20010794 Ver 1_Site Plan_20010523

i i o i i i i 0 ii iii i ii
TOWN OF WAKE FOREST, 1 - - - SANITARY SEWER ro1~STRU D~~T AJ~~1 ~1Ve NORTH CAROLINA
SUCTIONS DRAWINGS - - -
ER: a
T~ET INVE~TMENT c/o ~NTS, LLC
TILLETT D~VELOP 6'72 J FALLS OF N~JSE R RALEIGH, NORTH-I CARO 91 J-C~'~6-185 o F c~UN ~U'1'Ty -t- ~OPIVIENT
ROAD, STE.200
.R 0 LING 2'~ ~ 15
18 5'7
OSG7~4
z ~ T1' V `
AN. SEWER
H C T d N SITE p~poOSED SAN. SEWER
£ }D
W Land Surveying and (V .
C3vi1 Engineering Technologies - J
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
19~ tiq 19~ 1 A BY THE TOWN OF WAKE FORESL
6
PREPARED BY: rtis Pte' CIS ~ s~
HUNTER CIVIL TECHNOLOGIES a~ ~ PUBLIC WORKS AND UTILITIES ~r
~J Q-
6'729 Falls of the Neuse Road `P c~,~, ~ ,~o,~~
~1~ 4P ZS ov
Suite 110 z ~ ~ N IN R~ DEPA ME 9 DA E
Raleigh, North Carolina 27615 ~T9~r~,~ _ S~`~~
v~v hlFtt PR V NTIO ~2L p
[phone] OAK GROVE1942 (1 L~.s~° 9-mss-oo
[phone] FaX ~~O~,Z,~~ DURHAM RD. ~UNIpER AVE E CHURCH RD. ~UBDI ISIOrf ADMINISTRATOR DATE
~~J 1 A ~ ~9fT q
~'F
~s
ti O ~ ~ S INDEX TO DRAWINGS
ti
SHEET TITLE
1-3 SANITARY SEWER PLAN & PROFILES
4-5 DETAILS AND NOTES
VICINITY MAP .P ~oQoFES ~H`~"=
NOT TO SCALE
i97 ~
Mo9jS r, T~\~'
0:\SDSKLDD2\TDC\Tdc00007\1-dwgs\cover-hct.dwg 09/14/00 10:34:39 AM EDT

N s~~~~e
~B ~ a~~~~~~ ~ 1~ ~ ~o ~~~s ~B. ~a~~
~ ~ ~Ra N R~
~ i c9
O ~ a~ .-~-........N.
? rv~~ Q r. . ~
~ ~ 'ors; ~rr®®+~r ~~~3 NR43 ~ I ~ ~ Rg ~ ~ - r ~ ~
_ ~ ~ APPROXIM T A E LAC ~ w E LOCATI 0~1 OF ~ I~~g NRB NRB
F - EMA 1 00 YR FL _ _ N~ _ / f YR FL
C 6 ~ OOD PLA f N - ~ ~ r . .
_ ~ ~JRB ~ OUFFER . ' N.
_ _ ~f f'
N ~ NRB NRB NR $ , j' ~
e a,~~ ~ ••'•f••• . ~~f•~
~S~ N Rig (.P ~8 `x•41 - '•ti.
G ..N•••N
•'ti1 •h, • .•..,~ti~w
r r''•• ~ : r R ~
''k ' , ~ RB i r NRB •••HN • ~'i•y,N. RB ~ / ~ NNNN
~ ~ ...,,NN S "
iwv s2.aa s~N A~ OAF ~y • °w 1.. 285. rJ~ r`C~ ~ . .....•.N'••I•• • '~4p•.. ?
ear .•f ° CRf • ~ ~ ~F ? . ; #427 ,n z e ~ e n ;
ss 1 k BA ss ~ MH EXIST. ; f,. ~wNK P~ 'Y r e u s ~ ~ f• / MH #428 ,
A`. V /'i°~ m c e ~
•4 •...y NNN.f•'' •y M••••'~ ~ \ " ~ lY
1 .rNj N.
. •••"••h•..? ...r•''• / / '
t = f ~ i ~ q~ ~ ~
f ~ ~ ~
\ apP s SAN ,N....»••~., Q~~ / w ~
i ~
~ 140 r b r ~ ~ i 9~,~P~ ~
; N ~ N'N••' r 1 ~ ~ ~ / pl W ~ ~
- ~ - _ - _ __MH EXIST. (#424} x~ t - ~ ~N ~
.f~ ~.,i~ ~ rr~ .wry. / G
~ 25 i
MH EXIST. 423 ~ :r ~ ) ~ W ••ti MH #426 /
{fa i Vim! ~ - - ? N / ~
G f' ~r ~A `gyp ~ ~;y w~ r
fir, ~.s rrwi r r ~ ~ W rr~ ~
/ ~r~ ~ ~ air / Lp4N ^ ° i PI.AIPJ ~ ~ p400~p
` ~ ~ 100DP1.A1~ ~ i / / 100 YR F m /
q p' : ~ i 2 p~,p~N ~ p01~
~ ~
312.0
NOTE: TOPO tN PLAN VIEW IS GIS (NOT SURVEYED) ALL MANHOLES SHALL COMPLY WITH TOWN OF WAKE
AND IS FOR A VISUAL REFERENCE OP~LY. IN FOREST MANHOLE NUMBERING/ANNOTATION SPECIFICATIONS. 310.0
310.0 AREAS WHERE THE PROPOSED ALIGNMENT IS SECTION 3.5,3 #8.
NflTHIN 50' OF RICHLAND CREEK, THE BANK WAS
SURVEYED AND IS REPRESENTED ON ~~iE PLANS AS A DOTTED UNE LABELED CREEK BANK. NOTE: EAST INVERTS ARE FOR ~
FUTURE CONNECTIONS TO OLD MILL N ~ a
cn STREAM PARSE 4B. w ~
~ o o w ~ oa~01 ~ rn
~ o~ 305.0 Q ~o~ o • ~~p 305.0 10 n ~001~ OO o0 N M
w ~ ~N ~`c°0v aoaoN THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION •ONN~ N
NOTE: EXISTING MH STA: 10+00 THROUGH MH#424 N~ ( } o~co 0 • N NN OZZ= M~ o ~ o ~ BY THE TOWN OF WAKE FOREST. r• + • _ _ o . ~
//STA:13+34.42 NOT PART OF THIS DESIGN. DESIGN FROM oZo 00 1 ~ N N •-O OZO OZZO N ~ N ON ?fp-~ ~'t0-_O N~F-I- ~ N
CONSTRUCTION DRAWINGS BY RICE & ASSOCIATES TITLED +o ON " " 'd'ONN~ N~~ W W~ Q: O
~ •ao OLDE MILL STREAM PHASE 4 CONSTRUCTION DRAWINGS '~zzo N~~ ~N~~~ Q ~ O O ~ ZO d I ~zzz
`0N MAY 3 2000. CONTRACTOR TO CONFIRM THESE ~ N AND DATED Mrn~~-~ -zz 30(}.0 00 0 ~ MANHOLES INSTALLED PER PLANS. IF ANY DISCREPANCY N~a_~ ~ ~ a__ ~ZZ = ~ZZZ d' N~~ a__ ~ moo= 300.0
N oz~ D THESE DRAWINGS NOTE: EAST INVERTS ARE FOR FUTUR.... o~ •_o EXIST BETWEEN AS-BUILT INVERTS AN Q~~~~ N TO YI TR AM PAHSE 4 . ~ 2s ca ~i = _
'o~'z INEER TO INSURE -zzz CONNECTIO S OLD LL S E B ~ • _ o~ ~ CONTRACTOR MUST CONTACT PROJECT ENG ~ _ _ _ f ER ~~~zz D
-oN N~a: NOT ADVERSELY EFFECT THIS DESIGN. x ~ rn ~ W DISCREPANCY WILL
W N~ > ~Z „~i
_ ~Z ~ A
295.0 295.0 q-2~-mv
I
-

290.0 - - - LE 83.27' LEN • IP 290.0
LEN 3 .23 L 111.9 SLOE 0.28
A 10in. IP 2 .25' OPE 0. 8~ LEN
PE 0.2 ~ DIA 10in.DfP DIA SL
- L _ - DI 10inAl
SLOP 0.30 - - DIA 10i .DIP - EN 231 88 285.0
285.0 -
NOTE ALL M NHOLE TO H WAT RTIGHT LIDS.
280.0 280.0
~ ~ ~ r N Ol Ol Of OD ~0 O1 w rn ao M ~ rn M m ao ao ~ n
d, ci o o ° ~ ro m m ro m d, 6 0 m °i ~ m is rn rn m in rn iA rn
N N N N N N N N N N N N N N N N N N N N N N N N N
0 0 0 0 0 o a o 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 °o °o °o °o °o o ° 0 0 0 0 0 ~ 0 0 0 0 0 0
~j ~j Q p CO O O O O O N U O ~ O to O ~ O to O ~ o t4 O (7 O U C) ~ O O CO O O O N t4 + N O ~ O ~ O to O ~ O N
+ + + + + + + + ` j ' j ~ r OD 00 O O O O N N
O O O O N N t~ ?7 N
4 I
HUNTER CIVIL TECHNOL01 N~ TECHNOLOGIES ~
~ Q 's
6729 Falls of the Neuse the Neuse Road DRAV~! BY: BTT ~AL 3
Suite i 10 n e i r _ m n T~r~ r n n T~7 ~ T~T-~ n n Tl T1 rti m
Raleigh, North Carolina h Carolina 27615 JLHLL; gi-1/1. 19197 1 1 U VVIN Ur VVAhh 1' UnL~:) 1
[phone] 27 \~POIAQ/ V 40 H ~N
Land Surveying and [phone] Fax Civil Engineering Technologies 25 Fax I V\~,,0 4 (V) ,$ghII;II e.
u-
0:\SDSKLDD2\TDC\Tdc00007\1-dwgs\pp3-hct.dwg 09/14/00 10:28:16 AM EDT

~~F
x
to ~ ~
e ~
i ~ ~
Rep sae ~ ~ ~ ~ ~ \
~ FR \ / \ • Rg ~ \ ~ r s ~ ~ o vu~l~~~ ~
j~~ g~~ a1pPd i3u~ N MFR
Z •••""'r ~R~ ewe ? . NRB
~ ~ ~ ~r 9~ ~ - A / MH #437
v"
~i e ~ f N
, R / ~
0
\ •••••yMN....,
~ H 427 ..»»........»..r w '1 \

y,y I ~ VV
••y
ti , _ 'L. 2 ~lEU H 4 ~
~ ~ , _ - ® r ~~1®i~ MH 433 ~ ~ ~ / # ~ ~ ~N • 4 Q \ '.L
~ , ~ , ~ . • ~ ~ / 1 ~ I~ ~a ~ I is ~ ~ \ •o\
MH 428 a y ~ ~ ~ ~'J ! MH X430 ~ : ~ .e1 ~ r
`H1 D \ .l Bg ? a ? ? 1 '~M i
S q / / ' ,~g r r ,
~ ~ ~ NRB ~ ~ r l~ ~ ~ MH #432 a a r g i e ~4!~P1\`\ + e~y per/ ' ° . ° y ?
ut/' ~ e D ~ \ v a s v AY i a i ~ N p y , ° b b ~ ° ? VV,p ark 'y MH 36 ? ? ; 6
,gyp / q ~ q = pi ~ ~ 11 ~ a ° , v a v tl." i p I ? a r a
m ~ g(-rry q ~ 1 -1 a a a a ? ? V I \ i
! ' L' i q q p j} Z e 1 ! ! 9 ,f ` • y v V~Aa r ' v a v a v t a ° r e r 3 / A 9 ~ 1 1 ~ \ v a ? ? y
D q 1 1 a A = \ a ` a ° a a a a ? . • ?
. ~ Y ,pt p ~ \ ~ ~ r 0 \ ! a ! \ V \ ~ v ~ / v v v v _ ! _ ~ A p \ \ ~ \ ? b ° ° b . ~ MH #434 ~ . ~ N .r
° ° . ~ ~e 's a e ~ a
~ tl 4 0 ° ~ ' ° ? °
Z y q ~ ! ~ q 1 r ~ ~ n S S ~ .~7 ? b ? ° ? i ~ MH #435 ` ~
t D = q ! ~ i \ ~ a ~y ri , ,
I ~ 1 D \ q a 1 ~ a D ? ? ? Y , ? b , ' ~ i a4 ( ~ 99W ! p~ V Sew
a q \ ti DP~n _ 1 A ! N ~ Z q P V ~ ~
fir. i i ! q p A 1 p i ! ! / \ ` ~ ''ti ~ ? ° ? ? , b v ° ° b ° a ° ? ° ° ? ° ? , f ~
q \ D 'j / / p A ! 1 i q ! / \ ?
D 1 p 1 1 ! \ / 1 1 = '~f q~, , ° v ° a r ° ? ° b ? ° ° ~ ? + , b Y ° ° b 9 M ? ° ? , ~
! ! = e = 1 i ~y'~ i = = p 1 l y~ 1 9 / ~y/ ~ = i 1 = ! ! f, a e r , ? ? ° b m v V~
lY' Z ` = i f 1 1 / S ~ ~ 1 ! r \
\ 1 ! / ! D q q 1 / q ! q ~'A 1 1 q / 1 F Z ! 9 ! 1Pr p ? n o , ° , b v
/ / ! e r q ° b N ? e \
/ 9 / _ / ' r q 1 q i ' ' / 1 = q / ~ a q/ ~ / ! A D ! = q = = 1 1 / 1 " \
/ / q = Z / / ! q 1 ~ ~ 3
NOTE: TOPO IN PLAN VIEW IS GIS NOT SURVEYED
( ) ALl MANHOLES SHALL COMPLY WITH TOWN OF WAKE 1PPROVED FOR CONSTRUCTION AND IS FOR A VISUAL REFERENCE ONLY. IN 315.0
315.0 THESE PLANS HAVE BEEN APPROVED FO BY THE TOV~i"~ OF WAKE FOREST. FOREST MANHOLE NUMBERING/ANNOTATION SPECIFICATIONS. ZEST. AREAS WHERE THE PROPOSED ALIGNMENT IS SECTION 3.5.3
n #8 WITHIN 50 OF RICHLAND CREEK, THE BANK WAS
J SURVEYED AND IS REPRESENTED ON THE PLANS
UD 4 Z FFK AS A DOTTED .LINE .LABELED-- CR__. BANK. A
~Ilr hVR~ ~e U L
?q~ Z5 00
310.0 310.0
~ 9- 1.../ d' ooi
RE FOR ~ ' r tp ~ N
TO OLD DILL ~ Q w ~ ~ tD ~ tV ~ 1~•' NN ~N
orn°f ~o ~ rN ~jN •pNF- Z~ QJp N 0~ ~ d
X0)00 M O~ 305.0 aiaoN NO O rnN oioN~" N~ °•zp 305.0
Op Op M c0 O 00 'ON~ •ONN~ MN ~ N ON O ~ r~}~ZO d~} •ZO MND:Q;
~~.r'0lF-F- M~C~iI-E- WW NN N Q~?> N~~ =~'ZZ
r+~--O N OfN N 01N ~O O M'f~l-I- N OF-F-F- ~ N 00 O+~?O N~~ Q~~~ Q > ~UJfY-- =F-_ ~ >
~ N~~(Y ppONF- ~jON{- MtC Ww O O O e}NO~F-t- a~» ~ U10; - -
a~~~'~ 01Q.zo + .zo Nrr~ _ -zz i~iH X432 ~ ~zzz ~ a cn~_- STA 25+48.29
NI-F- N~~ ~~ZZ 7 O I 300.0
300.0 R?t~i 29.0 Q INVERT IN 290.99 ).99
~~~zz INVERT OUT 290.89 90.89 NOTE: ALL MANHOLES TO HAVE WATERTIGHT LIDS.
r
LEN 8.85' 295.0 _ 95.0 2
E 0.281 SLOP _
in.DIP ~ ~ DIA 1 ~ ~ LO E 0.28 DIA 10in.DIP Oin.DIP EN 20 .12 S LEN 163.52 SLOPE 0.28% DIA
! DIA Oin.DIP
' 0.28 DIA n. ' LEN 141.24 SLOPE
L N 122.9
LEN 27.11' LE $3.27 SL PE 0.2 ~ 290.0
290.0
SLOE 0.28 pl 10in.D P
DI DIA 10in.DIP DIA 10in.
U E PIPE ROSSI G
USE PI E CROS ING DI CH DE IL ~ 3 27
DITCH ETAIL # 3.27
285.0 285.0
N ~ N sF Gi O O N d' CO O O c0
M m m t0 In t0 M M =D 41 O d0 N y_ di N N M M Kl d~ IM M OMi Odi C`ti Obi Obi Oho Off U~1 Obi Vl c0 f0 of N N N N N N N N N N N N N
~ ~ W N N N N N N N N N N N N N N
r' O O O O O O O O O O O O °0 0 0 0 0 0 0 0 0 0 0 o° °o o °0 0 0 0 0 0 0 0 0 ~ O O O O O O O O O O O O O O O CO O O O O O
o d o 0 0 o d o 0 o a O °o ~ °o ~ o ~ o ~ o ~ O u~ o u~ O t4 O to O lA O ~ O ~ O tf") r
+ + + + + + + + + + ~ ~ c+o . O O O ~ ~ M ~ N N N N N N N d O O
N N N N N N N N N N N N N N r~ t~ ~ ~
cs H b
HUNTER CIVIL TECHNOLO ~ , TECHNOLOGIES ®F
6729 Falls of the Neuse the Neuae Road ~ M
Suite 110 DRAWN BY: BTT
_ _ _ S(`AI 19197 m
Raleigh, North Carolina ;h Carolina 27615 ' • F r
919 847-2727 •ry 9 27 40) (H)
Land Surveying and [phone] Fag X25 Fag ,
Civil Engineering Technologies 4V)
0: SDSKLDD2 TDC\Tdc00007\1-dwgs\pp3-hct.dwg 09/14/00 10:28:16 AM EDT

E c"
n~ x
~ a`

e e r - m ~m~~
~ • e ~ a ~
~ ' ~ ~ ~r I I~ I~III~~,,
~ ~ . , \ ~ i' ~ .•r?
e9 ~ e ~ / r .
~ ~ a J
J e e o f.•'~
• ~ \ t
~r~ r° / ~
_ ~r / .f'° ~~N 1 ~
~A,}} / f t
~~1~ 'r•• _ _
r / ~ MH #435 ~ ° m ~ i f ~
t ~~~i~llllj ~ r ~ 1
~ / \ i jf ~ • f•'
s ~ / 9 i 9 ~
i,, ii/~ji~~l l~ ~
r ~ . / /
~ / ~

/ ~ i / f / _ / ,ff ~
~ ~ ~M Y,
i i ~ ~r ~ ~ ~ i MH 437 z ~ ~ ~ ~ #
i i f r ~ ® 7_
/ ~r \ ~
f,, ~ i i 2,'N MH 436 i i
~ ~ ~ a ~
~ i
1' ~ ~ _ ~ e # uN z r I~II'lll~l~/~~~/~~~
~ 0 i i
? ~
1' ~ m !z S i ~ ~ II~~I/~~ ~
~ ~
: ? z i ~
~ 3
_ / ~ j~........~..._.
M m ~ ~
~ _ ~ ~ ij a \ j
e = t
N
' i i
~ _ ~ i / tK l~ l ~ ~ ~
~ M i _ \ ~ i •
~ e ~ ~ ~ /
\ _ ~ ~V('~ \ _ / / / / 9
. ~
- ` i / ~ / /
~ ~ / ~ ~
- \ ~ / 316.0
316.0 315.0
315.0 NOTE: TOPO IN `PLAN VIEW IS GIS (NOT SURVEYED) ALL MANHOLES SHALL COMPLY IALL COMPLY MATH TOWN OF WAKE
AND IS FOR A VISUAL REFERENCE ONLY. IN FOREST MANHOLE NUMBERING/ NUMBERING/ANNOTATON SPEgFlCAiIONS.
AREAS WHERE THE PROPOSED ALIGNMENT IS SEC?ION 3.5.3
WITHIN 50' OF RICHLAND CREEK, THE BANK WAS
SURVEYED AND IS REPRESENTED ON THE PLANS
AS A DOTTED LINE LABELED CREEK BANK.
310.0
310.0
C1 N ~ r
N ~ O N N ~ ~rj M
NN N N M~ ~ ~
tV~ pp.° O OsN M N N ~t O Z 305.0
N ~+aj-O rONI- ODO 305.0 0 ~ rn~?- Qzo •o
y~?`IOZO N~IY 'x'00"' ~H Mt1+3~ G~F-H N~,
,~.Nd~i-I- _ZZ N~~ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
Q~>~ _ -ZZ BY THE TOWN OF WAKE FOREST.
=~-ZZ ~tAtr--
~ 300.0
300.0
NOTE: ALL MANHOLES TO HAVE WATERTIGHT LIDS. ,
LEN 107.66 T
SLOPE 0.
DIA 10 .DIP DIA 1 in.DIP LEN 1 1.45 SLOPE .28~ 1
~i ~f~~ ~ 295.0
295.0 -
Oin.DIP ' SLOE 0.28 o DIA 1
' .DIP N 20 .12 PE 0.28 DIA Oln S6F~TSfR~ 9-6~
USE PIP : OSSING
DIT H D :TA ~ 3.2 290.0
290.0
USE P E CRO SING
DITCH ETAIL 3.27
285.0
285.0 284.0
284.0
p N M M In In
O O O N d ~ m rG `t ~ ~ O O U) ~ u? W W ~ W ~ N N N N N
N 'N N N N N N O O O O o M O
N o 0 0 0 o a o 0 0 0 0 0~ r~ o 0 0 0 0 o a o 0 0 0
~ o o ~ ° ° °o ~ o ~ ° ~ + +
M to O u7 ° ~ + + + t j M d' ~
CO 00 N N M M M N N
0
HUNTER CIVIL TECHN ;rvcL ~cxNOioc~ES WALL RD. PROPERTY OFF-SITE SEWER
6729 Falls of the N• e of the Neuae Road 4~
Suite 110 ' SCALE. DRAB BY: en ~
A~lninl~ Nnrif}~ f'arnl n~....'r, ro...l;,.e 27a7~ 79107 c
~1••~/~ [phone] 40, ~ '-2727 Q' z} (H) G 4y® ey„~ea ~ty°~
Land Surveying and [phone] Fag 9625 Fag
Civil Engineering Technologies 4, (V)
0:SDSKLDD2 TDC Tdc00007 1-dwgs\pp3-hct.dwg 09/14/00 10:28:16 AM EDT

b ~ ~ *a
~ 0 ~
THESE PLANS NAVE BEEN APPROVED FOR CONSTRUCTION ~a ~ ~ ~
BY THE TOWN OF WAKE FOREST. o ~ ~
o ~
zz o ~ x
0 Zf r ~ w ~ U
IC RKS AND UTILITIES D TE PU L WO ~
~ ~ ~ 1` ~ C) CST ~
y ~ Z5 00 I I
ENGINE RING DEPARTMENT DATE
W ~ ~ D7
~ ~ ~ C11 0~
~ ~ ~ ~ x ~ ~ ~ ~ ~ m
FIR RE AT p
O 0 bo
g• Zs-a>n ~ m~
SUBDIVISION DMINISTRATOR DATE ~ U pF
rr l~ D~ `.J q
~ ~p
q
LOCATE VENT 90' FROM EITHER ALL SERVICES GOING INTO ai b A SEWER 11U1Y EASEMENT N aR~ uusT~9E0 a w
OR AN OUTLET LINE AN INLET ,u IN MANHOLE MUST BE CONNECTED TO + :4, . iv 2' 9EI.DW CRADE A MANHOLE AND CLEAN- =
PTOR PUKED IN WErLAN08 S GENERAL GUIDEUNE3 FOR SEWER INTERGE 8 ;f OUTS MUST BE AT GRd1ND ^ > ' : ` • DS LEVEL IN A TRAFFlC PROOF r c,";.' t.. v' . ; . 'r... U
1'- o" 80X. ,t; ;y•~,::;y' • ~ 'e .
1. Written concurrence from NCDENR is required if the utility line is installed parallel to SCREEN TO BE PLACED IN END s and closer than 10 feet (3 meters) to a stream or if the utUity line crosses a stream 10111 ? ,y i. ~a..•' f.' ;~e:'.
_ , - ~ channel at less than 75 degrees or more than 105 degrees (i.e., not perpendicular a 8" x 1•-6" x 1•-6"
T BAR BRACKET ' stream crossing) of the stream bank: SEALED MANHOLE COVER WITH 3/8" x 3" FLA 4" Ex. ANCHOR BOLTS 2. Construction corridors parallel to streams shall be placed ak the furthest distence • + t Iil CDNDRETE PAD . . ~ .
VENTED MANHOLE W/2 5/8 TO VENT from the stream to the maximum extent practicable; SHOP WELDED (SEE VENT STRAP DETAIL) unuTY uNE 3. That established sediment and erosion control practices .are utilized to prevent NOTE: +.3' . ',i WHEN SEWER CLEAN OUT IS
6 ,j. „ , ' (ate vaRlES) violations of the appropriate turbidity water quality standard (50 NTUs in streams `9 a + IN PAVEMENT IT MUST 8E 3 e . I I ALL SERN(~S GOING INTO . e:• NSTALLED INSIDE A VALVE ~
and rivers not designated as trout wafers by NCDEHNR; 25 NTUs in ail salt water 1o W OD ELEV. SEE PLANS a classes, and all lakes and reservoirs; and 10 NTUs in trout waters). All sediment ~ 100 YEAR FLO ( ) t' . . . ~ ' . t `F° • , ' ~ 90X PATH `SEWER' COVER. p A SEWr'R/UTHJTY EASEMENT • . y;~ + ~ ~ • . • ' ~ MUST BE CONNECTED TO ' ~ e!+. 'ae . - . a' = A MANHOLE AND CU:AN-
OR COMPACTED CLAY and erosion control measures placed in weflonds shall be removed and the naturoi ~ grade restored after the Division of Land Resources has released the project; ELEVATIOa -CLEAN OUT IN ~ OUTS MUST 8E AT GROUND 90' . ~ ~ ~ . • , LEVEL IN A TRAFFlC PROOF
_ c~ a 4. Annual species suitable for wet locutions shall be planted within Jurisdictional I ~-I - REVERSE L=~" wetlands for soil and erosion control. Perenniois such as fescue are prohiblfed; •T ' OX. ~ t . STREET EI DRIVEWAY AREAS
L. Boor PENT I I I III-ll I - - I 5. No fertilizer shall be applied within 10 feet (3 meters) of streams; 9 ~p5 ~ . e e..+ ; , • .t a ~ ~ • 5Tv 1 , + ' ` RAC PLUG
I I-I I NOT B" Th construction corridor inciudin access roads and stockpiling of materials) is f s" Trm~at ~eD>E+ 8 e ( 9 6' ~ 4O' limited to 40 feat (12.2 meters) in width and must be minimized io the maximum rr ~ ~`e ~ ~~Y•: f. ! a :,'.:5:"< . ~
' I I- GROUT THRU HOLE IN MANHOLE ro Ex(2:ED extent practicable. ~~i ( ~1I ' ~ e. • + %w WHEN EVER NOOSE IS .3 . Tt ~ ~ ' I CONNECTED TO SERVICE,
7. Measures shall be taken to prevent live or fresh concrete from coming Into contact SECTION wffh waters of the state until the concrete has hardened; s~ 6. r y tr,,. ~ ~ - ? iv LOWER STACK TO GRADE r ~ .....1.
- d1 ~ t t~; ~ 8. Permanent, maintained access corridors shall be restricted to minimum wi h ~p~ • 'A"" y FlNISHED GRADE
o ~ racticable and shall not exceed 10 feet (3 meters) in width except at manhole VENT FABR. OF 4" LD. SCH. 40 STL PIPE t ATED WITH COAL TAR ocatlons. A 10 feet (3 meters) by 10 feet (3 meters) perpendicular vehicle 7 G~ 5 ~ • , NOTES: 7 ~ 8` ~ 'a' • ~ 1. THE FUl1 LENGTH CE DITCH SHALL PA iEO IN 6" PIT` ty ~ •.a • OF THE SERVI BE COM C
i SHOP GALV. AND CO F ~ AND oUT. turnaround must be spaced at least 500 feet (152.4 meters) apart. y EPOXY INSIDE yZ ~fS P,~G x LAYERS WITH MECHANICAL TAMP. ~ q0 y 2. SOLVENT CEMENT FOR PVC PIPE AND flTnNGS TO BE ASTM D-2564
9. An anti-seep collar shall' be placed at the downstream (utility line gradient) wetland y boundary and every 150 feat (45.7 maters) up the gradient until the utility exits the R'" %t~ 3. PVC SADDLE AND BEND MUST ~ BE~ED IN 7 ST~IE. '8 ~ ~ ~ e _ BEDDING AND HANDUNG OF SERVCE PIPE MUST COMPLY WI1H
wetland for buried utllliy lines. Anti-seep collars may be constructed with class B concrete or cum acted cio . Per endicular wetland crossings less than 150 feet p ' ' ~ CLASS B BIDDING (SEE BEDDING DETAIL FOR GRAVITY MAINS.} " ,,ff . ~ r~ r4 `~v.~ •
on do notyre uire anti-see collars. „ (45.7 meters) I g q P S PI" Ql~ ? ~ e r ? a ' SCH 40 PVC ~
3/8' x 3 FLAT BAR BRACKET I, " x 4" Ex. ANCHOR BOLTS cis ischar a of 1x10-5 cm sec or less. A W/2 - 5/8 i0 VENT. The compacted clay shall have a spa if d g / - ~
DO NOT WELD BRACKET CLASS a CONCRETE OR section and pion view diagram is aHachad for compacted cloy and concrote aldi BRACKET SHALL BE SHOP GALV. AND COMPACTED CLAY
soap collars. I COATED WITH GOAL TAR EPOXY ~R-~' COUAR - 10. Placement of ri ra is restricted to stream bottom and banks directly impacted by I MAX. SPACING 150' O.C. P P I, C~ N
the placement of the utility Itne. The stream been must be restored to the original r tion. 71 ;,4, F~,,;; 4 SCH 40 ~I III'" f e SOLVENT CEMENTED 24' LG. PC SCH 40 7" P~ lase ~ - JOINTS (TYPE SC) ' PVC W/ SOLVENT
4 1 2" O.D. x 1 4' S1L. PLATE ~ -y, N contour after const uc n rec stroction / „ / 11. There shall be no permanent cha ges in p on 5~ ~ 1/8 BEND WELD CAP E~' RECOMMENDED 2X
(Tapped for 2 Pluy) elevation contours in waters or wetlands. The designer / contractor will have a I - WELDED TO BOTTOM OF VENT. a ecific Ian for restorin wetland contours. Any excess material will be removed ~ (MIN. GRADE iR~ ~ 1 Ppl ~
6' 6" fo a hi h round dis osal area; ~ , >o~°~p~
12. Ths above guide Iinespgenerally follow the COE Nationwide Permit 12 or Regional Permff 049 (Utility line bockflll and bedding). However, designer /developer / NOTE: I ,~1~ GN" 1. PIPING CONFIGURATION TO BE USED ON ALL DROPS OVER 30`. SDR 23.5 TO I ~ NOTE COMBMAIION LONG E~ PD 2. DROPS TO BE CQNSTRUCTED OF SCN 40 PVC PIPE. a0 ADAPTER I 11 TURN PATTERN
- F RRED METHOD OF VENTING oontractor is responsible for filing necessary permits and following any other I THE PRE E 6~ gP~ 3. SERVICE UNE NAY NOT ENTER MANHOLE THROUGH CONE SECTION r B` IN-ONE WYE Y AND 1/B' BEND I{pl~ OR IT'S JOINT.
IS TO USE DETAIL 3.8 AS APPOSED ~ guidelines applicable under such permits. TO VENTING MANHOLE OPTION I ~P~ 4. THIS DETAIL SHALL NOT BE USED FOR FORCE MAINS. NEW oR EwsnNc
SHOWN HERE IN. " PLAN 5. SITE OF DROP TO EQUAL SIZE OF SERVICE, PVC MAIN.
p111906LO
Y 4~~ 0 A~~~~~lr
T AKE FOREST TOWN OF WAKE FORES TOWN OF WAKE FOREST TOWN OF WAKE FOREST • ~ ~
REST TOWN OF W TOWN OF WAKE FO opal s erAtc DETAA e SCALE: DETAIL ( SCALE DETAL / ~ 1 SANITARY SEWER T W R AT R a2 _ • NOT TO SCALE 323 _ • YP . PVC SEE L E A L NOT TO SCALE 3J6 Q ~ ui ~
NOT TO SCALE 322 ANTI-SEEP COLLAR NOT TO SCALE 3.22 ,Ipl ANTI-SEEP COLLAR STANDARD MANHOLE NOT TO SCALE 3.sa • DETAIL SERVICE INSIDE DROP DATE SHEET 'vViTH IN-LINE WYE DAZE: alffT u~~- ? k R O ~ I
DETAIL ~ ~ DATE sllEEr ~ VENTING DETAIL DATE SHEET ~ , ~ 2 ~ REV. ,,-6-97 z aF 2 118E M1N STAMDAaD 9~ECe1GTKgS ONLY - >F 2 REV.1-T2-00 1 aF t RFV.1-12-00 T a S 'w tlSE WI1H STANDARD SPECIFlCATIONS ON ,I. Y • LY USE YA1N STANDARD SPECi1CA1KiNS OIrY
REV. 10-1-97 1 of 1 uE ¦11 EDYOAp a _ _ . usE YdTH STANDARD SPEancAnaNS aHlr - ~ 10N8 DNLY z. ; ~ . , . , ~ `V ~ J . Q~ 0
BOLT FRAME TO SEE DETAL 3.10 +3.11 ~a~,..
CASTING (4 REQb) T~ ~ READ ~ {OUTFALLS ONLY) "TiN4N OF WAKE FOREST'
FlNISH GRADE ~ MANHOLE
BJIhNTARY BEVMER GRAVITY PIPE SECURE CASTING BURY 8CH®IJLE _ I W/MORTAR
- - C700,ESVCP DIP NOTES•
O,QMMON TRENCH BACKFlU_ (NOTE B) SEE SPEC SECT . ' ' . 1, SIZE OF INSIDE DROP TO EQUAL ECCENTR~ CONE PIPE SIZE COL9NG IN +
WMAX BMAX CLASS BMAX MIN. COVER 02210, PARAGRAPH 15 ~ tea' r
g" ° IF gtEATER DEPTHS ARE NEEDED ON ESVCP, ~ ~ U,,DI~ Nt1 D 8Y NCPE ` a r ' CALCUlATiONS TO 8E PRO E 9" 24' 8'
C+ • 15' 350 34 • DIES 42' OR LARGER TRENCH VAO1H. ~ ~ B++ • 20' 350 50' + FOR TYPE 4 LAYING CONDITKIN, (CLASS C) ~ °D 1RElICH WALLS MAY NAVE YERRCAL ' a% . +
gDES UP 1b A MIN. HEIGHT DF 5 ~ PRECAST GRADE RINGS ARE lO BE 10" H2O 1RUCKLOAD W/LS IMPACT FACTOR z uY SLOPES BAac OR USE / 1 DIP CtOR / USED WHEN POSSIBLE AND ADJUSTED E lED
C+ • 14' 350 28' 3' (REFERS 0 ) ~ 1REItat cox CONTitA ++FOR TYPE 5 LAYING CONDIIK>N, gBlf Fat OETERMIMNG ,r WITH BRICK do MORTAR CWRSE ADAPTER: 5" 60" 5'
B++ • 18' 350 45 3' HZO TRUCKLOAD W/1.5 IMPACT FACTOR PROPER SIOPE (OSiA SUBPART t Flll JOINTS FULL PATH HIGH p, LA .PRECAST STRENGTH TYPE M MORTAR k STRIKE 12" (REFERS TO DIP) 4" ~ 6 FLUSH INSU)E & IXlt LIKE SECTION A•A I I ~I PVC: SDR PIPE - SCH 4o PVC ADAPTER
NOTE BURY =COVER ABOVE PIPE. (130 pcf) GRADE RNGS - C+ 36" 13' 350 28' 3' MAXIMUM OF t2' r.AR I I Y O,Q~LP,ACTED BACKFlL USE AN APPROVED BITIlAeNOUS SHAPED MIYERT DIP: OMNI COUPUNG e •e• a DIP TO PVC SCN 40 SOLVENT CEMENT
+ NOTE 6 SEE SPEC SECT C+ 13 , ( ) OTHERWISE ADD BASE SEALANT APPLIED TO TOP .a• a. ` ~ ~ RUBBER BOOT W1TH S.S. BANDS OS5 . ` +
B++ 38° 19' 350 44' 3' F~ ° 02210, PARAGRAPH 15 RISER SEC110N 24' da ` Of CONE BECKON 2G N .i. • B++ • 17' m .f, ~
~ ~ 14" CONTRACTOR TO ' •Q ~ LADDER 51EP5 0
C+ - - 350 2T 3' LOCATE STEPS . ` ` 90' FROM OUTLET e e'
ING LINE ~ PIPE. STEPS BY ~ . ~ . USE ECCENTRIC CONE I z. M.A. II~USTRIES, INC, . 'o SDR35 PVC OR DIP SHELF SLOPE
'W z~ ~ P51-PF OR EQUAL '1 T ~ TRENCH WIDTH _ a~ PIPE GRADE MEERNG AS1M. C47$ , a .'e a MIN. 18' JOWT, DIAMETER ' . o' • .o: • ~ •o ° AS SHOWN AN PLANS. RI
(SEE CHART) = EODING OMS ~lo?t 7BE~P:ACKE1lL 6„ 8 4. STAINLESS STEEL STRAP GROUT ANNULAR ~ WITH S.S. EXPAN90N
SEE SPEC. SECT. 02210 ~ WORK WIELL UNDER ~ ALL JOIN15 TO BE T dt G W/ PARAGRAPH 15 ' OPENINGS lAG BOLTS 18' O.C. 1g.{ STRAP TO
COMPACTION RE 'TS TO TOP OF PIPE CLASS B-1) BOTTOM OF PIPE ~ • + PREFORMED BUM RUBBER {MAS1K:) { FOR 4 r (12' LIFTS MAX.) SEE NOTE 5 GASKET MEERNG AASHTO M-198, BE LOCATED 0 TEE ~ a
6' OJ). OF PIPE 6' MINIMUM SIDE CLEARANCE • ~ ; ASTM. C-990, FED SPEC ; UP TO 36' E~NDATION STONE NOTES ss-s-oozlo (21aA) u INVERT de SNEIf 7 . I~
m SHALL BE REQUIRED WHEN 12' O.D. OF PIPE 12' ARANCE BUCKET 1. ALL SERNCE LATERALS INTO 7RFNCH wAllS MAY HAVE VFR11cAl SOIL CONDITIONS ARE UNSTABLE, MAXIMUM SIDE CLE : ~ ; . - . t ~ ~ MANHOLE e . 45' PYC SCN 40 BEND. ~
SIDES UP TO A MIN. HEIGHT aF 5 MANHOLE TO BE CORE DRILLED A ~ Fr. uY sLaPES sAat oR usE AND BODIED. r ~ ~ PRECAST MANHOLE TO MEET 1RENfH BOX (OSHA SUBPART P, FLEXIBLE RUBBER B00T ANGLE TOWARDS INVERT AS1M 0923 W/STAINLESS pUT I
NOTES: 2. MAXIMUM DEPTH 4' DIA MANHOLE . REQUREMENTS OF As1M. 0478, ro LA'IESI) CONTRACTOR RE5PON99lE = 20' (SEE PARAGRAPH 3.5.3 OF FOR DE1ERhtlNING PROPER SLOPE bracin dimensions shall be taken from the ' AASHIO M-i99 STEEL COMPRESSION 5 DEGREE SLOPE . BAND AND CLAMPS e
i. For trenches requiring shoring and g, SECTION 3, WATER AND SEWER i ?F inside face of the shorin and bracing. DESIGN FOR 01HER REQUIREMENTS F i g ~ °F uooseA~ o 6' 91.
~ 2. No rocks or boulders 2 or larger to be used in the initial backfill. 3, ALL SANITARY SEWER MAN- SAN. SEWER
e" MIN. iv ~ al HOLES TO BE VACUUM TESTED, ? 3. All backfili material shall be suitable native maters ~ rf „ s . 0 z 6" ~y EXTENDED BASE WNERE1 OVAL TO EX. OUTLET 1+1
~E SPEC. SECT. 02210 4. Bockfiil shall be tamped in 6 layers in traffic areas, 12 in non-traffic areas. SLOPE OF CHANNEL ~ CALLED FOR ON PLANS SL.~E OF CHANNEL=0.10' FALL ~ PIPE DIAMETER, BUT IN MH SCHEDULE NOT TO EXCEED 2.
PARAGRAPH 15 ` 5. To be used with PVC. r)V COMPACTION REQ'1S 0.10' FALLHUNLESS ~ . f FOR won:: 6 EXTENDED BASES REOWRID ON ' • ~ .''a
(s" uFrs) um cum ocNon re uirements: sltowN OntERwlsE ( 6. Minim p q ON PLANS. ° ~:':<<•'~• PRECAST 08ENING REQUIRED FOR "O. ,cPRI~ INE~ OF PIPE L CA ~LYP~ ~ ~ ALL PIPES. ALL 4' M.H.'s OVER 12' D~'• e +
MIN, D 8 N z Under avements, Cohesive soils TOP 12" = 98lG ASTM 0698-91 = SEE PLANS FOR PIPE SIZES
/ o ~ P BELOW 12" = 95% ASTM 0698-91 r within HWY R/W + M'~ - .x:.'L, 7Q% ASTM D4253-93 a'• ;
ASTM D 448, AASHTO M-43) `d Under pavements, Cohesfoniass soils ~ R ~ ' NOTE: USE 6' EXTENDED wlfhin H /W BASE WHEN TOTAL MH i
D/a, 4" MIN. ASTM D698-91 Non-Traffic areas Cohesive soils 85Si ~ HEIp1T EXCEEDS t2'
SHALL BE REQUIRED WHEN D 'd MIN, n-Traffic areas Cohesionless soils 80% ASTM D4253-93 T Na SET MANHOLE 40 ~ SOB_ CONDITIONS ARE UNSTABLE, CLASS C CLASS B 27" & SMALLER 4" IN 8 TO 12' ~ b
ALL PIPE -SEE SPECS. SEE SPECS FOR FOUPB)A710N REFERS TYPE 4) (TYPE 5) X57 STONE. N
atD IMPROVEMENT WHEN NEEDED ( 30" & LARGER 6" TO DIP ~ {LAYING COND.) {LAYING C ) j TOWN OF WAKE F
ST AKE .FOREST TOWN OF WAKE FORE OF WAKE FOREST TOWN OF W r TOWN DETAIL / ScAtE DETAM. / ~ OREST TOWN OF WAKE FOREST ~ ~ SCALE: DETAIL / , SCALE: DETAIL /
oEraL ;r PRECAST CONCRETE NOT TO scaLE 3.3 "Ih ~ TYPICAL TRENCH BOTTOM DIMENSIONS NOT TO SCALE 3.2 _ ' , ~ PRECAST CONCRETE NDT To SCALE 3.3 STD. 5 DIA. PRECAST NOT TO SCALE 3e6 ~ ~
TRENCH DETAIL FOR NOT TO SCALE 3.1 4 DIAMETER MANHOLE DAIS: SHEETx ' ' s - & BACKFILL REQUIREMENTS DATE ~EETx w 4 DIAMETER MANHOLE DATE SHEET Lt MANHOLE INSIDE DROP .DATE SHELT(A
GRAVITY DIP DATE StIEET ~ REV. 9-6-99 1 of i u 1stH STANDAtiO SPEdncnnar oNIY REV. 11-1-99 1 of 2 I - REV. 9-6-99 1 OF 1 OBE VN1H STANDARD SPECIFlCAiIONS ONLY ov 2 R V.1-20-98 a' 2 ~ V -8-99 1 of USE NI1H STANDARD SPEdFlCATKYIS ONLY E 2 ~ RE 9 1 USE WITH STANDARD ECEICAnONS ONLY I,
USE wTH STANDARD $PEpFlCAl10N5 ONLY - . , zs
lDaUYRs
L
}~IA7~ DTS
OIID® BY:
1~11)~
4of5
x0:\SDSKLDD2\TDC\Tdc00007\1-dwgs\detoils-notes.dwg 09/14/00 10:36:38 AM EDT

b ~
~ ~ ~
W o ~ a ~
o~ ~
PROJECT NOTES: SEED o ~ ~ SEEDING SCHEDULE
zz o ~
1) ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT TOWN OF WAKE FOREST MANUAL OF PERMINAIUr sEEDINC: 5H INANT SEEDN4G: SMOULDERS, SIDE DITCHES, SLOPES (Maz. 3:1) x ~
SPECIFICATIONS, AND STANDARDS. DALE TYPE W v U TYPE PLANTING RATE E,,~ ,~Q ~ ~
Aug 15 -Nov 1 TaII Fesc 2) ALL SANITARY SEWER MAINS AND MANHOLES TO BE TESTED AS PER THE TOWN OF WAKE Nov 1 - Ma 1 Toll Feso Tali Fescue zoo lbs./°ore THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION nt N 1 Toll Fescue 200 Ibs./acre 4'' T•. t0
FOREST DETAILS AND SPECIFICATIONS MANUAL. & Abrur Mtu 1 -Apr 15 Tall Fesu iti Abruzzi Rye 25 lbs./acre BY THE TOWN OF WAKE FOREST. 5 a o ~ rn 15 Tall Fescue 200 Ibs./acre
Apr 15 -Jun 30 Hulled Cc 30 Hulled Common Bermudagraes 15 lbs./acre + U ~ O Z I I
3) MANHOLE NUMBERS TO BE SUPPLIED BY THE TOWN OF WAKE FOREST. ALL MANHOLES MUST BE NUMBERED ACCORDING TO SEOTION 3.5.3
OF THE TOWN OF WAKE FOREST MANUAL OF SPECIFICATIONS, STANDARDS PERMINANT SI U 1/ w ~ PERMINANT SEED: SLOPES (3:1 UP TO 2:1) PU LIC WORKS AND UTILITIES A Z ~ ~ ,a; ~ ~
AND DESIGN. (STENCILED OR SIGN MARKER 10~ ABOVE GROUND) Aug. 15 - Nov. 1 Tall Feacu v. 1 Tall Fescue 200 lbs./acre ] T` ~ ~ ~ ~
dt Serlcea dt Serlcea t.espedeza (unhulled, unscai8ed) 60 to 70 Iba/acre x ~ ~ ~ a~i
4) EROSION CONTROL MEASURES CAN BE LIMITED TO SEEDING AND MULCHING OF THE Nov. 1 - Moc i Tall Fescu COMPLETED SECTIONS. SEED USED MUST COMPLY WITH ATTACHED STANDARD ~ sarlcea 1 Tall Fescue 200 lbs./acre ~ ~ °s o do Sericeo Lespedeza (unhulled unscartfied) so to 7o Ibs/acre ENGINEERING DEPARTMENT b a
SEEDING SCHEDULE. ~ Abn,ZZ1 Nov. i - Mar. 1 Toil Feacu do Abruzzi Rye 60 to 70 Ibs/acre DATE ~ q 1 Toil Fescue 200 Ibs./acre ~
& Sericea & Sericea Lespedezo (unhulled, unscariRed} 60 to 70 Ibs/acre oD F
5) ALL MANHOLES MUST NAVE WATERTIGHT LIDS. (THIS NOTE OVERRIDES THE TOWN DETAILS) q . ~ ~
USE EITHER VULCAN EJ 2027-02 OR US FOUNDRY 669KL WATER TIGHT FRAMES AND COVERS, (SEE TOWN ENGINEER FOR VENTING LOCATIONS) FIRE EVENTI ~ ~ a 0 ATE ~ r.
Consult ConaervoHon Engineer formotion concerning other altemc onservoBon Engineer or Sob Conservation Service for additional In- ~ y taming other alternatives for vegetation of denuded areas. The above ,d q
vegatotlon rotes ore those which rate combinotions era possible. es ore those which do well under local conditions; other seeding ~ q p are pos9,I,le. SUBDIV ON A MI I T ~ w
N S BATOR DATE
•s+TEMPORARY - Reaeed oxord0 Do not allow temporary cover to 1 'Y -Reseed oxwding to optimum seaeon for desired permanent vegetation. temporary cover to grow over 12" In height before mowing, otherwise
fescue may be shaled out. ~ shaled out. v
~w
t
PIPE CROWN x
45• 45' , B A B 11~.
N M' N S ,a.,
SADDLE
~r THE NEXT 2 FULL JOINTS BEHIND BLOCKING, SHALL BE 'LOCK-TYIE' JOINTS OF PIP.
fSiA' ro s' m ~ PIPE LENGTH PER PLANS ~ CREEK
- ~ ' SPRiNGUNE „ j>; WALL 1HICKNESS PER PLANS TOP OF STEEL ENCASEMENT PIP RIP RAP 60' MAX. DIST. WITHOUT SUPPORTS 24" E , RIP RAP
3000 PSI CONCRETE COl1AR 1
I~ ~ Y, li_ e'^ JT DiP StfP SVA1 D~' ~ o x p z,~; -
A Y~ 9 a y 3 _ ~
3 s, B 4" DIA x FlLL DACE W/ CONCRETE P9'E SUPPORT ASSEMBLY 6' MAX. ~ 3' MIN. FROM
SECTION A A BOTTOM OF CREEK WATER LEVEL AT EACH END OR PROVDE SEE OEiAIL a ~ 1'"A BRICK k MORTAR ~ ; , ~ 5 w w a ~ ~
SADDLE ~ SECTION A A INSTALLATION LIMITS w z NOTES: 0
~F. > ' 1. GREASE ENCASEMENT PIPE AS REQUIRED fOB EASE INSTALLAilD14. ~ 2. INSTAlLAT10N BY DRY BORE do JACKING. BED COLLAR IN SEE NOTE 3
, t~ 3. STEEL PIPE TO BE 35,000 PSI MIN. HELD STRENGTH. ~ BANN
.da `Z tY 12"
ENC ASEMENT PIPE DETAIL
CASNG PIPE
Jp. ~i7, 67 OR X467 , m i; m VARIES PEE DIA, +6' ON 80TH SIDES SEE NOTE 3
*J N GASKETED PVC ADAPTER ~~1 N NOTES• 1. PLACE COLLARS ON flRM UN-DiSNRBED EARTH. H0R• TOP
SCH 40 PVC ROCK 2. IF CROSSING DISTANCE IS GREATER THAN 80' 3000 PSI " PIERS MUST BE USED. CONC. '0
s~ ~ 3. PROVIDE CALCULAnWJS ON BEAM STRENGIN OF nES ~ a
~OENECO MODEL E40 SEALTIIE ' SCH PVC 40 CARRIER 1YPE 'E" WYE SEWr7t PIPE ~ PIPE AND ANGtORAGE BY N.C. P.E. ~ a o GABBIER PPE ASINC PIPE SUPPORT ASSEMBLY MARK NUMBER s, R MAY mMF>1510F1S 4. TO FAGUTAIE ACCESS FOR MAINTANANCE 11tAFFlC ' O w E~ ~6 VERT.
45' (ASTM A-48, CLASS s' 30 CAST IRON) ' NOMINAL 0.0. 0.0. WALL O.D WALL 3 4 A B D CROSSING STREAMS, PROVE PIPES IN STREAMS ~ VERT a as C W T e A T B T UP TO 7W1N 36" RCP. L=2D' MIN. PIPE TO BE + I
-PIPE CROWN ' 8' 6.80' 12' .261' 12' •375` 5' 2" 3/B' 3' 1' 3/B' 3' 3/8' 1/2' DIR. 1 REQb 10.40' 1 7/8' 3/4' SIZED BASER ON FLOW (SEE ALSO DETAIL 3.28). ~ n , PIPE ~5's HOB. ~ a
M ~ ~}fe 8' 9.05" 1fi' .282` 1fi' •375" fi' 2' 3/B' 4' 1 3/4' 3/8' 3' 3/8' 1 Y GA. 1 REQb 14.05' 1 7/8' 3/4' 5. SYSTEMS IN WETLANDS MUST BE EVALUATED - w ON A CASE BY CASE BASIS. 10' 11,1tY 24' .40Y 24' .375' 6' 2' 3/B' 4' 4 3/4' 3/fi' 4' 3/fi' 1/2' DIR. 1 REQb 22.10' 3' 1 3/8' a . -
~ S ~ 12' 13.20' 24' .407" 24' •375 6' 2' 3/8' 4' 3 3/4' 3/8' 4' J/8' 1/2" DIR. i REQb 22,20 3' 1 3/fi'
24 ga.'STAINI~~$~ t riM"'i": ~D~f '$TEEL:_STf~Af' N N 14' 1b. ' .375' 6' Y 3 4' 2 30 24 .407' 24 /8' 3/4' 3/8' 4' 3/b' 1/2' OIA. 1 REQb 22.30' 3' 1 3/8' 1N1111r111! ~
i. 18' 17.40' 3D' .4M' 30' .375' 8' S' 3/6' 6' 4 1/4' 3/fi' 6' 3/6' 3/4' DIA.1 REQb 27.40' 3' 1 3/8' ~A,~1 100peooo 11Y 19.50' 3p' .169" 30' .375 fi' J' 3/5 fi' 31/4' 3/fi' fi' 3/8' 3/4' OIA.1 REOb 27.50' 3' 1 3/8' ~ a'• 0~4
P S C'P'ION B-B N B-B 30' 32.00" 42" ,583' 42' .375' 12' 4' 3/8' 10.2 1/2' 1/2' 10' 1/Y 1/2' DIA, t REQb 38.75' 3' 1.3/8" ~ / y
A A # aMENSIONS ARE MIn~I1T COATINGS ~ r=
2.5" .Q ~ ~ z t.) 'a ~
NOTE:
SADDLE TO HAVE TUBULAR RUBBER GASKET SUPPLIED CEMENTED TO SADDLE ASTM C361-77) ~.qq ~ ~ p k p dl ~ i
( q
EST TOWN OF WAKE FOREST ~4r`y'ni.~~„, a era -i" " ,
TOWN OF WAKE FOREST TOWN OF WAKE FOR DETfdL scue DEraN, r scuE: DErul r OWN OF WAKE FOREST TOWN OF WAKE F ORE3T DETA0.1 SCAtf: DETAIL
~ DETAIL FOR ROCK NOT TO SCALE ~ ^ • _ • STEEL ENCASEMENT NOT TO SCALE 3.20 • TYPICAL LATERAL SADDLE NOT TO SCALE a~a _ • a.2o _ • STEEL ENCASEMENT Nor To scA ' fi~E: °E`"`' LE 3.20 _ PIPE CROSSING NDT To scALE 3.27
PIPE DATE SNEET~t EXCAVATION FOR PIPE DAZE sNEET,~ DETAIL DATE: sNEET~ DETAIL FOR DIP & VCP s~~ DETAIL DATE: DITCH DETAIL DATE SHEET ~ 1 DF 2 USE W1H STANDARD SPECIFlCAnON5 OMLY REV.12-30-97 2 OF 2
REV. 10-7-99 1 aF 1 REV.10-21-97 1 of 1 usE ~ sTANOARD sPECIF~Ana1s aILY REV.10-21-97 1 aF 2 ` - usE INTH STANDARD SPEgFlCanals ONLY ' usE WTH sTANOaRD sPEaFlcanoes oNLY .,.x _ , USE xtTH sTANDAAD SPECIflCAnONS ONLY r.,.:.> ~ ....:.,.P. r. M., . , ....w ~ ,
1 'b~ w w r ~ a.
O K t'r `~1~7 ~Q ~ a. p~iW ~W~WNg WZ} , ,j
' xi h7~. `ry ~f, S. f FQO W Q r:gpZ ~+'.;';t. t- d 0: w N Z~ Q ~ ~ MANHOLE
l O 4 1e ";dl.2 ~ (L N~ ,,a mV.1~M Nip y_ONV ]I-w ~yNa. wU0 ~ i
p ~V ~ v M Q O~ O d o a ~ k ' r30TES:
t ON D w ~ ~ a ~ a O "a to v 1. SIZE OF INSIDE DROP TOE AL K w~ w Z q w Z~ ~ ECCENTRIC CONE ~ ¢ o: 0 ~ O F Z ~ Q O PIPE SIZE COMING IN
`4L ~ Npp w N ~~ap~
A BE "LOCK-TYfE' JOINTS OF DIP. W NO I THE NEXT 2 FULL JOINTS BEHIND BLOCKING, SH LL CREEK ~ F V af1S N3NV ~ . ~ ~ U~ ~~w ~ ~ ~ ~Ww Ncwiw°- g ~ Z y to ¢ ~ J' ~ O B" 24" 8'
1 1 4 60' MAX. DIST. MtTHQUT SUPPORTS 24" RIP RAP ~ a N ~-O~p mw a
a, RIP RAP , o. 3000 P9 CONCRETE 0 o.'>=~ oa Joe ~w o:~o
1 COLLAR -1- a: a ' a. ~ ~ 3 a tt 4 m c ~ rn ~ m ADAPTER: 5 VARIES - 48' MIN. 5" 1+1 y" ~ e 0 4 q m -
a za . y .~.1 Da ~ WO • ~ P to F ~ < V M ~ O ~ rn PVC: SDR PIPE SCH 40 PVC ,v D N~1_~=~~~ ADAPTER
. r,= p, Q cn ~ ~ y a gg p ~ DIP: OMtd COUPLBJG = to w ~j ~,~Q F Q ¢ f w w DIP TO PVC SCH 40
' , , 3' MW. FROM q O O A ~ eoTTOM of (ttEEK WATER LEVEL ~ m ~ ~ N d: gZ- B a n. N I- z o W o n. y o ~ o ~ ~ O c RUBBER 8007 WI1H SS BANDS SOLVENT CEMENT (TtOSS 0: O rp
f ~ ~ - w ~ iOofi ~x x a < n ~m~ aNyyO~~j~v w WN F~ QU a UW o-mZ <~O
x,_ ~ ~ ~ ww _ww -w w ~z6 p :`C N ~=+F cw'J°aa:UNIQIY~c k , a W aH°zawaoayo~~ ! ° ~
A R IN ~ SEE ROTE 3 ~ EMBED COLLA 10 3 4" TOP OF BANK a E' ~da<.,gUxUQUtn3 ~ SDR35 PYC OR DIP
d t2" S~W Z N M
~ac~ r MIN. 18' JGNL DIAMETER Q AS SHOWN AN PLANS.
~ STAINLESS STEEL STRAP CORE MANHOLE WALL ~ tNTH S.S. EXPAN
„ vARIES PIPE as dr INSERT RUBBER 90N LAG BOLTS w :=;es• BOOT, GROUT 18' O.C. 1~ STRAP TO
~ 1H SI S SEE NOTE 3 o w NOTES: +e" oN Bo DE ~ a a c ,.y, ANNULAR OPENINGS BE LOCATED ®TEE D. U
1. PLACE COLLARS ON FIRM UN-DISTURBED EARTH. iY<`+ HOR. TOP o m~ ~ ~ ~ ~ Z IF CROSSING DISTANCE IS GREATER 1HAN 60' 3000 PSI " F ~s ' Qe ^ Z~ ~ a~ „
COPOLYMER POLYPROPYLENE PLASTIC PIERS MUST 8E USED. CONC. ~ ~ ~ ~ a. ~ PROVIDE CALCULATIONS ON BEAM ST~IGIH OF - ~ M ~ F ~ ~ 45' PVC SCH 40 BEND. M D:
1 2" GRADE 60 STEEL REINFORCEMENT 3 tf3 TIES o ~ y. ~ 0 ~ PIPE ANO ANCHORAGE 8Y N.C, P.E. ° 0 m ~ ~ ~ 3 ~ Z O ~ ANGIF TOWARDS INVERT Z ~ OUT ~-tA
4. TO FACILITATE ACCESS FOR MAINTANANCE TRAFFlC ~6 VERT. ~ VERL ~ o ~ ~ Y s ~ ~ ~ -1~!1 e' ' CROS~NG STREAMS, PROVIDE PIPES IN STREAMS ~ + ~ ~ a ~>Y a~~ W
~ . ~ 5 3 4' UP TO TWIN 38" RCP. L=20' MIN. PIPE TO BE ` ' ~ ; ' ~ ~ . . ~ ' SIZED BASED ON FLOW (SEE ALSO DETAIL 3.Z8). ~5's Hit. • m N i o w (9 m a O ~~"o y, t9 m vJ' EX. SAN. SEkER
' d, C ~ ~ ~ 5. F1PE SYSTEMS IN IYETLANDS MUST 8E EVALUATED aa _ .'4'. OU'N t11 _,a.: ON A CASE BY CASE BASIS. ~ I Np 1
~ 'T.WN • ~ 'e' ' > OJ Q ~.W~ Q F- N EQUAL TO EX. OUTLET J Q ~ PIPE DIAMETER, BUT
~s r ~ LLOy N d ~ a~ ~ Q , . SECTION A-A ~ ~ ~ ~ W L`' p Q ~ a ~ ~ NOT TO EXCEED 2'. W
0 o _ K ~ m
o 0 t`' O iA o~i UN ] o N ~q, O L{~,~UN ~i
a 0~~ . ~ d ~ aD 4 a ~ = 4 O J J U aN~' O Z 4 4 O ~
~ , N ~ I,.,. U m ~ J O _ V W ~ tD O Sc~ ° I'
LL.I n' Z N NOTE. STEP SHOWN IS PS1-PF BY M.A. ININISTRIES INC. o. „.x~t aQQ JJ nJ. W ~ W
PEACHTREE CITY, GA. ~ aU m ALTERNATE MAY BE USED IF APPROVED BY TOWN. ~~<S"' m ~
i'> >
row
REST 4 TOWN OF WAKE FOREST TOWN OF WAKE FOREST TOWN OF WAKE FO TOWN OF WAKE FOFtE$T TOWN OF WAKE FORE3T
scA1E: oErAIL rr scALE~ oErau ~ + jt pEfAll I scAtF: DETtJL ®D® B1Ci t SCALE DEraL f
1~ ~ PERMANENT STREAM . _ ~~nnlunl F ~T~p . _ PIPE CROSSING Nor To scALE 327 • ~ NOT TO SCALE 328 • PERMANENT t, 3.2e ~ STREAM r~ ~~o , . _ _ cTn Ir\ICIn~ nQno
rvv rr ~r rva_.r- v r ~r 1141 IV .7bA{.G V.iT DITCH DETAIL DATE SHEET~t FORDING DETAIL DAZE SHEET CROSSING WITH CULVERTS -DAM ~~n~ NOT TO SCALE 3.7 WAIA
DETAIL DATE SHEET REV.10-11-98 2 aF 2 REV.10-21-97 1 OF t VATH STANDARD SPEGNGUIONS ONLY REV. i i-1-99 1 OF 1 USE NTTH STANDARD SPEOFlCATIONS ONLY IN EXISTING MANHOLE oan: SHEEri 2 ff 2 USE Yent STANOaW srECtctcanaNS our REV. 10-11-98 1 of 2 u vent sraNOmo st canaNS oNLr REV. 9-8-99 1 1 DAM
USE PATH STANDARD SPEgRCAVONS ONLY USE -11,17 "T
O
00: SDSKLDD2 TDC Tdc00007 1-dwgs details-notes.dwg 09/14/00 10:36:38 AM EDT

~ S T ACCURATELY DEPICTS THE BOUNDARY OF THE sy THIS CERT~IES THAT THIS COPY OF THI PLA
JURISDICTION OF SECTION 404 OF TF~ CLEAN WATER ACT AS DETERMII~D 6Y THE REVI I N
UNDERSIGNED ON THIS DATE UNLESS THERE IS A CHANGE W THE LAW OR OUR PUBUSH~
REGULATIONS, TWS DETERMWATION OF SECTION 404 JURISDICTION MAY BE RILED UPON FOR ~v A PERIOD OF NOT TO EXCEED FIVE YEARS FROM THS DATE. THIS DET~IuIIN~TION WAS MADE NOR1H
~ ~ $ UTILIZ~IG THE 1987 CORPS OF ENGII~tS WETLANDS D~ATK)W MANUAL
3 ~
WALL ROAD PROPOSED 0`~
EASEIIENE ~ NOPYI~
~ GRAPHIC SCALE ~ Tltle:
~ Date: ~ 0 25 ~ 200
b ~,r.

(U,S AKE FORE T (IN FEET
1 inch = 50 ft.
A
V 7
-.."KY
VICINITY MAP No a
A

AE8 ~
AE7 AE57
BE45 RICE &
~g ' AfPO AE6
BE2 AE56
AE5 AE4 ~ ASSOCIATES
6E44
AE55 CIVIL
EIE3
AE54 BE4 8E43 AE53 AE52 EIE32 ENGINEERING.,
BE33
i EEB BE42 PLANNING.,
PROPOSED SANITARY SEWER ~ BE34 X41 CENTERED IN 30'W EASEMENT ~ ~
AEts ~ P~4o
AE51 & SURVEYING
LIMITS OF OLDE MILL STREAM ' EIE30
WETLANDS AREA PHASES 4 & 5 ~ c 7 AEtD PINS: 1841.07 60 3311 P~ 978 Trinity Road
a~7 DEED BOOK 7969, PAGE 523 Stu eEZ9 AE50 ~ Raleigh, NC 27607
NE28 tI AE78 AE20
1 AE2t 6E11 _ FJQ/ [ Voice: 919.854 ' 0811
AE22 AE46 In 919.854.0812
HE12 8EJ8 [e-mail]
11,833 SF
` 0.27 ACRES AE48 X37 AE27 ` A~ N?g ARfA OF IMPACT ~ AE4B UMIPS OF
AE29 m 46 ON WETLANDS Wetlands Impact
1 AE47 WETLANDS AREA Abe AE30 AEJ3 `v 05' EIEi4 E~ by Sanitary Sewer
~9 ~p'41"W 214. ~~4 AE7S ryw
S? \ AE24 ~1' ~l \ 8E15 9 ~ H OLDE MILL STREAM
AE3t ~6' (1, ~ ~ ' ~B~ ~r 2 AE ~ ~ W
Ae34 108. ~ ~,e ~ f "?B' g6' AE42 1 1)93, PHASE 4 & 5
'41"E 2~' ! ~ SOB'09 18
m WAKE FOREST, NC
L13 6 13E24 to Ae4o e~17 ~Y 1 eE1e fre •
9 .,95 AE38 g5~ t~2o
r ~ eEte EI~t
N 4 ~ 6~ L18 ~Sg~ y 289.15
r9AF 4,984 SF ' 1 S EIE23 165.96 N01'3T38'W 0. 1 ACRE
AREA OF IMPACT t~ SITE:
'5315 W ON WETLANDS N03 PROPOSED SANFFARY SEWER SEWER
CENTERED IN 30'W EASEMENT T OLDS MILL STREAM
TABLE N/F LINE RESIDENTIAL DEVELOPMENT WAKE FOREST TOWNSHIP
LINE LENGTH BEARWG SOULE, RENA P. Li 75.80 SO6'29'23"E SINGLE FAMILY WAKE COUNTY, NC
N/F 1842.04 50 8701 31 LZ 41.17 N78'34'53"E SOULE, DONALD BEDFORD N SSg PIN 1841.07 60 3311
L3 71.98 S78'10'S3'E dt PATTI BEAN 4 . L4 45.13 N51'48'28"E VACANT 3?6* D8 7969. P6 523
L5 39.04 S5T12'37"W 1842.04 50 3971 ~
L6 14.13 S82'33'S7"4V
L7 19.85 N85'42'45"W L8 5.66 N12'00'19"E C, k, ~OFESS /p~• ;
L9 34.89 N2 '01'41"E
L10 31.62 N51'39'23"E WETLAND NQTE$ L11 29.26 SOt'28'00"E a SEAL ~
Lt2 27.28 s2r17'4s"W 1 THESE WETLANDS WERE EVALUATED AND FLAGGED BY y L-3841:
L13 9.16 S51'2T57"W )
u4 30.06 SOt'20'34"E EWS AQUATIC SERVICES. THOSE FIELD Lt5 32.73 S3TOT22"W DESIGNATED WETLANDS WERE THEN SURVEYED BY RICE &
U6 2.44 N6TtT53"E ASSOCIATES AND THE RESULTS SURVEY ARE SHOWN HEREON. N/F
U7 34.32 N63'23'38"E SOULE, DONALD BEDFORD L16 12.7s SOT'35'46"E 2) PROPERTY LINES SHOWN AS DASHED WERE NOT FIELD ~ ~ PATn BEAN UNLESS THIS DRAWING IS SIGNED
L19 27.22 S29'i9'43"E SURVEYED. VACANT AND DATED, IT SHALL BE CONSIDERED PRELIMARY. NOT FOR RECORDAYION.
1842.04 50 2496 CONVEYANCE OR SALES.
3) AREAS CALCULATED BY COORDINATE GEOMETRY. FEBRUARY 21, 2001
IAA~WGloldmill\Phase 4&5\wet-esmt.dwg Fri Feb 23 09:47:36 2001 [e-mail] '