELL AND ABOVE BELL OF 90' BEND
AS SHOWN. ADD EXTRA STRAPS AS NECESSARY TO MAINTAIN
MAXIMUM SPACING OF TEN FEET.
5. HOLE IN MANHOLE WALL_ TO BE MADE WITH A CORING MACHINE.
SEE DETAIL
6. CORE HOLE SHALL NOT ENTER CONE SECTION -
7. MINIMUM DIAMETER OF INSIDE DROP MANHOLE SHALL BE 5 FEET.
CITY OF EDEN, NORTH CAROLINA
MEADOW GREENS, DAN RIVER & COVENANT BR.
SANITARY SEWER IMPROVEMENTS
INSIDE DROP MANHOLE CONNECTION
NOT TO SCALE
DETAIL SHEET
C64
•N

N_ Q ~YZ
~7~yG 4"
~'Oz x+- ~
~Nrz
~o~ SLOPES FOR VARIABLE WSW g" 24"
~Zir SUPER ELEVATION RATE a 1/2" EXPANSION
TANDARD 2'6" _ JOINT YI
~~Z FOR S '=W THIS SECTION USED CURB AND GUTTER 6' 6° L> ~ 10'-0 3 /
ONLY WHEN CONC. z $ ~ ~ .Dt .03
FF~ \ DRIVE AND SIDEWALK ~ o n a s ~ ^ o~ ~
' \ lS PRESENT ~ a ~ v a a n " 1/2" EXPANSION
~ wzo~' ~ ~ .02 EC'q W / qq ~ 10-0 A, ~v JOINT
~oz- i . W ~ ~ ~ ~ --r_.___---- " GUTTER _ 1'``_ 1. 30 CURB &
v~ J 7n
~~tw~ ~ .04 / \ ~z~ ~ \ ~ ~ ,qty \ ~
~~Q ~ \ i ~ 7 ~ _ raj ~ ~ ~ r \
acoiwm / - ~ .03 000 ~ / ~ ~AA 2 .00 R=15" ~ R=30" FACE OF CURB ~ r~ " \ ~ 10" R 12" n ~ 65 \ ~
->W ~ i
a~¢w dot, ~ VA ~ i---- iooo PPS ~ ~ % / :02 a ~ • AA 1 " " ! BB • ~ a • I CC 7„ ~On
`l ~ ~Vy~~ ~ .03 .qi o e ° ° 7"
~~tl `"ea~ ~ I G-'.' ~WmW a°~o°" ~ \ ~ ~ i t e ° ea' ° ~ a o I
Z~=m \ ~ OWE "tla°" SLaPE=3J4" / FT.
Y°aa MONOLITHIC POUR OF •qi ~~du,ti ~ Ad .02 n ~ 3000 PSI CONCRETE 2' 6" 2' 6" 2' 6" 2'-6" 34"
YZpQ ~ A~~a~~ ~ i a
3F~~ ~ ~~`n\ ~ ~ A\V ~ ~ /~p~p ~i V'
~~~W 3.5' RADIUS ~ ~r , ~A\~ 2. 30" ROLLED TYPE GUTTER A B C
~z ~ f . ~ ~ ~ ~ 6"
y a ~ ~oxz ~ / ~ .qD pp, gpUC7 FACE OF CURB
UpoLS / . ~~°~i ~ ~ BACK OF C B
~ ~ ~ ._-.-~~J 2'- ' 2'-6
Y"+~ ; i ;q0
a"0 i a' .OrJ a, r~ .4
l I I L__ a ~ ~ a ~ n I o 6^ A B G
r .qq a S p I a. " . I _1._ PLAN VEIW .I_.
09 J;O6 ~8"~ X12"-`~
_~J 7 7/ " 8 3~4n

NOTES: 3. 30° VALLEY TYPE GUTTER 1„ 1n
ON JOINTS. 12" I' a . 11 d a a e 10" OR 1" a a a a I
1 2" EXPANSION JOINT 10' MAXIMUM BETWEEN coNSTRUCrroN Ja1NTS. 15' MAXIMUM BETWEEN CONSTRUCTION JOINTS SON JOIN I S I a a. n e, a 7^ o e a 17~ a• e . n. ~n P_ _ _J
E ~ ~ ON MACHINE POURS, SLQ~' P.._,.-..._. I.__...._. _._.._..I
2'-S" 2'-6" 2'-8"
2. 1/2" EXPANSION JOfNT EVERY 90'.
- lDEWALK 6 ~ ~ S 1 CONCRETE MINIMUM, 4" SLUMP MAXIMI 3. 3040 PS iLUMP MAX1Ml1M.
SECTION A-A SECTION B--B SECTION C-C
» 6" i~ 4. L10UiD MEMBRANE CURING COMPOUND SHALL ME ND S1~AtL MEET
GUTTER THE RE UlREMENTS OF SECTION 1026-2 OF NCD ~ Q ?6-2 O~ NCDOT ROADS AND NOTES:
STANDARDS & SP£CfF1CATI0NS FOR ROADS AND STRUCTURES. 1, IN AnDITION TO THE A80UE CURB
SECTfON TRANSITION, THE GIJTTEP, SLOPE
> > » , >a 5. ALL CONSTRUCTION JOINTS SHALL BE FILL zo ~-o ~o BE FILLED TRANSITION SHALL CONFORM TO NOTE 1
WITH JOINT FILLER AND SEALER IN ACCORDANCE ACCORDANCE TAIL 846.09. OF DETAIL 2A/13 E
WITH NCDOT ROADWAY STANDARD DETAIL 846.09, 2. TRANSITION NOT TO BE LOCATED
WITHIN THE CURB RADIUS.
RB ~ GUTTER DETAIL z CU R DETAIL
~ DRIVEUVAY APRON T T scALE 65 No 0 ALE ~ CURB ~ GUTTER DETP~
6 5 NOT TO SCALE 65 NOT TO SCALE
A v P ~ T P,~ TcN PP T P P A P L P S
NEW CUNC, T1~ BE 3000 PS SAW CUT AND REMOVE
TING CDNC~ EXISTING PAVEMENT EXIS
NEW 6° CAB MIN. EXISTING PAVEMENT NEW I-2 ASHPALT 2" MLINIMUM
dEPTH
EXf.......A. _ . NEW. ABC T2" MINIMU,M DEPTH
° -0,.;°~ C a.A 6 d h,a 6 d ` G'. U..S AD, G+ a ~ p.. ~ s J D E.D ~
'4•~ '.d 1. d~. '.d v
. e+.~ o . e<.o' o ~l_=~/ `~i-sip L. J / 1( D,R p ~ ~ L e 4 A / ~d ~ " V~ ~ 1 ~ i~.d~ T ~i~~i,,
00 °o° n ~ ~pa , op° S 0 ° o ~08 ~ o o ~ ° °o o %~/'r`'/i~/ E~ raj `J~ ,Va ~ f~ a ~ q '1 ~ ° b o o s oho o a o0~ a B / a i l l l i A ,~o~g °ooa~° o~ ~°~o°~~o°°~~y~~ ~ BDRE 1 1/8 DIA,, 1 -0 ~ , . ~ ~ o' '~~u. 2 v o o q ~ ~ ~ 1' 1 a
~7~ ~ ~ ~ ~ ~ ~ , ~ ~ : EN CEN ER LI7 U ~ n /1~ ' ~ ~ ~ ~ _ a I ~ E r - ~ - ~ ~ ~ ~
I o ~ , 9' •
NCI. 67 STI~NE TY~ P, , , • ~ `COMPACTED FILL
EXPANSiI3N JNINT . EXISTING 5UBGRADE .
~ MAT R AL AND MASTIC ~ ~ ~ ~ - ~ ~ ~ . ~ EI BACKF"ILL, TAMPS . ~ ~ .
~ SEALANT, AS REQUIRED IN 6 LIFTS ,
: ~ ~ BY THE N,C,D,U,T, ~ ~ ~ ~ . ~ COMPAeTEd ~1~ FILL „
~ STANDARD SPECS, - BGRAdE . PIPE ~ ~ : ; ; EXfSTING su ~ j
/ ~ .
~ ~ . `~~i IJNDISTU#~BED S17TL
~ ~ ~ - ~ „ SEE 61 AND 65 ~ ,
NOTES: 1. THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE, PREFERABLY A MACHINED SAW CUT.
NUTES~ 2. WI1NiN ROADS MAINTAINED BY THE CITY OF EDEN, THE TRENCH SUBGRADE MATERIAL SHALL BE
Paver,ent cuts aver 5'-0" in width shall be reinforced BAGKFILLED 1MTH DRY SOIL OR ABC STONE USING MAXIMUM 6" LIFTS TO WITHIN f0" OF THE ROAD SURFACE. THE BACKFILL SHALL BE COMPACTED PER ASTM D698 TO A DENSITY OF 95% OF THE
to N,C.D,O,T, standards, STANDARD PROCTOR DENSITY.
_ 3. WITHIN ROADS MAINTAINED BY NCDOT, THE TRENCH SHALL BE BAGKFILLED AND COMPACTED USING REPLACEMENT PLOWABLE F4LL OR ABC STONE TO WITHIN 12" OF THE ROAD SURFACE. WHERE ABC STONE IS USED>
~ GRAVEL DRIVE REPLA TO SCALE 1T SHALL BE COMPACTED TQ A DENSITY Of AT LEAST 95% OF THAT OBTAINED BY COMPACTING A
~J NOT TO SCALE SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO-99 AS MODIFIED BY NCDOT.
4 CONCRETE PAVEMENT PATCH 4. THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO i00~ OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH A5SHT0 T-60 AS MODIFIED BY
6 5 NOT TO SCALE NCDOT. BITUMINOUS BASE OR 61NDER MAY BE SUBSTITUTED IF APPROVED BY THE ENGINEER.
5. 1HE ENTIRE TWCKNESSJVERTICAL EDGE OF THE CUT SHALL BE TACKED. 6. THE SAME DEPTH OF PAVEMENT MATERIAL WH1GH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL THE
ASPHALT BE LESS THAN 2" THICK.
7. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A SMOOTH LEVEL PATCH.
6 ASPHALT PAVEMENT PATCH
6~J NOT TQ SCALE
PROJECT fIaNAOERiAN9NG SCALE RELEASED FOR DATE
3101 JOHN HUMPHRIES WYND CITY OF EDEN, NORTH CAROLINA C65
DRAWN BY PROJECT DALE PaWK RALEIGH, NC 27612 APPROVALS [phone] CADD BIDDING M E
APPROVED BY PROJECT NUMBER MEADOW GREENS, DAN RIVER & COVENANT BR. DETAIL SHEET
WDICKSON w Office Locations: CONSTRUCTION ; Corolino Georgia oR9i11#an#S REV South Carolina Florida SANITARY SEWER IMPROVEMENTS C6g
. NO. DESCRIPTION DATE FILE NAVE PLOT DATE community tnfrtlstruc#ure c North RECORD DWG.
REVISIONS
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~~7 EROSION CONTROL NOTES Ira
F- F: N
Ua=
oa~ 1. SCHEDULE A PRECONSTRUCTION CONFERENCE ON-SITE WITH THE ERO- az`~ IN P T R FROM THE WNSTON-SALEM REGfONAL OFFICE
~~4~ S1ON CONTROL SEC O ° T AR 1NA DEPARTMENT OF ENVIRONMENT HEALTH AND EDING-LATE WNTER EARLY SPRlN{ . OF THE NOR H C OL TEMPORARY SE _Y SPRING
°Ow ~ ) C4]Sr~{~ °~~U NRTURAL RESOURCES NCDEHNR ,TELEPHONE NUMBER 336-771-4600 TEMPORARY SEEDING SCI-~EDULE -SUMMER FGO108
~ ~ ' ~z~~ AND THE ENGINEERS REPRESENTATIVE.
w_
Z. BEFORE lNITkATION OF CONSTRUCTION INSTALL EROSION CONTROL MEA- Seedin Mixture
~ Nw ~ Rate Ib acre ~ Wm NTH PLANS AND ANY RE(~UESTED BY THE NCDEHNR S ecies ~ / ) ova SURFS 5HOWN O E P a Seeding mixture } Species Rate (ib/acre)
INSPECTOR RESULTING FROM THE PRECONSTRUCTION MEETING, CLEARING 120
~I TA THE DEVICES. THE SILT C~fECK DAMS Rf~~` n) 5D x°O~ AREAS AS NEEDED TO NS LL ~ Annum fespedeza (Katie in Piedmont German millet 4fl
~ SHOWN ARE TO BE INSTALLED AFTER THE TRENCH BACKF{LL I$ and Coastal Plain, Korean in Mountains) aN In the Piedmont and Mountains, asmall--stemmed Sudangrass may be
°~~U COMPLETED. THESE MUST BE INSTALLED DAILY AS WORK PROGRESSES. ~ mw Omit annual fespedeza when duration of temporary cover is not to extend to extend substituted at a rate of 50 ib/acre.
~°~ro - beyond June.
Ya~.a 3. EROSION CONTROL DETAILS ARE SHOWN ON THE DRAWINGS AND STRUC oNN~ TORE LOCATIONS ARE DEFINED IN THE PLAN VIEWS. Seeding dates
Seeding date Mountains May 15-Aug. 15
#F--N 4. MAINTENANCE OF EROSION CONTROL DEVICES (S THE CONTRACTOR'S Mountains Above 2560 ft: Feb. t5-May 15 Piedmont -May 1-Aug. 15
~~a AFTER EACH RAIN STORM THE DEVICES SHALL BE Below 2500 ft: Feb. t-May 1 ~F~w RESPONSIBILTY Piedmont -Jan. t-May 1 Coastal Plain -Apr, 15--Aug. 15
~WO~ INSPECTED FOR DAMAGE AND REPAIRS MADE AS NEEDED. ANY SILT ~Nq Coastal Plain - Dec.1-Apr. 15 ~BYZ ACCUMULATION SHALL BE REMOVED IMMEDIATEDLY AND PROPERLY Soil amendments
$o~~? DISPOSED OF. Fallow recommendations of soil tests or opply 2,000 Ib/acre ground
Soil amendments agricultural limestone and 750 !b/acre 10-10-10 fertilizer. Fund agricultural
Follow recommendations of soi4 tests or apply 2,000 ib/aare ground agricuitur 5. RESEED AND MULCH DISTURBED AREAS AS GRADING IS COMPLETED limestone and 750 Ib/acre 10-10-10 fertilizer.
ALONG ALL CONSTRUCTION. ALL DISTURBED AREAS MUST BE VEGETATED MulciT
OR OTHERWISE STABkLIZED WITHIN 15 WORKING DAYS AFTER BEING Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt,
I T REED. THE CONTRACTOR SHALL UTILIZE THE SEEDING AND Ml:luh DS U netting Or a mulch anchoring tool. A disk with blades set Hearty Ilt, netting or c straight can be used os an anchoring tool.
MULCHING SCHEDULES ON THE DRAWINGS AS FOLLOWS: Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, netting ar mulch anchoring tool. A disk with blades set nearly straight can be used as to be used as
W R LINE 15 LOCATED WITHIN AN EXISTING a mulch anchoring Coal. A. WHERE THE SE E Maintenance Refertilize if growth is not fully adequate. Reseed, fertilize and mulch
DITCH LINE, THE PERMANENT SEEDING SCHEDULE FOR immediately following erosion ar other damage.
GRASS..-LINED CHANNELS SHALL BE USED. Maintenance Ref~~~tilizc if growth is not fully adequate. Reseed, refertilize and mulch im- Id mulch im-
FOR AL.L OTHER LOCATIONS THE PERMANENT SEEDING mediately folkowing erosion ar other damage.
B SCHEDULE - MIXTURE ~2M SHALL BE USED.
6. AFTER COMPLETE STABILIZATION OF DISTURBED AREAS AND AS DIRECTED
8Y THE ENGINEER, REMOVE EROSION CONTROL DEVICES FROM THE SITE.
3 TEMPORARY SEED(I~G SGNEDU~E -SUMMER
n ~ -LATE WINTER EARLY T ivlr~Rl~RY SEEDING EAR~.Y SPRING F)6 NOT T© SCALi=
NTROL -SEQUENCE OF CONSTRUCTION NODES - ~ EROSION CO NOT TO SCALE ~
6 ~ NOT TO SCALE
t 2°
(30 cm)
PERMANENT SEEDING SCHEDULE i~IIiXTURE ~M 2"-5" '
ECOtOE DEWATERING CONCRETE BLOCK (5cm-i2.5cm) fi"
, (15 cm) ~ ~ /
CC~h~;STRLGTIvh~!_SPEC~~I AT'ON` °
Seeding Mixture ao m4'MIa6b ao --"-J' I ) 2J I
Species Rate {Ib/acre) 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS S4DE IN THE BOTTOM ROW TO ALLOW POOL THE STRUCTURE - $ . , ° ° ° TO ALLOW POOL ° a 8 . ,"4
Tall fescue 40 DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATE LD BE EXCAVATED ~ ~ ~ ~ ~ r` c
HEDULE - FALL Crown vetch 10 AT LEAST 2 INCHES BELOW THE CRE5T OF THE STi TEMPORARY SEEDING SC REST OF THE STORM ¦ ¦ q~ ~ ~'~r~'-~ \ \ ~ ° iF BLOCKS AGAINST ~ " '
Korean fespedeza 10 DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAIN ~co~oc Redtop 5 THE EDGE OF THE STORM DRAIN FOR LATE AL SU GR LATERAL SUPPORT o~ ~ rre ~ ~ ~ w~ d
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCUR. IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUEN iVERFLOW OCCURS--~~~-- o O F:?::::":::::... T TO SUBSEQUENT ° • p - - .7
ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH TUDS THROUGH ~ 0 / ~ , ~ ; 7.5cm ~ ,3,~ .
Seeding ri"IIXt1lre Seeding note BLOCK OPENINGS. d
Species Rate (ib/aare) #f occasional mowing is desired, substitute 20 Ib/acre sericea fespedeza 2, CAREFULLY FkT HARDWARE CLOTH OR COMPARABLE OR COMPARABLE ~ ~a8 ° ~ '~li n
iMRE MESH WITH 1/2-INCH OPENINGS OVER ALL Rye ~~grain) 120 BLOCK OPEN3NGS TO HOLD GRAVEL IN PLACE. !GS OVER ALL o ~ 1. 5 . IN PLACE. .0004 o•~ ~ _..:_;::::-;1#:::::::•:
Nurse plants
Between May ? and Aug, 15 add 10 Ib/acre German millet ar 15 i6 acre 3. USE CLEAN GRAVEL, 3~4- TO 1~2-INCH iN / TER PLACED 2 INCHES BELOW THE TOP 2-INCH 1N - - ::a ~ )W THE TOP _ _ _ ~ _ ~ ~t
Seeding dates Sudangrass. Prior to May 1 or after Aug. t5, odd 40 Ib/acre rye (grain. DIAME ~1 SLOPE OR FLATTER AND )R FLATTER AND ~ ~ ~ ~ ~
ins - Au . 15-Dec. 15 OF THE BLOCK ON A 2. Mounta g SMQOTH IT TO AN EVEN GRADE. DOT X57 WASHED Coastal Plain antl Piedmont -Aug. 15-Dec. 30 STONE IS RECOMMENDED. LOT X57 WASHEC 2:1 SLOPE, GRAVEL FILTER i~ ~
Seeding dates
Best Possible WIRE SCREEN 1. PREPARE 501L BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
Soil amendments Below 2500 ft: Aug. 15-Sept. 1 July 25-Sept, 15 TEMPORARY SEDIMENT NOTE: WHEN USING CELL-D-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
Follow soil tests or apply 2,000 Ib/acre ground agricultural lime- Mar. 1-Apr. 1 Mar, 1-May t0 stone and 1,000 Ib/acre 10-10-t0 fertilizer. POOL DEWATERING 2. BEGIN :AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" {15cm} BEEP K 6" {15cm) WIDE TRENCH
Above 2500 ft: July 25--Aug. 15 July 15-Aug. 30 WITH APPROXIMATELY 12" {30cm} OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR T#iE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm} APART IN THE BOTTOM OF THE TRENCH.
Mar. 20-Apr. 20 Mar, 5-May 15 ° ~ ~ BACKFILL ANO COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (340m) V R AND COMPACT I E URE BLANKET OVER COMPACTED SOIL WfTH A RDW OF i PORTION OF BLANKET BACK O E SEED ED SO L. S C
MuICh Com fete saedin earlier in the fall and start later in rin orth and • 6„ STAPLES/STAKES SPACED APPROXIMATELY i2" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. 1' MIN'. - ,
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, p g ~ sp g on n nettin ar a mulch anchorin tool. A disk with blades set nearly east facing slopes. 9 g °o T P . LANKETS WILL UNROLL WITH APPROPRIATE SIDE Z' MAX. oo - ' ' 3. ROLL THE BLANKETS (A.} DOWN OR (8.} HORIZON ALLY ACROSS THE SLOE B ..'u~°~ AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO 501E SURFACE $Y PLACING 5TAPLE5/STAKES
straight can be used as a mulch anchoring tool, 9 - iN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM 5TAPLE5/STAKES _ (I I~~'---=I ~ -l ~ l-'lI - SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
Sail amendments ~ I rl l ~I ~ ~ ~ ~ f 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5crn-f 2.5cm) OVERLAP DEPENDING
Maintenance Foiiaw recommendations of sail tests, or apply 4,000 #bfacre ground agricu!- -i I Irl (~i l ~i l ~--1 I -~-11 l ON BLANKET TYPE. TO ENSURE PROPER SEAM AIJGNMENT,yPLACE THE EDGE OF THE OVERLAPPING BLANKET {BLANKET BEING
turaf limestone and 1,000 Ib/acre 5-10-t0 fertilizer. Repair and refertilize damaged areas immediately, Topdress with SEDIMENT t I)=- l l ~ . ~ ~ ~ INSTALLED ON 70P) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. -`I I l ~ ° 5. CONSECUTIVE BLANKETS SPt1CED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STELE} WITH AN APPROXIMATE
50 Ib/acre of nitrogen in March. If it is necessary to extend 3" (7:5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" {3O0m) APART ACROSS EMIRE BLANKET WOTH.
temporary cover beyond June 15, overseed with 50 Ib/acre Katie
Piedmont and Coastal Plain) or Korean (Mountains) fespedeza in MUICh late February or early March. Apply 4,000-5,000 ib/acre grain straw or equivalent cover of another suitable
mulching material. Anchor mulch by tacking with asphalt, roving or netting. NOTE:
Netting is the preferred anchoring method on steep slopes. *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" {1.5cm} MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS.
Maintenance
Do not maw crown vetch, Refertilize in the second year unless growth is
fully adequate, Reseed, fiertifize and mulch damaged areas immediately.
~ MPORARY SEEDING SCHEDULE - FAEL TE
NOT TO SCALE
~ LOCK AND GRAM I _ ~ COPE STABILIZATI0~1 WITN MATTING I .GRAVEL INLET PROTECTION TEMPORARY D
~ PERMANENT SEEDING SCHEDULE MIXTURE 2M ~6 ~ 66 - NOT TO SCALE NOT TO SCALE
NO1 TO SCALE
~~~r~wa~~~~d~n~.,_
PROJECT MANAGER DRAWING SCALE RELEASED FOR DATE ' 3101 JOHN HUMPHRIES WYND
RALEIGH, NC 27612 RAWN BY PROJECT DATE APPROVALS CITY OF EDEN, NORTH CAROLINA C66
CARD WK [phone] ~ BIDDING IVI EA MEADOW GREENS, DAN RIVER & COVENANT BR. DETAIL SHEET
BY PROJECT NUMBER D I C K'S. 0 N Office Locations: itarlt8 North Carolina CONSTRUCTION REV. NO. DESCRIPTION DATE LE NAME PLOT DATE community infrastructure cao?!SlJ Georgia
South Carolina Florida RECORD DWG. SANITARY SEWER IMPROVEMENTS C6g
REVISIONS
~ ITDo 6~~'
f

l~ Q ~yZ
O;a~
O FN- ~ Z
Zr< ~~r
UO§
WUW
W < / p,a. g
W 'S
O ~~O
~~30 GrN i. ,-r,~rcMmi
oaf J
rcz"~ a- ~N
~o~w . 30 ~ t" T (MIN.j
oo~U B' MAx. W TREE LIMB 1 ~
w~w~ REMOVAL , VARIABLE A5 DIRECTED BY THE ENGINEER ~a~ ~ 1.5 T (MIN j
~ a ~ i ma~Q KEYWAY C~ TOE Or SCOPE ~
w MhN. 12-1/2 GA.
~~i,~m ~ MIN. 12-t/ INIERMEDIA _ ~ k1RES INTERMEDIATE WRES
~ ~ MIN. 14 CA. ~~w ~ LINE WIRES ~ ~ 1S" MIPI. F9R AI. C.D.O. T, CL~aS 1 RIF R.AP
~ z w SI FEN E F C IN A TO COD I~ ~ ~ 24' ~11N. FQR N.C.D.O.T_ CLA,`ia 11 RI? R.AP
N ~ ~z°~ OOT FOR EACH C h4!~~'. FpR N.C.D.O.T. CLASS "i3° S70NE
ato~~ ONE F Waom INCH DF TRUNK DIAMETER z ! DRAT ~ GRADE E _
d~ (6' MINIMUM WIDTH} - I I I~ - II - ~ ...~Iic__._ ~ ~ ~ se<e~ ~c
~~di >Y~ S ~ I - ~O U1N LTI U ~ DEAD TREES & SCRU$ GROWTH - ~ ~INc 3YIc ~ _ ~
od SHALL BE CUT FLUSH N7TH - ( ~ _ FZ~ ADJACENT GRADE. NO GRUBBING _ _I _ ~CREEK~DITCH ~
~~~ppppo~ ALLOWED UNDER DRIP LINE. ______`n ~ ~ ~ r VCVq -II Q i _ I ~ ~ BED ~ RIP RAI' TO CCNFOR'v1--~ ~ ~ ~ ~ ~ T_
i-{_3iW O _-...._--I I1 m ~ FIL CR L„ „ TD EXISTIPIG SLOPE ~ ,LOTH
_ ~ I ~~ar~=~ v~l=~~~~ << ~w I ~ ~ _ ~ ------~I~ - ,u~ - ~ ~ ~ ~
a~i~ °v°oo~ R MOVE ALL BARRIERS UPON
E ` STEEL POST COMPLETION OF PROJECT s \ f I WOVEN N1RE FaBRic
I SILT FENCE GEOTEXTfLE FABRIC RIC
~ ~ I I \
i~\~\ ` FILL SLOPE ~ ~ ~k -USE SILT FENCE ONLY WHEN DRAINNGEARNA ° $ • FDR REPAIR
DOES NOT EXCEED 1/4 ACRE AND i~ ~ FENCE FAILUI AREAS OF CONCENTRATED FLOW i ? Na. 57 WASH • FDR REPAIR QF slLr DITCH CROSS-SECTION FEND FAILURES, USE
f ~ F4R ANCHOR PLACE BARK MULCH AT AREAS -END OF SILT FENCE NEEDS TO BE TURNED UPHILL. a: Na. 57 WASHED STONE. FOR ANCHOR OMEN SILT
NOT PROTECTED BY BARRIER ~ ~ 5(,'y'. ORADE FENCE IS PRi CATCH BASIN FENCF LS PRDIECTING ~ ~ CATCH BASIN. i j
i ~ - 6" LAIN. COVER i' I c -
~ OYER SKIRT + j ~ f----A_ Rt_~~'D~ ~ ~il t ~I
GENERAL NOTES: N I ~ ANCHOR SKIRT AS f t----.---~ _
TREES LOCATED WSTHiN THE STREET RIGHT Of WAY AND TH05E IDEN11FiED iN DEAD OR DYING TREE NEw rREF DIRECTED BY ENGINEER ~
PERMANENT SANITARY SEWER EASEMENT TO BE PROTECTE6 SHAH BE LESS THAN 12" DBH 1-4" CALIPER TREES PROTECTED FROM DAMAGE AND/OR REMOVAL. THIS {NCLUDES THE FOLLOWING 12-20" DBH 2-4" CALIPER TREES ~ i L~ ~ ~'Ji E 4 _ - -t - - r._ 1
ACTIVITIES: STORM DRAINAGE, UNDERGROUND UTILITIES, DRIVEWAYS, 20-25" DBN 3-4" CALIPER TREES i t j
SIDEWALKS, ETC. UTILITIES MAY BE TUNNELED IN TH£ ROOT ZONE AT A 24" 28-30" DBH 4-4" CAUPER TREES MINIMUM PRO1flDING THAT PLANS ARE APPROVED SHOIMNG THE LOCATION I I,REE!</DITCH I '
AND METHOD A80VE 36" DBH 5-4" CALIPER TREES ~ BED ~ I y 1 ,I
BARRIERS SHALL EXTEND AROUND TRUNK AS SHOWN. THEY SHALL
ENCOMPASS THE TREES ~MTH A RADIUS OF NO LESS THAN ONE FOOT (1') FOR
EVERY DNE INCH (1") Df TRUNK DIAMETER UNLESS OTHERWISE DETAILED. DEVIATIONS FROM THIS MUST BE APPROVED ON AN INDIVIDUAL BASISEBY THE R00T PRUNING: ROOT PRUNING SHALL BE KEPT TD AN ABSOLUTE MINIMUM DITCH PLAN VIEW
ENGINEERING DEPARTMENT. ALL TREE PROTECTION BARRIERS SHALL B ROOT PRUNING SHALL BE STARTED WITHIN FIFTEEN DAYS AFTER THE AWARD
INSTALLED PRIOR TO ANY GRADING DR OTHER LAND DISTURBING ACTIVITY. OF THE CONTRACT AND SHALL BE COMPLETED WITHIN FIFTEEN DAYS AFTER THEY SHALL Bf CONSTRUCTED FROM ANY MATERIAL SUBSTANTIAL ENOUGH TD STARTING WORK. THE CUT f5 TD BE MADE NO MORE THAN fi° BEHIND THE
DESIGNATE THE PROTECTED AREA AND PROTECT THE ROOTS, TRUNK, AND BACK OF THE CURB OR WHERE DIRECTED BY ENGINEER. THE CUT SHALL CROWN OF THE TREE. EXAMPLE: 2x4 STANDARDS AND 1x4 RAILS; SILT BE MADE TO A DEPTH OF TWO FEET BELOW THE SO)L SURFACE. THE _ 3 RIP-RAP DETAIL
FENCING, ETC. R60TS SHALL BE CUT CLEANLY LEAVING A SMOOTH SURFACE. ALL CUT 2 IVI P O R A R Y J~~ 1 I E I V C E D E ~A CE DETAIL 6~ NOT TO SCALE
IN SOME CASES PERMITS MAY BE ISSUED TO ALLOW TEMPORARY {30 SURfACES OF ROOTS TWO INCHES OR LARGER IN DIAMETER SHALL BE
ACROSS THE PROTECTED AREA. MULCH, 4" TO 8" DEEP COVERED IMMEDIATELY WTH TREE WOUND DRESSING. R00T PRUNING ~ ] NOT TO SCALE DAYS} ACCESS EQUIPMENT SHALL BE KEPT SHARP TO ENSURE THAT ROOTS ARE CUT WILL BE REQUIRED IN THESE AREAS TO ACT AS A CUSHION TO PREVENT CLEANLY AND ARE NOT $RDKEN OR TORN BY DULL OR UNSUITABLE
SOIL COMPAC110N. DO NO7 STORE MATERIALS OR PARK MACHINERY IN EQUIPMENT.
ANY PORTION OF THE PROTECTED ROOT ZONE. PRUNING AND THINNING OR EXISTING TREES: ALL BRANCHES OVERHANGING
FILL DIRT NO DEEPER THAN TWO INCHES SHALL 8E ALLOWED 'MTHIN THE DRIP THE ROADWAY OR EASEMENT SHALL BE REMOVED TO A HEIGHT Qf
LINE QF TFIE TREE. SEVENTEEN FEEL DEAD WQOD AND CROSSED BRANCHES SHALL BE REMOVED FROM THE TREES WITHIN THE CONTRACT AREA. THE PRUNING
SHALL BE DONE IN A MANNER WHICH PRESERVES THE NATURAL CHARACTER IN THE PROTECTED R00T ZONE, STUMPS, DEAD TREES, AND SHRUB DF THE CROWN.
GROWTH SHALL BE CUT FLUSH OR GROUND OUT. NO GRUBBING 1S FERTILIZATION: A FORMULATION OF 31-10-8 ANALYSIS FERTILIZER OR OTHER PERMITTED. AS APPROVED BY THE C}TY AND THE ENGINEER SHALL BE USED. TREES
SHALL BE FERTILIZED iMTHIN THE PROTECTED ROOT ZONE AT THE RATE DF 6
REMOVE ALL BARRIERS UPON CDMPLEI1ON OF PROJECT AND FILL THE HOLES. LBS, NITROGEN PER 100D SF. SOURCE OF NITROGEN SHALL BE NO LESS THAN 54~ UREA FORMALDEHYDE (SLOW RELEASE LOW SALT INDEX), THIS LIQUID
TREES THAT DfE AS A RESULT OF THE CONTRACTOR'S NEGLIGENCE TO THESE FERTILIZER IS USED WITH A TREE FEEDING NEEDLE. AN EQUIVALENT DOSAGE
SPECIFICAl10NS SHALL BE REMOVED AND REPLACED UNDER THE DIRECTION SHALL BE APPLIED USING THE SAME PATTERN OF HOLE.
OF THE CITY AND APPLICABLE CITY STANDARDS.
5 FT -~-I t
~ TREE PROTECTI01~ DETAIf~ a 1.5 FT
~ ~ NOT TO SCALE
18Q0 CU FT,~ACRE gD~, 12" ° 5 FT
`L p
1. USE FQR DRAINAGE AREAS a p
NOT EXCEEDING 5 (FIVE} ACRES.
NOTES: 2 EARTH BERM SHALL BE STABILIZED W~ SEEDING FILTER
ACCORDING TO TRfANGLE SPECIEiCATIONS. CR05S SECTION FABRIC
T 3. USf CLEAN COMPACTOR FILL MATERIRL FOR EARTH BERM. OVERFILL fi"
MIN. DESIGN FOR SETTLEMENT SETTLE(3
TOP 21 1' FREEBOARD -
SIN I--Ill-Il~ll- -fHll_II-III
III- ~II_I- g~,
T MfN, ~~~-,~-ii l, i l `,-~l~-~~ _ 5'0`~ a ° ,_I~ I I~ I I_ I I~H I I 1.5 fT~L - t~°o X ~ _r- ~ ~ f~a ~ 2:1 SIDE
i _ 0 0 o a ~`SLOPf 5 FT ~ ~ 6>0 0 od Q~ o -rl
OPQ RIP -RAP PLACEMENT R FILL o 0 o~_~O -
~~G FILTER I g o~~ 1:1 SIDE SLOPE
1. EACH RIP-RAP PLACEMENT SHALL BE BEDDED IN EITHER A 6" BED OF " _ T ~ WASHED STONE OR A NON BIODEGRADABLE FILTER FABRIC, THIS COS FABRIC ~i..I ~~Ut~~O I- ~I o _ NATURAL
SHALL BE INCLUDED IN THE COST OF PLACING RIP-RAP. / COARSE AGGREGATE STONE SIZE = 2"-3 SE AGGREGATE- GROUND SIZE = 2"-3" Y
2. WHEN USING CLASS Il RIPRAP THE MINIMUM THICKNESS OF THE RIP-RAP
LAYER SHALL BE 22°. ~ n v . _z MAINTENANCE
2. WHEN USING CLASS 1 RIPRAP THE MINIMUM THICKNESS OF THE RIP-RAP g INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PER400 OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL
LAYER SHALL BE T4". ~p DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH THE TRAP. PLACE THE SEDIMENT THAT i5 REMOVED iN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
LL EXTEND UP TO THE TOP OF THE BANKS AND BELOW THE ~ 4. RIP-RAP SHA CHECK THE STRUCTURE F(H2 DAMAGE FROM EROSION OR WPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM
CHANNEL BOTTOM AT LEAST 22° FOR CLASS EI AND 14" FOR CLASS I. ~ ~ - ~ OF 1.5 FT BELOW THE LOW POINT ~ THE EMBANKMENT. IMMEDIATELY fill ANY SETTLEMENT OF THE EMBANKMENT TO SUGHTLY A~DVE DESIGN
l UM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 2.d' s0' Max M ~ GRADE. ANY RIP RAP DESPLACED FROM THE SPILLWAY MUST BE REPLACED {MMEDIATELY. STAB1LlZE THE EMBANKMENT AND ALL DISTURBED AREAS A80VE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER
TAL TO 1.O' VERTICAL. HORIZON r}A CONSTRUCTION N9TH SEEDING.
SSES THE CONSTRUCTION 6. WHEN A WELL DEFINED DRAINAGE CHANNEL CRO ~~5 ~p~ ~PR ~ P TYPE DRAiNA(~ AREA X_DIMENSION Y-DM N ION iRtp POND DIMENSIQfIS ~APPRDX4MATEl
AREA CROSSING SHALL BE MADE A5 QUfCKLY AND WITH AS LITTLE dP 5~ DAMAGE AS POSSIBLE, REPAIRED IMMEDIATELY, STABILIZED, A 0.125 ACRE A FEET 6 FEET 24 FEET LONG, B FEET N1DE, 3.5 FEET DEEP
RA SED AND MULCHED. AFTERWARDS, REP-RAP MAY BE REQUIRED {N 5F' G S , G~F.F' B .25 ACRES 4 FEET 5 FEET 30 FEET LONG, 12 FEET N1DE, 3:5 FEET DEEP
TH!E CHANNEL ACROSS THE ACTUAL CONSTRUCTION AREA. THESE WILL BE EVALUATED INDIVIDUALLY BE THE ENGINEER. C .5 A(~tES 4 FEET 8 FEET 45 FEET LONG, 15 FEET YNDE, 3,5 FEET DEEP
D 1 ACRE 4 FEET 8 FEET 73 FEET LONG, 27 FEET NODE, 3.5 FEET DEEP E 2 ACRES 6 FEET 9 FEET 90 FEET LONG, 3D FEET N1DE, 3.5 FEET DEEP
7. STONE FOR TEMPORARY CREEK CROSSINGS SHALL BE THE SAME S6ZE AS NOTED FOR THE PERMANENT EROSION CONTROL TO BE LEFT IN PLACE.
ONCE THE AREA BELOW THE GREEK CROSSING (S SEEDED AND MULCHED, ~ TEMPORARY S~DIME~IT TRAP
THE CONTRACTOR CAN REMOVE THE TEMPORARY CREEK CROSSING ANG USE THE STONE FOR THE PERMANENT CHANNEL STABILkZATION. ~7 NGT TO SCALE
8. ALL SEDIMENT CONTROL MEASURirS AND REGULATIONS SHALL CONFORM ~ a R O P A, VE L C O~~ TR U C TI O I~ E N f I ~ A I~ C E SEDkMENTATION POLLUTION ~ TE M P O R A TO THE LATEST STANDARDS OF THE NC RANCE
CONTROL ACT. 6 ] NOT TO SCALE
TOE REQUIRE~E~fTS FOR
- AP BA~1K PROTECTI01~ ~ SIP R

~1!~°DUd11w1~~~
ROJECT MANAGER DRAWING SCALE 3101 JOHN HUMPHRIES WYND RELEASED FOR UAlt
DRAWN BY PROJECT DATE RALEIGH, NC 27612 APPROVALS CIT CITY OF EDEN, NORTH CAROLINA UC6 ADOW GREENS, DAN RIVER & COVENANT BR. DETAIL SHEET
CADD [phone]
APPROVED BY ~~CT NUMBER BIDDING MEADOW C DICKeSON Office Locations:
CONSTRUC-nON DATE nLE NAME PLOT DATE ifrost North Carolina Georgia SANITARY SEWER IMPROVEMENTS
REV. NO.! DESCRIP11ON South Carolina Florid RECORD DwG.
REVISIONS

TVTS Q
Fy,Y(9 4~~ p, 0
j:'OZ -~.a `l,~,._ STANDARD METAL POSTS 2'-0" IN GROUND
w~ r.""-._
~ZNZ~ 9 WU~O . GALVINIZED
NARDWARD WIRE EXTENDS TO
q A _...,....i ~ RIP-RAP - TOP OF BOX ...PROTEC~tON; ~TYP~.....;......................;......._...;...............;....._.......;.............................,
~ti~ VARIES ~ ~ ~ ~ ~
Og ~ a ~ ~ O . ~ ~ O (Y a... a1~ ,......25.LF..flF 14~ STfE3:: ~d ~i ~ :535
SECTION OE PRECAST MANHOLE 535 CASING PIPE ~v H ommo~ r n r' a
0 i ~ r......~.. ~ -
°~z`~ Q ~ UI ~ i pZ ~
~~ia ° _
z CONCRETE COLLAR „ ~ ~ ~ 3 8 DIA. GALU. STEEL ; . 0
ROD LOOP WELDED T W W i
2" ~ ~ END GAP n ~ > ~ ~ 530 ~ 530 - o
KW°a ~ i~ a - ~
a~wm ° ` ~ J0~ ~ ~ ~0 o O
~ 4~, QNU e• ~ .oooCb p -
e n ' co.~'. J dr U~r~ I zW o _ _
:N d Uoo~ , ~ < 'a ~ ~ > a,-, . :y ` 1~4" GALU. STEEL CHAIN
. - ~~m'W ° ° ~ a , : , • 18" LONG MIN. MELDED END CAP SEE AERI ROR 56 Lf QF CROSSING DETAIL 525 ~ 57 WASHED STONE PLACED TO A
m ~ ~ , , ~ 525 a HEIGHT OF 12°-18" MIN• ABOVE
y as SECTfQ~J B-B DIP 0 4.74x: SLOPE TOP of BOX . ROP 12>~. [F OF....
x" LOCKING C~~~~~=r~if_
NTS ~a SLOPE
_ ~ WiR DR P INLET PROTECTION E o
2r~K Pa Z e' 68 520
. >~~a n - 0 12 D 520
OQUU_' oooa _ TYP, STEEL -0+50 ~ ° COLLAR, 2 NOM. SCH. 40 0+00 0 50
BOX STEEL PIPE
HINGE Z'_p" ,-6" MAX.
STEEL GALL VI ATERAL PROFILE ~ SEWER SER CE L
AP C SLOPE TOP OF CONCRETE 68 HORIZONTAL 1 2O'
ASE 2" TOWARD TROUGH _ VERTICAL. 1"=4'
~ B ~ t7 SCHEi?. 40 (7 4 ~ , .e I STEEL POSTS
~
NOTES: „ 1 -0
HA L ALSO COMPLY WITH PAVEMENT 1. MANHOLES S L o i i ~ a ~ ~a
STANDARD DETAILS FOR MANHOLES. I `l, 11 . a z
i ° /fi CONCRETE FOOLING I < ~ °
TYPICAL ~ / W F B..CY. CLASS.i t z
i \ I ra ; ~ ~ ~ 3 ; Rlp_ SLOPE _ 3. TEMPORARY SILT DITCH TO BE USED WHERE TOE OF FILL SLOPES EXCEEDS 3 FEET IN VERTICAL HEIGHT ra ~ ' AND ALONG STREAMS TO INTERCEPT FLOW AND/OR DIVERT TO A CONTROLLED OUTLET.
' / COMPACTED ; M...... ~ Z PROTEC ON, 11tP...__....., ...........s z.~.,................. .
SUBGRADE ~ ~ y.~.a_..... ~ ~ ~ SHALL BE REMOVED WHEN SILT DITCH IS ONE-HALF FULL. Il3 ` 2. SILT y. ~.a ;
SECTION A 555 > ..w_..___ a _a~ ~ U 3. DITCH SHALL 8E RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL.
a _ ~ p Z 57 tFOF 14 :STEEL ; ..CASING.PIP.E .
r z ` a ~
ANHO(~E 1 SPEC~ALiTY M ~ 2' MIN.
2 SfNGL.E SWING GATE DETAIL. 6 NOT TO SCALE 68 NQT TO SCALE ; . WA STE MATERIAL-COMPACT,
sums WSa18,DWG ~ iV\ << VAR. SEED & MULGH AFTER ~ ; .F CONSTRUCTION DF ~ ' ; sto t0 DITCH
pe 7' - 550 '\i\ ~ ~ 00
550 ~ -
'~~J~J -r VAR
y\\/\\~\\~\\,~\\/\\/\\/ ~ ~\/\/~'~\/\/\~\/\r / / / / / / / / / / q D'-2' ~ / / / /
_OP9'SLFOF4" / / ~ f\/~ . ...,...._...,,.RESTRAINED..,K>aNL......
DIP 0 5.34x Si.OPE i~//.~//.~//.~f/~//
................_.............:....SEE...A~f?IAI,...._......3;.................._..........._...,..................... t8" gtOSSING Alt 545
545
BtF OF 4" .............l~P...0.13~x stoPE . ; _ . _ ~~ROSS slcr~o~; al ~~~~fE~~
- - 8 TEMPORARY D1IIERSION DITCH
540 68
540 -_____0+50 0+O( o+aa a+50 ~+Oa
~ SI 5 R~/lCE LATERAL PROFILE SEWER SE
68 6S HORIZONTAL. 1"=20'
VERTICAL 1"=4'
VARIES 3'-O" 12" 15'-0" 12" VARIES
FINISH h
GRADE ; M -
+ , + ~ i lF OF i4 STEEL. 2 r ' ~ ~ CA~NG PIPE ; .
EXISTING 'r"_ ~ ~ I GRADE UQp~ x~i I ~ ~ G ~ WASHED STONE ~ Z ~
S 1 ~ .~A ~ ~j PLACED IN ~ 1 > ~ GEOTEXIILE BAGS ~ ~ .~i ~ 570
...r ' ~ 570 ~ ~ SLOPE 1 ~4 PER FT. ~ I ? U Z 3/4" STEEL PLATE W/ 3j4" HOLES t 1 a s Z ~ DRILLED ~ 3" ON CENTER
,.,i ~ t .N a -
r\~ A ~ ~ 3, ~ j : ~ i / , i ! _ R zz
: ~ -
/,~f/~~,%~~ 8„ CABC STONE ~ 1. THIS DETAIL CAN BE USED ONLY AFTER . PIPE ROADWAY HA5 BEEN PAVED•
ACCESS ROAD SIDE 565 -.565 2. ALL STONES AND SEDIMENT NEED TO BE
DITCH -SEE DETAIL f- , REMOVED FROM INLET/P{PE
.ROP 34 LF ~ .
_ . - _ RESTRAINED JOIN.T
N -GRAVEL ACCESS ROAD ; 3 TYPICAL SECT 0 IMP 01.42x SLOPE ~ ,'PIPE ..........SEE........... I
NOT TO SCAEE 68 UV5016A AERIAL. WASHED 510NE--~ "STEEL PLATE T r ....N~..DE.. PLACED IN ~
R~ 15 ~ OF 5~a GEOTEXTILE BAGS \ ~\II
560
ROP 11 tF'OF 4" ........DIP..O..~:51X~ SLOPE..,.... .
LV 2 CY OF CLASS t
3 _...RIP•-RAF SLOPE..._........... 7 PROTEC?IOPt; TYP.
555 __------0+50 0• :555
0+50 1+00 a+oo
9 CATCH BASIN INLET PROTECTION
68
6 C 6 W R SERVICE LATERAL PROFILE SE E
68 HORIZONTAL 1"=20'
VERTICAL 1"=4'
~~~~1YFrtx~Rn
PROJECT MANAGER DRAINN6 SCALE RELEASED FOR DATE 3101 JOHN i1UMPHRIES WYND
RALEIGH, NC 27612 APPROVALS DRAVM BY PR04ECT DATE CITY OF EDEN, NORTH CAROLINA LUC MEADOW GREENS, DAN RIVER & COVENANT BR. DETAIL SHEET
[phone] NSWK 1z CADD BRING MEAD(
APPROVED BY PROJECT NUMBER D C 0 N Office Locations: 6,4
CONSTRUCTION 61' community infrastructure consultants North Carolina Georgia SANITARY SEWER IMPROVEMENTS 6g
REV. NO. DESCRIPTION DATE 10.E NAME PLOT DATE 41 South Carolina Florida RECORD DWG.
REVISIONS ®~@

N Q
T~„YZ
~3K ~O moz
~Fd

TWTVW
FYI ~~Q PAVEMENT OR
SHOULDER RR TRACK
~~w ~oaa P,s,I~ coNCR~TE SHOULDER
off= - ENCASEMENT 5 BEYOND ~ DITCH TOE OF
~F~ SLOPE OR
a ~ .d p. ~ ~ ~ ~ . f;w ~Hi~il ir~~: r ~%'~lvuYt .;aLR~~'ICE BACKWATER VALVE STYLES. a ~ c 8 ~ . ~ ~ _ r ~ ~UREWCARS EDGE 0
PAVEMENT ~ z_
z _ ~ ~ o~~$ ~ p ~ a
~ \ ~W~ 4 ; ~ ~ - `~v
~ ~ / 1
~ ~ ~ ~ I ' ~ ~ ~ ~i ~ yam ~ ~ ~ ~
t' ~ I
i ~ - E Ay , ~ 1 ~ I { LOW ~ IFLOw y> zLCW ~ ,+`~D~Fi CARRIER STEEL PIPE PIPE
Q l~, . C~~j ~ I I ' 1 R ''~.~1(~i ' ~r ~ ~ ~ SEE DETAIL CASING
o~or C. r ~ J ~ ~ ~ - - BELOW
i m ~ ~ ~ ~ ~ ~ ~ i 1 ~ ~ ~ 1
a ~ ~ ~ ~ , y~~a ~ \ r^ `V ~ ~ ~ ~ ` ~ ~a x ~ C / I ~ LAPP~R SALVE /
-nm v ~ ~ v i 07 .J C ~ / / TYPICAL PIPE CROSSING
°z~ a ~ ! ' a ~ TYPI(;AL BACKWATER ~JAL'VE INSTALLATIONS' F_ va ~ ~
~ ~ 0 2 \ ~ ~ 4 A L..-~ ~ - p ~ /
=Z~~ a ~`~`'e . r- HOUSE z
"W o ~ 2 0 -
a~~; ~ ~ ~ J TYP~ _ oo_ o ~ ~ onov~ ~ ~ ~ ~ I --CASING ~ P1PE
BASEMEl~T OR GRAWL SPACi= _ CARRIER COMMON ~ PIPE
r-- BRICK W/ , c~ ~
PL A f ADJUST FLUSH ` - STANDARD MANHOLE ~ ~ MORTAR ~ Q - - ~
- - NEW ASHPHALT FRAME AND OVER I _--___r---_-____-------,1__~ Q _ L U $
i
~.~;1 r__ ~ ' _Z
~c1~ ~ ~ . ~ ~ ~ @i4~ °~~~~4. ~ ~ 'o.~~lJo ~ of qI~ q b d. ~ i A~~ VC.~LT 1NS ~A LL~`t I ~,~N I VIA OR 8u MIN. ~ g°
<,t,~~~~ ~ _,~,ah-~ HOUSE EUiLGif~IGS BI ~I~ i ON' SLAB r,ND ND
~ ; I~~ . ~ I _ i OTHER LOCATIONS WHERE VALVE 'SLUE
~ ~ EXIST, A.B.C. L^ ~rt - ~ ~ ~ ~ ~ c i _ ~ ~ ' I G~NfvO~ BE ~N~TALLED IN FRONT VIEW SIDE UIEW
~ ~ BASEMEPdT OR CKAVdL SPACE. ' COMPACTED' _
" ~ STANDARD ~ ~ ~ BACKFILL CBSO 4 MFTEP~ BOh -
MANHOLE ~ - r, OR SIMILAR BCX~VAULr DETAIL
~ ~ ~ ~ TOTAL - T~ ;t, ROPRIA , u SIZE . ~ ~ OF APP
~ ~ ~ ~ ~ . . CHIMNEY NOT T 0 AL LO'~~ REGULAR NOTES:
~ ~ , ~ ~~TO EXCEED I2~ wIAINTENANCE 1. STEEL ENCASEMENT PIPE SHALL CONFORM TO ASTM A-139 WITH
~ . , - .~uJ NOTES: WALL THICKNESS AND GRADE AS DEFINED IN THE SPECIFICATIONS.
MINIMUM ALLOWABLE YIELD STRENGTH IS 35,000 PSL
SECTIdN ~~NSTnLLATioNS of GREATER THAN 4' IN DEPTH MAY REQUIRE MANHOLE. 2. CARRIER PIPE SHALL BE ADEQUATELY SUPPORTED THE ENTIRE
PRECAST CONCRETE SPACER LENGTH WITHIN THE CASING BY USING "SPIDER" STEEL SUPPORTS
NC, 2, '~IAL'J~~5 MUST BE IPdSTALLEp IN A LOCATION AT WHICH THEY CAN BE (DONUT RINGS) OR CN ~s!_k_f~NLD ANA ~EkVi%ED R~Gi1LARLY. AT A MAXIMUM. OF 9 FOOT CENTERS (ONE AT EACH JOINT AND
BRICK IN TRAFFIC AREAS ONE INTERMEDIATE). OTHER METHODS MUST MEET APPROVAL OF
ONLY. DONUT RINGS NUT THE ENGINEER.
ALLOWED IN EASEMENTS.
~ MANHOLE FRAME ~ COVER RAISING 2 T R VANE INSTALLATION ~ Ef~CASE~iENT PIPE UNDER HIGHWAYS 8c ROADS
BACKWA E 69 NOT TO SCALE 69 NOT TO SCALE 69 NOT TO SCALE
A
1.5 MIN.
200't 100' TO M
200' FLAGMAN
END FILTER FABRIC
coNSTRUCrION 50' TYp.
ROADWAY
Qp 000 D00000000 a _
60"X 24" FLAGMAN END
TRAFFIC CoNSTRUCTioN TRAFFIC ROAD A
ROAD ONE LANE FLAGMAN CONES CONES ROAD END CONSTRUCTION CONSTRUCTION ROAD 500 CONSTRUCTION ~ $ ' TION
CONSTRUCTION AHEAD AHEAD AHED AHEAD 48" x ' ~ MAINTENANCE - INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER
END EACH RUN-OFF EVENT. IG„ CLASS A OF B
eaNSrnucT~oN 36" x 36" ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION CONTROL
50' TO 1 MILE MAX. EROSION FROM HkGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL STONE
500' 500' 500' ' 00' WORK AREA 200't ~ _ ! _ i r.,~ DAMAGE IMMEDIATELY, IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL. FILTER 2: ~ p~
WARNING SIGN SEQUENCE IN OPP051TE DIRECTION SAME AS FABRIC 2 `i- IVI A REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT
SHOWN ABOVE 3 OR MORE FEET -EET DAMAGE TO CHANNEL VEGETATfON, ALLOW THE CHANNEL TO DRAIN THROUGH ~F THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRY4NG
FROM EDGE OF SEDIMENT OVER THE DAM, ADD STONES TO DBMS AS NEEDED TO MAINTAIN
WORK AREA PAVEMENT NOTE: CESIGN HEIGHT AND CROSS SECTION.
TO A MINIMUM OF 36" x 36" AND TO 500 MIN. 1000' MAX. 500' MlN. ALL WARNING SIGNS BE SECTION A - A
BE REFLECTORfZED WHEN USED AT NIGHT
~ -HI WAY NSTRUCTION SIGNAGE LAYOCT 5 F - I STR~CTION SIGNAGE LAYOUT ON GH CC O F H GHWAY CON ~ CHECK DAM NOTES:
~ ~ NOT TO SCALE ~ ~ NOT TO SCALE 69 NoT Ta scALE 1. PLACE STONE TO THE LINES AND DIMENSIONS SWOWN 1N TWE PLAN ON
A FILTER FABRIC FOUNDATION,
2. KEEP THE CENTER STONE SECTION AT LEAST 9 fNCHES BELOW
NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.
3. EXTEND STONE AT LEAST 1.5 FT BEYOND THE DITCH BANKS TO KEEP OVERFLOW WATER FROM UNDERCUTTING THE DAM AS IT RE-ENTERS THE
CHANNEL.
afi
3101 DOWN HUMPHRIES WYND
RAWN BY PROJECT DATE RALEIGH, NC 27612 APPROVALS CITY OF EDEN, NORTH CAROLINA UCC MEADOW GREENS, DAN RIVER & COVENANT BR. DETAIL SHEET
[CADD ROJECT MANAGER DRAWING SCALE RELEASED FOR DATE PMmkvw [phone] PPROVED BY PROJECT NUMBER 61DDING UAL
Office Locations: 196
WDICKSON MEADO CONSTRUCTION On8Ultants Carolina Georgia REV. NO. DESCRIPTION DATE LE NAME PLOT DATE community infrastructure c North SANITARY SEWER IMPROVEMENTS
REVISIONS South Carolina Florida RECORD DWG.
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MEADOW GREENS JNDEX.. _ _ . _ _ _ _ _ _ _ _ , C1
COVENANT BRANCH & DAN RIVER INDEX.._... _.._.....C2
GENERA NOTES L ,LEGEND........... _ _ _ 3 C
MEADOW GREENS WESTERN PIERCE STREET SOUTHWOOD.. C4 - C12
.MEADOW GREENS NORTHERN COUNTRY CLUB FAIRWAY - C13 C24
EDEN MOREHEAD HIGH SCHOOL - _ . _ C25 C27
SOUTH OF MAPLEWOOD ..........C28 C29
GRANT STREET LINDEN DRIVE , _ , .
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MWF 1•=2(P 3101 JOHN HUMPHRIES WYND
DRAWN BY PR0.1ECTaATE M/K RALEIGH, NC 27612 919 782-0495 APPROVALS. RSM CITY OF EDEN, NORTH CAROLINA MEADOW GREENS UC6 MEADOW GREENS, DAN RIVER & COVENANT BR. INDEX SHEET
APPROWDBY PROJECTNUNBER BIDDING MEA
MWF 40358.00.Rq DICKSION Office Locations:
REV. NO. DESCRIPTION BATE FILE NANE PLOT DATE community Infrastructure COn~Jltants North Carolina Georgia CONSTRUCTION 4 SANITARY SEWER IMPROVEMENTS
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GATE PROJECT MANAGER D1=NG SCALE 3101 JOHN HUMPHRIES WYND RELEASED FOR'
MWF 1" ^ Zil' MWF DRAWN BY PRO&CTDATE RALEIGH, NC 27612 APPROVALS CITY OF EDEN, NORTH CAROLINA COVENANT BRANCH & DAN RIVER UC6 ~ [MEADOW GREENS, DAN RIVER & COVENANT BR. INDEX SHEET
Rif W%MWK [phone] tt
APPROVED PRpJECTNUNBER BIDDING
MWF 40358M.11A WD I C K' ESP 0 N Office Locations: FIENWE PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION REV. NO. DESCRIPTION DATE f ~ SANITARY SEWER IMPROVEMENTS
Plan andPrule. South Carolina Florida REVISIONS I~coRD DWG.
nflAn ~v FiNn~

N
~Yf9
~;a
~'~a z ~z~

~~o THE CONTRACTOR RESPONSIBLE FOR THE SEWER IMPROVEMENTS, AS
~ ~ GENERAL NOTE: APPROV? IN THESE PLANS IS RESPONSIBLE FOR TI THE CONTAC NG
~~g UR5 ENGIN~~RING D TMENT AT [phone] AT LEAST 24 HO
W~~ RAN 1T A CITY F ~~Z ALL CONSTRUCTION TO BE IN ACCO D CE W H LL 0 EDEN STANDARDS AND , PRIOR TO BEGINNING AN'fi' OF THEIR CONSTRUCTION.
~~g SPECIFICATfONS. BEFORE YQU DIG
~~°a I R TO NOTIFY THE ~I~GINEERING DEPARTMENT IN ADVANCE OF
ALL SEWER MAINS WITHIN PUBLIC EASEMENTS SHALL BE OWNED, OPERATED & MAINTAINED gd,~ BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF
QZO . BY THE CITY OF EDEN. W ~W MQN~TA,~Y FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR
u~x$ . EWER FACILITIES NOT INSPECTED AS A RESULT OF THIS CALL 1 $00 632-4849
~q~W CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. , NOTIFICATION FAILURE. N.C. ONE-CALL CEN"TEFI
IT'S THE LAW
a~ ° CONTRACTOR WILL BE RESPONSIBLE FOR DIVERTING FLOW TO NEW SEWERS FROM THE XI TI
E S NG LUR TO CALL FOR IN P 0 IN TA A U SEWER. =Wm HAVE PERMITTED PLANS ON THE JOE SITE, OR ANY OTHER
oaa VI A N ~ o~ OLATION OF CITY OF EDEN STANDARDS WILL RESULT IN ~
a"`~ THE TOTAL BASE PROJECT CONSISTS OF PHASE 1 MEADOW GREENS SANITARY SEWER A IN E CITY OF EDEN
~~}JZ° ( I SI N FROM FUTURE WORK Thi U OQ IMPROVEMENTS), PHASE 2A (DAN RIVER SANITARY SEWER IMPROVEMENTS), PHASE 2B
COVENANT BRANCH SANITARY SEWER IMPROVEMENTS . CONTRACTOR TO BE FLEXIBLE IN THE ( ) ~Fmm EVENT WORK IS SCALED DOWN.
~a~~
U~ai ~ y ql
.N SEWERS THAT ARE ABANDONED SHALL BE IN ACCORDANCE WITH SPECIFICATIONS AND Y~UQ
~~=_N DRAWINGS. //~~.°p .
GaU~
~Z~~ EROSION CONTROL:
L.p. LIGHT POLE
~oo~ CONTRACTOR SHALL BE REQUIRED TO MAINTAIN EROSION CONTROL DEVICES AND TO ~ SIGN NAIL
PREVENT SEDIMENTATION DAMAGE TO ALL ADJACENT PROPERTIES AND STREAMS IN ~'f
F.H. FIRE HYDRANT ACCORDANCE WITH THE EROSION CONTROL PLANS AND THE CURRENT NORTH CAROLINA T/C TERRA COTTA PIPE
EROSION AND SEDIMENTATION MANUAL. STANDING WATER WITHIN THE PROJECT LIMITS TREE POWER POLE
SHOULD BE PREVENTED. ALL DISTURB? AREAS SHALL BE STABILIZED AND SEEDED AND p.P.
H N I R. ~ BENCHMARK XfSTING WATER LINE MULCHED AT THE DIRECTION QF 7 E E G NEE v~L E
EXI GL GAS LINE S STING SANITARY SEWER MANHOLE REFER TO SHEET C66 FOR EROSION CONTROL SEQUENCING, SEEDING SCHEDULING, MULCHING
SS EXISTING SANITARY SEWER RATES & FERTILIZING RATES. SEWER
S PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER ' SEWER
v
N.C.D.O.T. CLASS I RIPRAP SHALL BE PLACED AT ALL CREEK CROSSINGS C.O. EXISTING FORCE MAIN p CLEAN OUT
ON CREEK BANKS AND EXTENDING DOWN TO THE CREEK WATER LINE. --~----~w- SILT FENCE
T P IP RAP PLACED SHALL BE FLUSH WITH THE TOP OF EXISTING THE 0 OF R PEPS PL OW OVERHEAD ELECTRIC C UG
BANKS; WIDTH OF RIP RAP SHALL EQUAL WIDTH OF DISTURBED AREA OR NSTRUCTION EASE , TEMPORARY CO UCTION EASEMENT
MINIMUM 10 OR AS PER PLANS. SEE PLANS FOR RIP RAP THICKNESS. w.M. WATER M T ® E ER PROPOSED PERMANENT SANITARY NT SANITARY 5EWER EASEMENT
FI WV EXISTING PERMANENT SANITARY t f SANITARY SEWER EASEMENT
TR~F O CONTROL. WATER VALVE
F M TRAFFIC CONTROL VI c GAS METER ---R/w- RIGHT-aF-WAY CONTRACTOR SHALL FOLLOW MANUAL OF UNI OR DE CES AND NCDOT ?
GUIDELINES WHEN PERFORMING ALL WORK WITHIN CITY OF EDEN STREETS AND NCDOT G.V. ---uE---- EXISTING BURIED ELECTRICAL C0~ :CTRICAL CONDUIT
® GAS VALVE ROADWAYS.
CLEARING LIMITS
CHECK DAM
ALL FENCES WITHIN THE CONSTRUCTION LIMITS THAT REQUIRE REMOVAL AS SHOWN ON THE
ITH A FENCE OF E UAL UALITY AS APPROVED BY THE PLANS ARE TO BE REPLACED W Q Q
TEMPORARY STREAM CROSSING CROSSING
ENGINEER. ' ,a
CONTRACTOR SHALL COORDINATE WITH AFFECTED PROPERTY OWNERS WHOSE FENCES WILL I CONCRETE ENCASEMENT .NT
REQUIRE TEMPORARY REMOVAL. CONTRACTOR SHALL PROVIDE TEMPORARY FENCE FOR I ~ "
N BARRICADING LIVESTOCK, PETS, ETC. UNTIL PERMANENT FE CE I5 WSTALLED, o.
RIP RAP F I ATi NS: SUBSUR ACE NVESTIG
SUBSURFACE fNVESTIGATIONS OF A LIMITED SCOPE ARE PROVIDED FOR THIS PROJECT IN THE
SPECIFICATIONS. iN ADDITION, THE CONTRACTOR SHALL MAKE HIS/HER OWN INVESTIGATION
AS TO THE SUBSURFACE CONDITIONS.
BACKFIWNG:
REFER TO DETAIL 3 4 8c TRENCHING SPECIFICATIONS.
61 61
UIII
CONTRACTOR SHALL CONTACT NC ONE-CALL AT 1-800-632-4949 FOR UTILITY LOCATIONS
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL ALSO NOTIFY THE CITY OF EDEN ENGINEERING
DEPARTMENT OF IMPENDING WORK.
THE ENGINEER HAS MADE ALL POSSIBLE ATTEMPTS TO LOCATE EXISTING UTILITIES. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY THE LOCATIONS OF ALL UTILITIES PRIOR TO
CONSTRUCTION AND TO NOTE ANY CONFLICTS. ANY DAMAGE TO UTILITIES INCURRED DURING
CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR ANQ IS TO BE REPAIRED AT THE
T R' XP NSE. CON RACTO S E E
BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL CONTACT EACH OF THE UTILITY
OWNERS IN THE AREA OF CONSTRUCTION RELATIVE TO THEIR UTILITY LOCATIONS. THE
CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY TWE OPERATIONS OF
OTHERS PERFORMING THE ABOVE WORK. NECESSARY ADJUSTMENT OR RELOCATION OF
EXISTING UTILITIES, EXCEPT FOR CONTRACT ITEMS, WILL BE PERFORM? BY OTHERS. THE
CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHERS IN ORDER TO PROVIDE
SATISFACTORY PROGRESS OF THE PROJECT.
CITY OF EDEN -KEVIN LONDON [phone]
MEADOW GREENS COUNTRY CLUB (IRRIGATION/WATERMAINS) - (336) 623--5381
DUKE ENERGY POWER TRANSMISSION LINE - ERVIN SUMMERS - 336 634-4681 ~ ) ~ )
MINIMUM SEPARATION DISTANCES FOR SANITARY SEWER LINES FROM:
A. WATER LINES - 18'" VERTICAL OR 10' HORIZONTAL
B. STORM SEWERS - 12" VERTICAL
I ~ ~ e~ , .
D.I.P. WITH MECHANICAL JOINT ENDS MAY BE SUBSTITUTED WHERE SEPA-
RATION DISTANCES BETWEEN THE SANITARY SEWER LINE AND WATER LINE ro~
QR STORM SEWER CANNOT BE MAINTAIN?. PIPE MUST BE LAID SUCH
THAT FULL SECTIONS OF PIPE ARE CENTERED ON THE CROSSING POINT
AND EXTEND A DISTANCE OF 1Q' ON EACH SIDE QF THE POINT OF
CROSSING. .
DISTANCES NOTED ON PLANS ARE FROM CENTERLINE TO CENTERLINE OF
MANHOLES.
PROJECT MANAGER DRAWING SCALE
3101 JOHN HUMPHRIES WYND RELEASED FOR DATE F 1*=29 RALEIGH NC 27612 CITY OF EDEN, NORTH CAROLINA GENERAL NOTES C3
low WK [phone] @ A p's
EAPIPRDVED PROJECT DATE APPROVALS BY PRO,IECTNUN8B7 BIDDING 40358.OO,RA K MEADOW GREENS, DAN RIVER & COVENANT BR.
DIC1, 0 N Office Locations. n, SANITARY SEWER IMPROVEMENTS & LEGEND C69
[REV. NO. DESCRIPTION DATE PILE NAME PLOT DATE community Infrastructure consultants North Carolina Georgia CONSTRUCTION Plan and Prcte. South Carolina Florida RECORD DWG4
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ORAWN BY PROJECT DATE p's RALEIGH, NC 27612 APPROVALS CITY OF EDEN, NORTH CAROLINA MEADOW GREENS WEST/PIERCE ST./SOUTH WOOD JC6 - MEADOW GREENS, DAN RIVER & COVENANT BR. SEWER REPLACEMENT
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Plan and Profl .dw9 South Carolina Florida REVISIONS RECORD DWG.
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MWF 40358.00.RA DICK'SkON Office Locations: 4 CONSTRUCTION SANITARY SEWER IMPROVEMENTS STA. 17+62 TO 23+68 C69
REV. N0. DESCRIPTION DATE FlLE NAME PLOT DATE community infrastructure consultants North Carolina Georgia F~c
REVISIONS Plan and Profil .dwg South Carolina Florida RECORD DWG.

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MH WK [phone] - PROVED BY PROJECT NUMBER BIDDING DICK'SION ® EA
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DRAWN BY PROJECT RALEIGH, NC 27612 APPROVALS DATE 0, WK [phone]@Ha AMH
PPROVED BY PRaaT NUMBER BIDDING MEADOW GREENS, DAN RIVER & COVENANT BR. SEWER REPLACEMENT
WF 40358A0.RA %.0'6-'KSON Office Locations: CONSTRUCTION
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REV. NO. DESCRIPTION I DATE
REVISiONS
3=111
1+00
1+50
2+00
PROJECT MANAGER DRAVMG SCALE
3101 JOHN HUMPHRIES WYND
RELEASED FOR
DATE
MWF - 1" = 20'
RALEIGHNC 27612
,
APPROVALS
DRAW BY PROJECT DATE
WK [phone]
-
BIDDING
AMH
APPROVED BY FR-0JEC8 NUMBER
DICKSON Office Locations:
-
CONSTRUCTION
MWF 40358.00.RA
FILE NAME - PLOT DATE
community infrastructure comitants North Carolina Georgia
IRECORD DWG.
Pion and Profil+.dwg
I South Carolina Florida
2+50
-9=
3+50
4+00
CITY OF EDEN, NORTH CAROLINA
MEADOW GREENS, DAN RIVER & COVENANT 13R.
SANITARY SEWER IMPROVEMENTS
4+50
Mw
550
1
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545
540
OR CONSTRUCTION
MEADOW GREENS WEST/PIERCE ST./SOUTHWOOD
SEWER REPLACEMENT
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PROJECT MANAGER DRAWING SCALE RELEASED FOR DATE
MWF 1" = 20' 3101 JOHN HUMPHRIES WYND RALEIGH, NC 27612 APPROVALS DRAWN BY PROJECT DATE 20 CITY OF EDEN, NORTH CAROLINA MEADOW GREENS WEST/PIERCE ST./SOUTH WOOD C12
[phone] WK AMH
APPROVED BY PROJECT NUMBER - BIDDING a ` MWF 40358.00.RA DICKSPON Office Locations:„„ +a m F OW GREENS, DAN RIVER & COVENANT BR. SEWER REPLACEMENT
North Carolina CONSTRUCTION G on Monts Georgia REV. N0. DESCRIPTION DALE nLE NAME PLOT DATE community infrastructure c Nor I~+ C SANITARY SEWER IMPROVEMENTS LINE 5 STA. 5+00 TO STA. 6+68 & LINE 6 C69
South Carolina Florida Plan and Profl .dwg RECORD DWG. REVISIONS
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